0 Contents - Hilti Svenska AB

Contents 

Product index DX / GX fasteners 4.1–4.238 

Alphabetical list of fastener 4.2–4.3 

Fastener program 4.5–4.221 

Tools and equipment 4.223–4.238 

11 / 2007 4.1

Product Index DX/GX Fastener 

Product Index for DX / GX Fastener 

Designation Description Page 

X-AL-H General Purpose Nails 4.95 

X-BT Stainless Steel Threaded Studs 4.47 

X-CR Stainless Steel Nails for Concrete, Sand lime 

Masonry and Steel 4.115 

X-CR Special Stainless Steel Nails for Fastening to Steel 4.217 

X-CRM Stainless Steel Threaded Studs for Concrete 

and Steel 4.157 

X-DNI General Purpose Nails for Concrete, 

Sandlime-Masonry and Steel 4.101 

DS Heavy Duty General Purpose Nails 

for Concrete and Steel 4.135 

X-DW, X-ZF, X-DAK, ESD DX Drywall Fasteners 4.123 

X-ECT MX Electrical Cable Tie, X-EKS MX and X-EMTSC 

Conduit Clip Fastener 4.205 

X-EDNI, EDS General Purpose Nails for Steel 4.41 

X-EDNK22 THQ12, 

X-EDN19 THQ12 Diaphragm Decking Nails 4.35 

X-EGN, X-GPH, X-GN GX Drywall Fasteners 4.129 

X-EKB, X-ECH Electrical Cable Fasteners 4.189 

X-EM6H, X-EW6H, X-EF7H, 

X-EM8H, X-EM10H, X-EW10H Threaded Studs for Steel 4.53 

X-ENP Siding and Decking Nail 4.5 

X-ENP2K Siding and Decking Nail 4.13 

X-ET For Fastening Plastic Electrical Cable Trays 

and Junction Boxes 4.211 

X-FB (X-BX / X-EMTC) Electrical Conduit Fasteners 4.197 

X-FCM Grating Fastening System 4.59 

X-FCP Checker Plate Fastening System 4.79 

X-FS Form Stop 4.173 

X-GR Grating Fastening System 4.67 

X-GRRU Grating Fastening System 4.71 

X-HS Threaded Hanger and X-CC Loop Hanger Systems 4.177 

X-HSMX and X-CCMX Electrical Hanger Systems 4.183 

X-HVB Shear Connectors 4.27 

4.2 11 / 2007

Product Index DX/GX Fastener 

Designation Description Page 

X-IE Wall Insulation Fastener 4.165 

DX-Kwik X-M6H, X-M8H Threaded Studs and DNH, X-DKH Nails 4.151 

X-MGR Grating Fastening System 4.75 

X-M6, X-W6, X-F7, 

X-M8, X-M10, X-W10 Threaded Studs for Concrete 4.145 

NPH Siding and Decking Nails to Concrete 4.21 

SDK2 Sealing Caps for Cladding Fastening 4.19 

SL Nails for Forming or other Temporary uses 4.141 

X-SW30, X-SW60 Soft Washer Fastener 4.169 

X-U General Purpose Nails for Concrete and Steel 4.85 

X-ZF General Purpose Nails for Concrete, 

Sand lime-Masonry and Steel 4.109 

11 / 2007 4.3

4.4 11 / 2007

X-ENP Siding and Decking Nail 

Product data 

Dimensions 

o 4.5 

yellow 

Applications 

Examples 

o 7.4 

o 15 

23.8 

General information 

Material specification 

Carbon steel shank: HRC 58 

Zinc coating: 8–16 µm 

Fastening tools 

Single nail: 

DX 76 F15 X-ENP-19 L15 

Collated nails: 

DX 76 PTR, DX 76 MX X-ENP-19 L15 MX, 

white magazine strip 

DX 860-ENP X-ENP-19 L15 MXR, 

grey magazine strip 

See fastener selection for more details. 

Approvals 

ETA-04/0101 (Europe), 

UL R13203, FM 3021719 (USA), MLIT (Japan) 

Roof decking Floor decking Wall liners 

X-ENP 

The intended use only comprises fastenings which are not directly exposed to external 

weather conditions or moist atmospheres. For out-door applications that can be ensured by 

using SDK 2 sealing caps, see corresponding chapter of this manual. Fastening of Aluminum 

sheeting is generally recommended only for indoor conditions. 

11 / 2007 4.5

X-ENP 

Load data 

Characteristic loads – Steel sheeting 

Sheeting Trapezoidal profile Liner trays 1) 

Design data 

thickness (symmetric loading) (asymmetric loading) 

tI [mm] Char. resistance Char. resistance 

according to ETA-04/0101 keeping to ETA-04/0101 

Shear Tension Shear Tension 

nominal VRk [kN] NRk [kN] VRk [kN] NRk [kN] 

0.63 4.00 4.10 2.80 2.90 

0.75 4.70 6.30 3.30 4.40 

0.88 5.40 7.20 3.80 5.00 

1.00 6.00 8.00 4.20 5.60 

1.13 7.00 8.40 4.90 5.90 

1.25 8.00 8.80 5.60 6.20 

1.50 8.60 8.80 6.00 6.20 

1.75 8.60 8.80 6.00 6.20 

2.00 8.60 8.80 6.00 6.20 

2.50 8.60 8.80 6.00 6.20 

• NRk and VRk are valid for steel sheet with minimum tensile strength ≥ 360 N/mm 2 (≥ S280 EN 10326). 

• For intermediate sheet thicknesses, use recommended load for next smaller thickness or linear interpolation. 

1) Required load reduction is taken into account in accordance with Eurocode 3-1-3, section 8.4 (9) and fig. 8.2. 

See also construction rules under spacings and edge distances. 

Recommended loads – Steel sheeting 

Sheeting Trapezoidal profile Liner trays 1) 

thickness (symmetric loading) (asymmetric loading) 

tI [mm] Recommended loads Recommended loads 

Shear Tension Shear Tension 

nominal Vrec [kN] Nrec [kN] Vrec [kN] Nrec [kN] 

0.63 2.10 2.20 1.50 1.55 

0.75 2.50 3.35 1.75 2.35 

0.88 2.90 3.85 2.00 2,70 

1.00 3.20 4.25 2.25 3.00 

1.13 3.75 4.50 2.65 3.15 

1.25 4.25 4.70 3.00 3.30 

1.50 4.60 4.70 3.20 3.30 

1.75 4.60 4.70 3.20 3.30 

2.00 4.60 4.70 3.20 3.30 

2.50 4.60 4.70 3.20 3.30 

• Nrec and Vrec are valid for steel sheet with minimum tensile strength ≥ 360 N/mm 2 (≥ S280 EN 10326). 

• For intermediate sheet thicknesses, use recommended load for next smaller thickness or linear interpolation. 

• Recommended loads Nrec and Vrec are appropriate for Eurocode 1 wind loading design with a partial safety 

factor γF =1.5 for wind load and a partial resistance factor γM = 1.25 for the fastening. 

1) Required load reduction is taken into account in accordance with Eurocode 3-1-3, section 8.4 (9) and fig. 8.2. 

See also construction rules under spacings and edge distances. 

4.6 11 / 2007

Recommended loads – Aluminum sheeting 1) with fu ≥ 210 N/mm 2 

Trapezoidal profile (symmetric loading) 

Thickness Shear Tension 

tI [mm] Vrec [kN] Nrec [kN] 

0.60 0.75 0.35 

0.70 0.90 0.50 

0.80 1.00 0.65 

0.90 1.20 0.80 

1.00 1.30 0.95 

1.20 1.55 1.30 

1.50 1.85 1.45 

X-ENP 

2.00 2.55 1.90 

1) Constraint forces and corrosion aspects have to be considered. 

• For intermediate sheet thicknesses, use recommended load for next smaller thickness. 

• Recommended loads Nrec and Vrec are appropriate for Eurocode 1 wind loading design with a partial safety 

factor of γF =1.5 for wind load and a partial resistance factor γM = 1.25 for the fastening. 

Recommended loads – Other applications 

Vrec [kN] Nrec [kN] 

4.0 2.4 

• Fastened Parts: Clips, brackets, etc.; thick steel parts. 

• Redundancy (multiple fastening) must be provided. 

• The possibility of prying effects has to be considered 

• Failure of the fastened part is not considered in these values of Nrec, Vrec. 

• Valid for predominantly static loading 

• Global factor of safety is ≥ 3 based on 5% fractile value 

≥ 5 based on mean value 

Design 

Depending on the verification concept, the corresponding design criteria are given as following. 

Working load concept Partial safety concept 

Tensile loads N Sk ≤ N rec N Sd ≤ N Rd 

Shear loads V Sk ≤ V rec V Sd ≤ V Rd 

N-V Interaction 

For combined tensile and shear forces on the fastener, a linear function has to be used. 

( ) +( ) ≤ 1 ( ) +( 

VSk NSk VSd NSd) V rec 

N rec 

with: with: 

VSk, NSk unfactored characteristic load acting VSd, NSd Design load with γF = 1.5 

on the fastening (= working load) VRd, NRd Design resistance of the fastening 

Vrec, Nrec recommended (allowable) load with with γM = 1.25 

γGLOB = 1.875 VRd = VRk / 1.25 

NRd = αcycl NRk / 1.25 

αcycl = 1.0 according to ETA-04/0101 

11 / 2007 4.7 

V Rd 

N Rd 

≤ 1

X-ENP 

Test Data 

Testing and evaluation of design data have been done in accordance to European Technical 

Approval ETA-04/0101 which refers to Eurocode 3, part 1–3 (ENV 1993-1-3). The test procedure 

is described in detail in section Direct Fastening Technology of this manual. 

Application Requirements 

Thickness of base material 

Steel thickness tII 

tII 

Thickness of fastened material 

Sheet thicknesses and overlap types 

(a) 

single 

tII ≥ 6 mm 

(b) 

side lap 

(c) 

end overlap 

Nominal sheeting thickness tI [mm] Allowable overlap types 

0.63–1.00 a, b, c, d 

> 1.00–1.25 a, c 

(d) 

side lap and end overlap 

> 1.25–2.50 a 

With the above recommended sheet thickness and overlap types, it is not necessary to take 

into account the effect of constraints due to temperature for steel grades up to S320 (EN 

10326). For steel grade S350 (EN 10326) it shall be considered for design. Sheets of grade 

S350 on base material tII ≥ 8 mm have been verified by Hilti, forces of constraint can be neglected. 

4.8 11 / 2007

Spacing and edge distances (mm) 

Steel base material 

15 

Trapezoidal profiles 

Center fastenings in 

ribs 

Liner trays 

90° 

c 

Clearance to side of 

sheet 

7 

20 

Clearance to end of 

sheet 

c 

75 

c 

(1) 


sheet 

c ≤ 75 mm if possible 

1) If not possible, then as close as possible with fastening 

90° to surface plus a second fastener at the other 

side of the tray (as shown in graphs above). 

X-ENP 

Corrosion information 



using SDK 2 sealing caps, see corresponding chapter of this manual. Fastening of Aluminum 

sheeting is generally recommended only for indoor conditions. For further detailed information 

on corrosion see corresponding chapter in section Direct Fastening Technology. 

11 / 2007 4.9 

20 

10 

7 

45 

Double fastenings (asymmetric) 

Note: 

Reduced recommended load per fastening. 

Reduction depends on actual spacing and conditions. 

For further information contact Hilti. 

20 


sheet 

80 

Fastener spacing along 

sheet

X-ENP 

Recommended setting range 

X-ENP-19 with DX 76 and DX 860-ENP X-ENP-19 with DX 76 PTR 

Steel thickness tII [mm] 

22 

21 

20 

10 

18 

17 

16 

15 

14 

13 

12 

11 

10 

9 

8 

7 

Applicable 

range of base 

materials 

S 235 Jxx 

S 275 Jxx 

S 355 Jxx 

6 350 400 450 500 550 600 650 700 750 

Steel strength Rm [N/mm2 ] 

6 350 400 450 500 550 600 650 700 750 

4.10 11 / 2007 

Steel thickness tII [mm] 

22 

21 

20 

10 

18 

17 

16 

15 

14 

13 

12 

11 

10 

9 

8 

7 

Applicable 

range of base 

materials 

S 235 Jxx 

S 275 Jxx 

S 355 Jxx 

Steel strength Rm [N/mm 2] 

Working beyond the recommended application range will lead to an increase of the failure 

rate. 

Fastener selection and system recommendation 

Fasteners Tools 

Designation Item-Number 

Single nail: X-ENP-19 L15 283506 DX 76 F15, DX 76 PTR 

Collated nails: X-ENP-19 L15 MX, 283507 DX 76 MX, DX 76 PTR 

white cartridge strip 

X-ENP-19 L15 MXR, 283508 DX 860-ENP 

grey cartridge strip

Cartridge selection and tool energy setting 

DX 76 and DX 860-ENP 

>20 

10 

Red 4 

DX 76 PTR 

18 

17 

16 

15 

14 

or 

Black 2 

Black 4 

13 

Red 3 

or 

Black 3 

12 

11 

10 

Black 1 

9 

Blue 4 or 

Red 4 or 

8 

Red 2 

Black 2 

7 

Blue 3 Red 3 

6 

S 235 S 355 

Steel thickness t II [mm] 

X-ENP 

Fine adjustment by installation tests on site. 

Note for S275: 

Start with recommendation for S355. In case of too much energy: Reduction of tool energy 

setting or change of cartridge color till correct nail head stand-offs hNVS are achieved 

11 / 2007 4.11

X-ENP 

Fastening quality assurance 

Fastening inspection 

h NVS 

t II 

Σt I,tot ≤ 4 mm 

hNVS = 8.2–9.8 mm for tI,tot ≤ 4 mm 

Max 

Min 

X-ENP-19 L15 

Max 

Min 

X-ENP-19 L15 

hNVS = 8.2–9.8 mm hNVS > 8.2–9.8 mm 

(washers are not compressed) 

X-ENP-19 L15 

4.12 11 / 2007 

Max 

Min 

hNVS < 8.2–9.8 mm 

(washers are strongly damages by 

the tool piston)

X-ENP 2K Siding and Decking Nail 

Product data 

Dimensions 

o 3.7 

o 7.4 

o 15 

Applications 

Examples 

25.5 



Carbon steel shank: HRC 55.5 



Single nail: 

DX 76 F15, DX 76 PTR: X-ENP 2K-20 L15 

Collated nails: 

DX 76 MX, DX 76 MX PTR: X-ENP 2K-20 L15 MX 

(green magazine strip) 


X-ENP 2K 

Approvals 

CSTB (France), 

BUtgb (Belgium) 

Note: Technical data presented in these approvals and 

design guidelines reflect specific local conditions and may 

differ from those published in this handbook. 

Roof and floor decking Roof and floor decking Wall liners 

11 / 2007 4.13

X-ENP 2K 

Load data 

Design data 

Recommended loads 

Sheeting thickness Trapezoidal profile Liner trays 

tI [mm] (symmetric (asymmetric) 

nominal minimum Nrec [kN] Vrec [kN] Nrec [kN] Vrrec [kN] 

0.63 –– 1.20 1.40 –– –– 

0.75 0.65 1.80 1.70 1.25 1.20 

0.88 0.77 2.10 2.00 1.50 1.40 

1.00 0.89 2.70 2.20 1.90 1.55 

1.13 1.02 3.00 2.60 2.10 1.80 

1.25 1.13 3.00 3.00 2.10 2.10 

1.50 1.36 3.00 3.00 2.10 2.10 

1.75 1.60 3.00 3.00 2.10 2.10 

2.00 1.84 3.00 3.00 2.10 2.10 

• Recommended working loads valid for steel sheet minimum tensile strength ≥ 360 N/mm 2 . 


• Recommended loads include safety factor e 3.0 applied to characteristic loads NRk and VRk and are appropriate 

for EC 1 (or similar) wind loading designs. 

• For steel thickness, tII = 3–4 mm, reduce all recommended loads to 0.9 kN. 

Test data (examples) 

Important note: Test data are for information only and can't be used for design. These data 

are examples and not representing the whole range of applications and load cases. Recommended 

loads are in conjunction with allowable sheet thicknesses and overlap types. For 

more detailed information please contact Hilti. 

Characteristic tensile load Characteristic shear load 

Pull-out (base material) Pull-over (sheeting) Base steel Sheeting 

tII [mm] Ntest, k 1) [kN] tI [mm] Ntest, k [kN] tII [mm] tI [mm] Vtest, k [kN] 

2.7 6.52 0.75 6.70 5.0 0.75 5.91 

3.0 6.84 1.00 7.84 5.0 1.00 7.79 

6.0 6.88 1.25 10.24 5.0 1.25 10.09 

1) with 1 x 0.75 mm sheeting 

Application requirements 


tII = 4 -8mm 

tII = 4.0–8.0 mm for general shapes tII = 2.7–3.3 mm for concrete inlays 

4.14 11 / 2007 

tII = 2.7 -3.3mm



(a) 

single 

(b) 

side lap 

(c) 

end overlap 

Nominal sheeting thickness Overlap types 

tI [mm] tII = 3–4 mm tII ≥ 4 mm 

0.63–0.75 a, b, c, d a, b, c, d 

X-ENP 2K 

(d) 


> 0.75–1.00 a, c a, b, c, d 

• The recommendations apply if the supporting structure is flexible enough so that forces of constraint from 

temperature differentials can be neglected. 

• These recommendations are valid for sheets up to S350GD. 


Rolled I or wide flange shapes Angels 

tII = 4-8 

10 

11 / 2007 4.15 

bx** 

tII = 4 - 8* 

* For tII = 3 to 4 mm, restrictions on application. See approval or contact Hilti. 

** Maximum recommended bx ≤ 8 x tII however, jobsite verification advisable. 



ribs 

20 


sheet 

20 

10 

45 

Double fastenings 

Note: 



For further information contact Hilti.

X-ENP 2K 

Liner trays 

90° 

c 


sheet 

c 

75 

c 


sheet 

c ″ 75 mm if possible 

1) If not possible, then as close as possible with fastening 

90° to surface plus a second fastener at the other 

side of the tray (as shown in graphs above). 




using SDK 2 sealing caps. For further detailed information on corrosion see corresponding 

chapter in section Direct Fastening Technology. 


Steel thickness, tII [mm] 

9 

8 

7 

6 

5 

4 

S 235 

S 275 

2.7 

S 355 

350 400 450 500 550 600 650 

Steel strength Rm [N/mm2 ] 


4.16 11 / 2007 

20 


sheet 

80 

Fastener spacing along 

sheet 

Working beyond the recommended application 

range will lead to an increase of the failure 

rate. 



Single nail: X-ENP 2K-20 L15 385133 DX 76 F15, DX 76 PTR 

Collated nails: X-ENP 2K-20 L15 MX 385134 DX 76 MX, DX 76 PTR


DX 76 DX 76 PTR 


8 

6 

5 

4 

2.7-3.3 

Blue 3 

Blue 2 

Yellow 4 

Green 4 

Green 1 

Cartridge selection 




Max 

Min 

hNVS 

X-ENP2K-20 L15 

Max 

Min 

X-ENP 2K 

11 / 2007 4.17 


6 

5 

4 

2.7-3.3 


hNVS = 7–11 mm hNVS > 7–11 mm 

(washers are not compressed) 

Max 

Min 

Blue 4 

Green 4 


hNVS = 7–11 mm 

hNVS = 8.2–9.8 mm when used in combination with SDK2 sealing cap 

(see page fastener inspection for X-ENP) 


hNVS < 7–11 mm 

(washers are strongly damages by 

the tool piston)

X-ENP 2K 

4.18 11 / 2007

SDK2 Sealing Caps for Cladding Fastening 

Product data 

Dimensions 

SDK 2 sealing cap 

stainless steel 

(DIN 1.4301) 

ASTM 304) 

neoprene 

Applications 

Examples 

A 

A 

22.5 

A A 

Roof and wall cladding on single 

skin buildings 

14.7 

SDK 2 


Compatible DX fasteners 

X-ENP-19 L15 Base material thickness tII ≥ 6 mm 

X-ENP 2K-20 L15 Base material thickness tII = 3–6 mm 

Fastening tool 

SW/SDK2 setting tool 

Stainless steel cap not affected by 

atmospheric corrosion 

Space under the cap isolated from 

the atmosphere 

Neoprene washer insulates against 

contact corrosion and seals the space 

under the cap-off from the atmosphere 

Pressure the washer seals the gap 

between the sheet and the base steel 

Corrosion protection 

11 / 2007 4.19

SDK 2 



For detailed information on X-ENP-19 L15 and ENP2K-20 L15 please see the according 

product pages. 

X-ENP-19 L15 

hNVS = 8.2–9.8 mm 

Installation 

90° 

≤10° 

hNVS 

X-ENP 2K-20 L15 

≤10° 

Position the DX tool so that nail inclination is limited to 

max. 10° from perpendicular to surface 

90° ≥ 38 mm 

4.20 11 / 2007 

hNVS 

Centre fastening in valley. 

38 mm min. valley width 

≥ 6° 

Minimum roof slope 6°

NPH Siding and Decking Nails to Concrete 

Product data 

Dimensions 

o 4.5 

o 7.4 

o 15 

Applications 

Examples 

46.8 






Cartridges: 

DX 76 F15, DX 750: 6.8/18M blue 


Approvals 

SOCOTEC (France) 

BUtgb (Belgium) 

Roof decking Wall liners 

City of Vienna 

Note: Technical data presented in these approvals and 

design guidelines reflect specific local conditions and may 

differ from those published in this handbook. 

11 / 2007 4.21 

NPH

NPH 

Load data 

Design data 


Sheeting thickness Trapezoidal profile Liner trays 

tI [mm] (symmetric (asymmetric) 

nominal minimum Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN] 

0.75 0.65 1.80 1.20 1.30 1.20 

0.88 0.77 2.10 1.50 1.50 1.50 

1.00 0.89 2.40 1.80 1.70 1.80 

1.13 1.02 2.70 2.20 1.90 2.20 

1.25 1.13 3.00 2.50 2.10 2.50 

1.50 1.36 3.00 3.00 2.50 3.00 

1.75 1.60 3.00 3.00 2.50 3.00 

2.00 1.84 3.00 3.00 2.50 3.00 

• Recommended working loads valid for steel sheets with a minimum tensile strength of ≥ 360 N/mm 2 . 


• Recommended loads are appropriate for EC1 (or similar) wind loading designs. 

• The safety factor included is at least 2.0 applied to the static 5 % fractile value and 1.3 to the cyclic (5000 

cycles) 5 % fractile value 

Test data 





Characteristic tensile load Characteristic shear load 

Pull-out (concrete) Pull-over (sheeting) Concrete Sheeting 

fcc [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] fcc [MPa] tI [mm] Vu, m [kN] 

28.1 10.46 0.75 7.80 39.0 2 x 1.25 12.8 

63.2 9.50 1.00 8.99 56.0 2 x 1.25 13.4 


1.25 10.29 


Minimum thickness of concrete member hmin = 160 mm 

4.22 11 / 2007



(a) 

single 

(b) 

side lap 

(c) 

end overlap 

Nominal sheeting thickness tI [mm] Allowable overlap types 

0.63–1.13 a, b, c, d 

11 / 2007 4.23 

NPH 

(d) 


> 1.13–2.50 a 

• With the above recommended sheet thickness and overlap types, the effects of temperature induced forces of 

constraint during construction can be neglected. 


• With other sheets or overlaps or when unusually large forces of constraint are expected, analyze the structural 

system to insure that the shear force acting on the nail does not exceed Vrec. 


Trapezoidal profiles to girders or purlins 

Liner trays to columns 

300 

300 

90 

180 

300 

100 

100 

90 



weather conditions or moist atmospheres. For further detailed information on corrosion see 

corresponding chapter in section Direct Fastening Technology. 

75 

200 

75 

20 

100 

200 

100 

20 

12 

150 

90∞

NPH 


Types of concrete • Precast and cast-in-place pre-stressed concrete 

• Precast and cast-in-place reinforced concrete 

Concrete design strength • Minimum C20/25 (fcc = 20 N/mm 2 , fc = 25 N/mm 2 ) 

• Maximum C45/55 (fcc = 45 N/mm 2 , fc = 55 N/mm 2 

• The NPH/DX-Kwik system has been successfully used in 

concrete having an in-place cube strength of 70 N/mm 2 

Minimum strength/age at • C20/25 concrete must be 28 days old 

time of fastening • C45/55 concrete must be 15 days old 

Minimum dimensions • Minimum width = 180 mm 

of concrete member • Minimum thickness = 160 mm 

Fastener selection 

Fasteners Tool 

Designation Item no. 

NPH2-42 L15 40711 DX 76 F15 


Cartridges 6.8/18 M blue 

Tool energy adjustment by setting tests on site 



23 

NPH2-42 L15 

7.5 -11 mm 

1. Insure that pre-drilling is 

done with the recommended 

bit TX-C-5/23 (Item- 

Number: 291934) 

2. Check for conformance to 

recommendations (detailing 

spacing and edge distances 

for fastening) 

3. Check the nail head standoff 

of completed fastenings 

4.24 11 / 2007

Installation 

Pre-drill with TX-C-5/23 drill bit 

(Item-Number: 291934) 

Place fastener with DX 76 / DX 750 Fastening completed 

11 / 2007 4.25 

NPH

NPH 

4.26 11 / 2007

X-HVB Shear Connectors 

Product data 

Dimensions 

X-HVB 140 X-HVB 125 

2.5 

51 

63 

142.5 

20.6 

31 

2.5 

X-HVB 110 X-HVB 95 

2 

51 

63 

112.5 

X-HVB 80 

2 

50 

60 

80 

20.6 

31 

24.3 

X-ENP-21 HVB 

(Former designation 

of the Nail was 

ENPH2-21L15) 

o 4.5 

yellow 

o 7.4 

o 15 

51 

63 

2 

50 

60 

127.5 

95 

X-HVB 50 

2 

50 

88 

25.8 

52 

20.6 

31 

24.3 

24.3 



X-HVB 

X-HVB 

Carbon steel: Rm = 295–350 N/mm 2 

Zinc coating: ≥ 3 µm 

X-ENP-21 HVB 

Carbon steel shank: HRC58 


Fastening tools and equipment 

Tool DX 76 

Fastener Guide X-76-F-HVB 

Piston X-76-P-HVB 

Cartridges 6.8/18M black, red 

(details see application 

limit X-ENP-21 HVB) 


Approvals and design guidelines 

SOCOTEC (France) 

City of Vienna (Austria) 

ÖNORM (Austria) 

DIBt (Germany) 

SCI (UK), TZÚS (Czech) 

Note: Technical data presented in these approvals 

and design guidelines reflect specific local conditions 

and may differ from those published in this handbook. 

If the fastening is subject to an approval process or 

where a design guideline must be used, technical data 

in the approval or design guideline has precedence 

over data presented here. Approval copies are available 

from your Hilti technical advisory service. 

11 / 2007 4.27

X-HVB 

Applications 

Examples 

Load data 

Design data 

Solid slabs 

Characteristic shear Design shear Allowable horizontal Allowable resistance 

resistance resistance shear (working load) 

Nominal PRk [kN] 1) PRd [kN] 2) q [kN] 3) RD [kN] 4) 

X-HVB 50 23 18 N.A 13 

X-HVB 80 28 23 14 16 

X-HVB 95 35 28 17.5 22 

X-HVB 110 35 28 17.5 22 

X-HVB 125 35 28 17.5 22 

X-HVB 140 35 28 17.5 22 

1) As defined in ENV 1994-1-1 (Nominal strength in AISC-LRFD; unfactored shear resistance in CISC, Qk in BS 

5950:3:3.1:1990) 

2) As defined in ENV 1994-1-1 (Qp in BS 5950:3:3.1:1990) 

3) Allowable shear in AISC-ASD 

4) Allowable shear for working load design (unfactored loads) per ENV 1994-1-1, SIA 161, and most other Euro- 

pean codes 

Shear connecters for: 

• composite beam action 

• end anchorage of composite decking 

• floor diaphragm 

• resist lateral buckling 

4.28 11 / 2007

Reduction factors for profile metal decks 

Ribs transverse to beams 

kt = 

K 

��Nr 

· 

b0 

hap 

· 

Note: kt ≤ 1.0 

Engineering advice 

hsc–hap 

ENV 1994-1-1 designs: 

K = 0.70 

X-HVB 

Nf = HVB's / rib (≤ 2 in the calculation even if 3 are placed in 

a rib) 

AISC, CISC, BS 5950, other design codes: 

K = 0.85 

Nf = HVB's / rib (1, 2 or 3) 

Connector placement along the beam 

The HVB is a flexible connector and may be uniformly distributed between points where large 

changes in shear flow occur. These points are e.g. supporting points, points of application of 

point loads, areas with extreme values of bending moments. 

Partial shear connection 

Strength: 

The minimum connection depends on the design code used: 

a) In ENV 1994-1-1 and BS 5950 designs, N/Nf , must be at least 0.4. This is increased 

depending on span length and decking geometry. 

b) In AISC, N/Nf must be at least 0.25. 

c) In CISC, N/Nf must be at least 0.50. 

Deflection control only: 

If the shear connection is needed for deflection control only, no minimum degree of connection, 

however, minimum allowable connector spacing applies and steel beam must have enough 

strength to carry the self-weight and all imposed loads. 

11 / 2007 4.29 

hap 

Ribs transverse to beams b0 

for ≥ 1.8 ⇒ kp = 1.0 

Note: kp ≤ 1.0 

hap 

b0 

b0 

for < 1.8 ⇒ kp = 0.6 x × hsc–hap 

hap 

hap 

hap

X-HVB 

Test data 

Important note: Test data are for information only and can't be used for design. These data are 

examples and not representing the whole range of applications and load cases. For more 

detailed information please contact Hilti. 

Typical load displacement curve form Push-out test with 8 X-HVB 110 

P [kN] 

500 

450 

400 

350 

300 

250 

200 

150 

100 

Transducer 2 

50 

0 

Transducer 7 

Average 1 

-1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 

Slip δ [mm] 



8 


1 x 1.25 

Minimum thickness of steel base material tII = 8 mm 

Maximum thickness of decking tI = 1.25 mm 

4.30 11 / 2007

Connector positioning, spacing and edge distances 

General positioning 

= = 

40 mm 

X-HVB 

Position the HVB's so that the shear force is transferred symmetrically to the beam. The HVB 

orientation parallel to the axis of the beam is preferred. 

Positioning on metal decks - ribs transverse to beam 

1) One, two or three HVB's per rib; ⊥ or II to beam 

2a) Position in the rib : 1 HVB per rib – leg centered in the rib or 40 mm clearance 

2b) With 2 or 3 HVB's per rib – Legs centered in the rib or alternated about the center 

3) Spacing along the ribs 

• basic minimum spacing, a ≥ 50 mm 

• a ≥ 100 mm for: 

bo/m < 0.7 and bo/hap < 1.8 

SDI 3” composite decking (USA) 

m = rib spacing 

or or 

= = 

50 mm a 

11 / 2007 4.31

X-HVB 

Positioning on metal decks – ribs parallel to beam and solid slabs 

£ 4 hc 

£ 600 mm 

100 mm 

hc 

£ 4 hc 

£ 600 mm 

100 mm 

• With 1 connector per row, alternate direction of connectors from row to row. 

• With 2 or 3 connecters per row, alternate direction of connectors inside of each row and 

from row to raw. 

Clearance to metal decking 

bo 60 mm 

Split decking if necessary for spacing / clearance 


20 mm 

4.32 11 / 2007 

hc 

50 mm 



corresponding chapter in section Direct Fastening Technology.


Application limits are valid only if correct cartridge and power setting are used! 

Application limits X-ENP-21 HVB Cartridge pre selection and power setting 


>20 

10 

18 

17 

16 

15 

14 

13 

12 

11 

10 

Applicable 

range of base 

materials 

9 

S 235 Jxx 

8 

S 275 Jxx 

7 

S 355 Jxx 

6 

350 400 450 500 550 600 650 700 750 

Steel strength, Rm [N/mm 2] 

In thermo-mechanically rolled construction 

steel, e.g. S 355M per EN 10025-4 the application 

limit is reduced by 50 N/mm 2 

X-HVB 

11 / 2007 4.33 

Base material thickness tII [mm] 

>20 

10 

18 

17 

16 

15 

14 

13 

12 

11 

10 

9 

8 

7 

6 

Red 4 

or 

Black 2 

Red 3 

or 

Black 1 

Blue 4 or 

Red 2 

Black 4 

Black 3 

Red 4 or 

Black 2 

Blue 3 Red 3 

S 235 S 355 

Fine adjustment by setting tests on site

X-HVB 


Connector 

Maximum decking height hap [mm] 

Designation Item-Number b0 / hap ≥ 1.8 b0 / hap < 1.8 

X-HVB 50 56467 Not for use with profiled decking 

X-HVB 80 239357 45 45 

X-HVB 95 239358 60 57 

X-HVB 110 239359 75 66 

X-HVB 125 239360 80 75 

X-HVB 140 239361 80 80 

all connectors with two nails 

X-ENP-21 HVB 283512 

hNVS 

b 0 

8 mm 

h c 

h sc 

h ap 



X-HVB 

Metal decking 

Structural steel 

X-ENP-21 HVB hNVS = 8.2–9.8 mm 

4.34 11 / 2007 

£ 1 x 1,25 

b 0

X-EDNK 22 THQ 12, X-EDN 19 THQ 12 

Diaphragm Decking Nails 

Product data 

Dimensions 

X-EDNK22 THQ12 M 

o 3.7 

o 8.2 

o 12 

24.4 

X-EDN19 THQ12 M 

o 3.7 

o 8.2 

o 12 

Applications 

Examples 

21 







X-EDN19 THQ12 

DX 860-HSN Collated nails: 

DX 460 MX SM X-EDNK22 THQ12 M, 

R4-X12 grey magazine strip 

X-EDN19 THQ12 M, 



Approvals 

FM, UL, ICC, 

SDI (USA) 

Roof decking (diaphragm design) Floor decking (diaphragm design) 

11 / 2007 4.35


X-EDN19 THQ12 

Load data 

Design data 


Sheeting thickness Trapezoidal profile 

tI [mm] Nrec [kN] Vrec [kN] 

0.63 1.10 1.50 

0.75 1.20 1.70 

0.88 1.50 2.00 

1.00 2.00 2.20 

1.25 2.50 2.50 

1.50 2.50 2.50 

• Recommended loads valid for steel sheet with minimum tensile strength ≥ 360 N/mm 2 . 


• Recommended loads include safety factor 3.0 applied to characteristic (NRk and VRk) and are appropriate for 

Eurocode 1 (or similar) wind loading designs. 

• For base steel thickness, tll = 3–4 mm, reduce all recommended loads to 0.9 kN. 

Test data 





X-EDNK22 

Characteristic tension loads Mean ultimate shear loads 


tIl [mm] fu [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] tIl [mm] tI [mm] Qf [kN (lb)] 

3.0 390 5.49 0.75 4.56 3.0 0.75 5.78 (1298) 

6.0 440 15.52 1.0 8.18 4.5 1.5 13.35 (3000) 

X-EDN19 

Characteristic tension loads Mean ultimate shear loads 


tIl [mm] fu [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] tIl [mm] tI [mm] Qf [kN (lb)] 

4.0 460 8.26 0.75 4.18 4.5 0.75 6.61 (1486) 

10.0 450 12.76 1.0 8.76 8.0 1.5 12.74 (3862) 

4.36 11 / 2007



Recommended flange thickness 



(a) 

single 

(b) 

side lap 

S235 S355 

X-EDNK22 3– 6 mm 3–6 mm 

X-EDN19 5–10 mm 5–8 mm 

(c) 

end overlap 


X-EDN19 THQ12 

(d) 


Fastener Nominal sheeting thickness Overlap types 

tlI [mm] tIl = 3–4 mm tIl ≥ 4 mm 

X-EDNK22 0.63–0.75 a, b, c, d a, b, c, d 

0.75–1.00 a, c a, b, c, d 

X-EDN19 0.63–0.75 – a, b, c, d 

0.75–1.00 – a, c 

• The recommendations apply if the supporting structure is flexible enough so that forces of constraint from 

temperature differentials can be neglected. 


11 / 2007 4.37


X-EDN19 THQ12 


Steel base material 

Rolled I or wide flange shape Angles 

10 

* For tII = 3–4 mm, restrictions on application. See approval or contact Hilti. 

** Maximum recommended bx ≤ 8 x tII however, jobsite verification advisable 



ribs 

20 







sheet 

S235 S355 

X-EDNK22 3– 6 mm 3–6 mm 

X-EDN19 5–10 mm 5–8 mm 

For tII = 3–4 mm, restrictions on application. 

See approval or inquire at Hilti. 

4.38 11 / 2007 

20 

bx** 

10 

45 

Double fastenings 

Note: 



Inquire at Hilti.




Collated nails: X-EDNK22 THQ12 M, 34133 DX 860-HSN 

grey magazine strip DX 460 MX 

X-EDN19 THQ 12 M , 34134 R4-X12 



35 ksi 

70 ksi 

27 Cal short 

Yellow 

1/8" 3/16" 1/4" 3/8" 

3.2mm 4.8mm 6.4mm 9.5mm 

X-EDNK 22 X-EDN 19 




X-EDNK22 THQ12 X-EDN19 THQ12 

5-9 mm 

27 Cal short 

Purple 


X-EDN19 THQ12 

11 / 2007 4.39


X-EDN19 THQ12 

4.40 11 / 2007

X-EDNI, EDS 

X-EDNI, EDS General Purpose Nails for Steel 

Product data 

Dimensions 

X-EDNI__P8 

2.4 

X-EDNI__S12 

o8 

2.4 

EDS__P10 

o10 

2 

o3.7 

Examples 

o3.7 

L S 

1 

LS 

o4.5 

Applications 

LS 

o12 

o8 



Carbon steel shank: 

X-EDNI 12–22 HRC 55.5 

EDS 19/22 HRC 55.0 

EDS 27 HRC 53.5 

X-EDNIH 16 HRC 58.0 



DX 460, DX 460 MX, DX 462, DX 76 


Approvals 

ICC (USA): X-EDNI and EDS 

ABS & LR: all types 

Metal brackets, clips, etc. Drywall track Fixture for mechanical trades 

11 / 2007 4.41

X-EDNI, EDS 

Load data 

Design data 

Recommended loads ( predominantly static) 

Steel sheet fastening 

X-EDNI _ P8/MX X-EDNI _ S12 EDS _ P10 

tI [mm] Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN] 

0.75 1.0 1.2 1.4 1.2 1.1 1.5 

1.00 1.2 1.8 1.8 1.8 1.3 2.3 

1.25 1.5 2.6 2.2 2.6 1.7 3.2 

2.00 2.0 2.6 2.2 2.6 2.4 4.0 

• Recommended loads valid for steel sheet with minimum tensile strength ≥ 360 N/mm 2 . 


• Nrec and Vrec include an overall safety factor of 3.0 applied to the characteristic test data. 

Static test: Nrec = Ntest,k / 3.0, Vrec = Vtest,k / 3.0 

• For X-EDNI H16 S12: tll min = 8 mm for tl ≥ 1.5 mm and tll min = 6 mm for tl ″ 1.25 mm 

Forces of constraint 

When fastening large pieces of steel, the possibility of shear loadings from forces of constraint 

should be considered. Avoid exceeding Vrec for the fastener shank! 

Deflection due to primary loading Temperature effect 

P 

P 

4.42 11 / 2007



tII = 4 -6mm 


tI ≤ 3 mm 

Steel fastened material 

″ 3 mm thick, usually deforms 

with the displaced base material 

to allow a tight fit between 

fastened steel and base material 

without pre-drilling. 

Because conditions may vary, 

trial fastenings are recommended 

tI > 3 mm 

Without pre-drilling: 

Steel fastened material > 3 M 

mm thick is too stiff too fully 

deform with the displaced 

M 

base material. The gap, which 

increases with increasing tI, 

can result in bending 

moments being applied to the 

nail shank. 

With pre-drilling: 

If a gap between the fastened 

part and the base material is 

unacceptable, the fastened 

part can be prepared with 

drilled holes. 

tll (mm) 

X-EDNI ≥ 4 

EDS, X-EDNI H16 S12 ≥ 6 

ds 

o12 

120° 

X-EDNI, EDS 

11 / 2007 4.43 

3 

3 

To prevent imposition of a 

moment on the shank of fastener, 

use three fasteners in a 

group.

X-EDNI, EDS 


Rolled shapes Cold formed shapes Fastened material 

15 

10 

≤ 7 

tII 

7 

tII 

10 

10 







rate. 

Sheet thickness, tII [mm] 

20 

15 

2 X-EDNIH 3 

EDS 

25 

10 

4.44 11 / 2007 

≤ 7 

tII 

7 

tII 

➀ X-EDNI and DX 460 

➁ X-EDNIH and DX 462 

10 1 X-EDNI 

5 

0 

400 500 600 700 

Steel strength, Rm [N/mm2] ➂ EDS and DX 76 

S 235 Jxx 

S 275 Jxx 

S 355 Jxx 

• Limit lines valid for steel, tI ≤ 3 mm 

• For steel tI > 3 mm and without pre-drilling, either make 

trial fastenings or adjust tIl to tIl + tI before using the 

chart. 

20 

12 

20


Cartridge recommendation 


Fastener Cartridge selection and tool energy setting 

X-EDNI Cartridge recommendation: 6.8/11M red 

EDS Cartridge recommendation: 6.8/18M red or black 

X-EDNI, EDS 

Base material Fixed material thickness tI [mm] Fastener Item no. Ls hET DX tools 

thickness ≤1 2 3 5 6 7 8 9 13 [mm] [mm] 

tII,min ≥ 4 mm ■ X-EDNI 12 P8 34345 12 10-14 DX 460 

■ ■ X-EDNI 16 P8 34536 16 10-14 

■ ■ ■ X-EDNI 19 P8 34537 19 10-14 

■ ■ ■ ■ X-EDNI 22 P8 34538 22 10-14 

■ ■ X-EDNI 16 MX 34541 16 10-14 DX460MX 

■ ■ ■ X-EDNI 19 MX 34542 19 10-14 

■ ■ ■ ■ X-EDNI 22 MX 34543 22 10-14 

■ ■ X-EDNI 16 S12 244654 16 10-14 DX 460 

■ ■ ■ X-EDNI 19 S12 244655 19 10-14 

■ ■ ■ ■ X-EDNI 22 S12 244656 22 10-14 

tII,min ≥ 6 mm ■ ■ X-EDNI H16 S12 313009 16 10-14 DX 462 

tII,min ≥ 6 mm ■ ■ ■ ■ EDS 19 P10 46554 19 12-17 DX 76 

■ ■ ■ ■ EDS 22 P10 46556 22 12-17 

■ ■ ■ EDS 27 P10 46557 27 12-17 

■ recommended thickness MX: collated nails for magazine 



Ls = hET + tl or Ls = hET + tl + 1 for X-EDNI__S12 

X-EDNI __ P8/MX EDS __ P10 X-EDNI __ S12 

hNVS hNVS hNVS 

hNVS = 3.5–4.5 mm hNVS = 3.0–4.0 mm hNVS = 4.0–5.5 mm 

11 / 2007 4.45

X-EDNI, EDS 

4.46 11 / 2007

X-BT Stainless Steel Threaded Studs 

Product data 

Dimensions 

X-BT W10-24-6 SN12-R 

X-BT M10-24-6 SN12-R 

1 2 3 

M10/ 

W10 

24 [0.945"] 4 

31.3 [1.232"] 

X-BT W10-24-6-R 

X-BT M10-24-6-R 

1 2 

M10/ 

W10 

Applications 

Examples 

Threaded stud applications especially for: 

• High strength steel 

• Coated steel structures 

• Through penetration 

of base steel is not 

allowed 

4.7 - 5.5 mm 

o 4.5 

[0.177"] 

26 [1.024"] 

31.3 [1.232"] 

o 4.5 

[0.177"] 

o 12 

[0.472"] 

≥ 8 mm 

X-BT M8-15-6 SN12-R 

1 2 3 

M8 

14 4 

[0.551"] 

21.3 

[0.839"] 

o 4.5 

[0.177"] 

X-BT M8-15-6-R 

1 

M8 

2 

16 

[0.630"] 

21.3 

[0.839"] 

o 4.5 

[0.177"] 

o 12 

[0.472"] 



Grating with X-FCM-R 

Base plates Installation rails Junction box, etc. Grounding / Bonding 

X-BT 

➀ Shank: CR-500 (CrNiMo alloy), 

MCR 49 

fu ≥ 1850 N/mm 2 

➁ Threaded sleeve: X2CrNiMo 17132 

➂ SN12-R washers: X5CrNiMo 17-12-2+2H 

➃ Sealing washers: Elastomer, black 

Resistant to UV, salt wa 

water, water, ozone, oils, 

etc. 


DX 351-BT / BTG 


Approvals 

ICC ES (USA) 

11 / 2007 4.47 

R

X-BT 

Load data 

Design data 

Steel grade: S235, S355, Grade 50 

Europe, USA A36 and stronger steel 

Tension, Nrec [kN/lb] 1.8 / 405 2.3 / 517 

Shear, Vrec [kN/lb] 2.6 / 584 3.4 / 764 

Moment, Mrec [Nm/lb] 8.2 / 6 8.2 / 6 

Torque, Trec [Nm/lb] 8 / 5.9 8 / 5.9 

Conditions for recommended loads: 

• Global factor of safety for static pullout > 3 (based on 5% fractile value) 

• Minimum edge distance = 6 mm [ 1 /4”]. 

• Effect of base metal vibration and stress considered. 


• The recommended loads in the table refer to the resistance of the shank cross-section. The loads acting on the 

cross-section (N' and V') are influenced by the characteristics and arrangement of the part or material fastened 

and may not be the same as the loads acting on the fastened part or material (N and V). The existence and/or 

magnitude of moment acting on the fastener shank (M') is influenced by the characteristics and arrangement 

of the fastened part or material. 

Cyclic loading: 

• Anchorage of X-BT-R threaded stud in steel base material is not affected by cyclic loading. 

• Fatigue strength is governed by fracture of the shank. Inquire at Hilti for test data if high cycle loading has to be 

considered in the design. 

Test data 


are examples and not representing the whole range of applications and load cases. The use 

of the X-BT in base steel with a thickness below 8 mm will damage the backside of the steel. 

For more detailed information please contact Hilti. 

Characteristic Pllout Load [kN] 

Base steel thickness, tII [inch] 

10 2250 

9 

2000 

8 

7 

1750 

1500 

6 

1250 

5 

4 

1000 

3 

750 

2 

500 

1 

250 

0 

0 

Base steel thickness, tII [mm] 

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 

Range of 5% fractile values, N5% 

in various tests 

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 

4.48 11 / 2007 

Ultimate pullaout load [lbs.] 

N' 

M' 

V'



> 8mm [5/16"] 


X-BT M8: tI ≤ Lg - twasher - tnut ≤ 7.0 mm 

X-BT M10 / X-BT W10: tI ≤ Lg - twasher - tnut ≤ 15.0 mm 

tNUT 

tWASHER 

> 8mm [5/16"] 

tI 

Lg 

Spacing and edge distances 

Edge distance: ≥ 6 mm Spacing: ≥ 15 mm 

> 6 

[0.236"] 

> 8mm [5/16"] 

> 6 

[0.236"] 

> 15 > 6 > 15 

[0.591"] [0.236"] [0.591"] 

> 8mm [5/16"] 

> 6 > 15 

[0.236"] [0.591"] 

> 15 

[0.591"] 


The corrosion resistance of Hilti CR500 stainless steel material is equivalent to AISI 316 (A4) 

steel grade 


X-BT 

• tII ≥ 8 mm [ 5 /16”] → No through penetration 

• No limits with regards to steel strength 

11 / 2007 4.49

X-BT 



Designation Item no. Designation 

X-BT M8-15-6 SN12-R 377074 DX 351-BT/ BTG 

X-BT M10-24-6 SN12-R 377078 DX 351-BT/ BTG 

X-BT W10-24-6 SN12-R 377076 DX 351-BT/ BTG 

X-BT M8 without washer 377073 DX 351-BT/ BTG 

X-BT M10 without washer 377077 DX 351-BT/ BTG 

X-BT W10 without washer 377075 DX 351-BT/ BTG 


6.8/11 M high precession brown cartridge 

Fine adjustment by installation tests on site 



hNVS 

X-BT M8 

hNVS = 15.7–16.8 mm 

X-BT M10 / X-BT W10 

hNVS = 25.7–26.8 mm 

Installation 

X-BT with washer X-BT without washer 

Fastened material hole ∅ 

≥ 13 mm 

Fastened material hole ∅ 

≥ 11 mm for X-BT M/W10 

≥ 9 mm for X-BT M8 

4.50 11 / 2007

1. 

Mark location for 

each fastening 

2. 

Pre-drill with 

TX-BT 4/7 step 

shank drill bit 

A 

Pre-drill until the 

shoulder grinds a 

shiny ring (to assure 

proper drilling depth) 

Before fastener 

installation: 

The drilled hole must 

be clear of liquids 

and debris. The area 

around the drilled 

hole must be free 

from liquids and 

debris. 

3. 

Drive X-BT-R 

studs into drilled 

hole 

51 

Adjust power on 

DX 351 BT so that 

the fastener standoff 

hNVS, is not greater 

than: 

hNVS ≤ 26.8 mm 

(X-BT M/W10....-R) 

hNVS ≤ 16.8 mm 

(X-BT M8…-R) 

hNVS 

3 2 1 

4. 

Hang unit on studs. 

Put on washers and 

hand tighten nuts 

Sealing washer must 

be properly compressed! 

5. 

Tighten using a 

screwdriver with 

torque clutch 

X-BT 

Tightening torque: 

Trec ≤ 8 Nm 

(5.9 ft-lb)! 

11 / 2007 4.51 

Trec 

Hilti Torque 

screwdriver: setting: 

SF 121-A 11 

SF 150-A 9 

SF 180-A 8

X-BT 

4.52 11 / 2007

M6/W6 o 3.7 

o 3.8 o 8 

1.7 

Lg 

L 

Ls 

X-EM / X-EW 

X-EM 6H, X-EW 6H, X-EF 7H, X-EM 8H, 

X-EM 10H, X-EW 10H Threaded Studs for Steel 

Product data 

Dimensions 

X-EM6H/EW6H-__-9 FP8 

X-EM8H-__-12 P8 

o 5.5 

3.5 

M8 

Lg 

L 

o 4.5 

12 

X-EM10H-24-12 P10 

o 5.5 

3.5 

M10/W10 

24 

39.5 

o 4.5 

12 

o 8 

o 10 

X-EF7H-7-9 FP8 

F7 

o 3.8 

1.7 

o 3.7 

10 10 

20 

X-EM8H-15-12 FP10 

o 5.5 

3.5 

M8 

o 4.5 

15 12 

30.5 

X-EW10H-30-14 P10 

W10 

o 5.2 

30 14 

44 

For dimension details see chapter fastener selection 

Applications 

Examples 

Base plates for pipe 

rings 

Hanging with threaded 

couplers 

o 8 

o 10 

o 10 




Zinc coating: 1 ) 5–13 µm 

1 ) Zinc coating (electroplating for corrosion protection 

during construction and service in protected environment) 


DX 460, DX 76, DX 600 N 


Approvals 

ICC-ES ESR-2347 X-EW6H, X-EW10H, 

(USA): X-EM8H 

FM 3026695: X-EW6H, X-EW10H 

UL: EX2258: X-EW6H, X-EW10H 

ABS, LR: all types 

Electrical boxes Miscellaneous attachments 

11 / 2007 4.53

X-EM / X-EW 

Load data 

Design data 


Fastener Shank 

designation ds x Ls [mm] Nrec [kN] Vrec [kN] Mrec [kN] 

X-EM6H, X-EW6H, X-EF7H 3.7 x 8.5 1.6 1.6 5.0 

X-EM8H, X-EM10H 4.5 x 12.0 2.4 2.4 9.0 

X-EW10H-30-14 5.2 x 15.0 3.0 3.0 14.0 

Conditions 

• Predominantly static loading. 

• Strength of fastened material must be considered. 

• Observance of all application limitations and recommendations. 

• The recommended loads in the table refer to the resistance of the shank cross-section. 

The loads acting on the cross-section (N' and V') are influenced by the characteristics 

and arrangement of the part or material fastened and may not be the same 

as the loads acting on the fastened part or material (N and V). 

• The existence and/or magnitude of moment acting on the fastener shank (M') is 

influenced by the characteristics and arrangement of the fastened part or material. 

Test data 


are examples and not representing the whole range of applications and load cases. For more 


4.54 11 / 2007 

N' 

Characteristic Embedment Steel Steel 

pull-out load depth thickness strength 

NRk [kN] hET [mm] tIl [mm] fu [N/mm 2 ] 

X-EM6H (DX 460) 8.9 9.3 4 376 

14.9 8.2 20 576 

X-EM8H (DX 460) 18.4 13.4 6 391 

19.3 10.8 20 570 

X-EW10H-30-14 P10 (DX 600N) 24.4 13.5 6 698 

12.0 10.9 20 695 

V' 

M'



Minimum steel thickness: 

X-EM6H/EW6H, X-EF7H ≥ 4 mm 

X-EM8H/EW8H, X-EM10H/EW10H ≥ 6 mm 


X-EM / X-EW 

tI ≤ Lg – twasher – tnut ≅ 1.5–33.0 mm Trec 


Edge distance and spacing: c = s ≥ 15 mm 

11 / 2007 4.55 

tll 

c c s s 





tII 

tII 

tI

X-EM / X-EW 



rate. 

X-EM6, X-EW6, X-EF7 

Steel thickness tII, [mm] 

20 

18 

16 

14 

12 

350 400 

500 600 700 

Steel strength, Rm [N/mm2] 10 

8 

6 

4 

S235Jxx 

S275Jxx 

450 

S355Jxx 

550 650 

X-EM8 


20 

18 

16 

14 

12 

1 

X-EM10/EW10 


2 

350 400 

500 600 700 


8 

6 

4 

S235Jxx 

S275Jxx 

450 

S355Jxx 

550 650 

20 

18 

16 

14 

350 400 

500 600 700 


10 

8 

6 

S235Jxx 

S275Jxx 

S355Jxx 

450 550 650 

1 

2 

1 

2 

DX 460 tool: 

➀ X-EF7H-__-9 

➁ X-EM6H-__9, 

X-EW6H-__-9 

DX 460 tool: 

➀ X-EM8H-__-12 

DX 76 tool: 

➁ X-EM8H-15-12 

DX 76 tool: 

➀ X-EM10H-24-12 

DX 600 N tool: 

➁ X-EW10H-30-14 

4.56 11 / 2007


Base material Fastened Fastener Threading Shank DX tools 

thickness thickness Designation 1 ) Item no. length lengths 

tll,min [mm] tl,max [mm] Lg [mm] Ls [mm] 

4.0 1.5 X-EM6H-8-9 FP8 380963 8 8.5 DX 460 

4.5 X-EM6H-11-9 FP8 380962 11 8.5 DX 460 

13.5 X-EM6H-20-9 FP8 380961 20 8.5 DX 460 

4.5 X-EW6H-11-9 FP8 380969 11 8.5 DX 460 

13.5 X-EW6H-20-9 FP8 380968 20 8.5 DX 460 

21.5 X-EW6H-28-9 FP8 380967 28 8.5 DX 460 

31.5 X-EW6H-38-9 FP8 380966 38 8.5 DX 460 

0.5 X-EF7H-7-9 FS8 380972 7 10 DX 460 

6.0 2.0 X-EM8H-11-12 P8 380979 11 12 DX 460 

6.0 X-EM8H-15-12 P8 380978 15 12 DX 460 


Tool energy adjustment by installation tests on site 

Fastener Cartridge selection DX tool 

X-EM6H, X-EW6H, X-EF7H 6.8/11M green or yellow cartridges DX 460 

X-EM8H 6.8/18M blue or red cartridges DX 76 

6.8/11M yellow or red cartridges DX 460 

X-EM / X-EW 

6.0 X-EM8H-15-12 FP10 380977 15 12 DX 76, DX 460 

14.0 X-EM10H-24-12 P10 380981 24 12 DX 76, DX 460 

20.0 X-EW10H-30-14 P10 380983 30 14 DX 600 N 

1 ) Type of threading: M = metric; W6, W10 = Whitworth 1 /4“; 3 /8“; F7 = French 7 mm 

X-EM10H/EW10H 6.8/18M blue or red cartridges DX 76 

6.8/11M red cartridges DX 460 

6.8/18 red or black cartridges DX 600N 

11 / 2007 4.57

X-EM / X-EW 



X-EM6H, X-EW6H, X-EF7H X-EM8H, X-EM10H, X-EW10H 

Penetration depth 

hNVS 

Tightening torque 

Trec 

hNVS Trec 

Fastener [mm] [Nm] 

X-EM6H-8-9 8.0–11.0 ≤ 4 

X-EM6H- / X-EW6H-11-9 9.5–12.5 ≤ 4 

X-EM6H- / X-EW6H-20-9 18.5–21.5 ≤ 4 

X-EW6H-28-9 26.5–29.5 ≤ 4 

X-EW6H-38-9 36.5–39.5 ≤ 4 

X-EF7H-7-9 9.0–12.0 ≤ 4 

Installation 

Arrangements to prevent moment on shank: 

Coupler tight against steel 

tI 

Penetration depth 

4.58 11 / 2007 

hNVS 


Trec 

hNVS 

Trec 

Fastener [mm] [Nm] 

X-EM8H-11-12 11.5–15.5 ≤10.5 

X-EM8H-15-12 15.5–19.5 ≤10.5 

X-EM10H-24-12 26.5–30.5 ≤10.5 

X-EW10H-30-14 28.0–31.0 ≤15.0 

Non-symmetric arrangement 

• Moment on fastened part 

• Prying effect must be considered in determining 

loads acting on fastener 

Z1 

V 

Z2 

N 

Z3 

tI

X-FCM Grating Fastening System 

Product data 

Dimensions 

8.6 [0.339"] 

1 

2 

o 18 

[0.709"] 

Applications 

Examples 

o 50 [1.969"] 

o 10.3 

[0.406"] 

5 [0.197"] 

HILTI 

X-CRM8-15-12 FP10 

5 4 

M8 o 4 

Lg 12.5 

30 

EM8H-15-12 FP10 

32 

1.25 

[0.049"] 

M8 o 4.5 6 

15 13.5 

o 10 

o10 

X-BT M8-15-6 SN12-R 

1 2 3 

M8 

14 4 

[0.551"] 

21.3 

[0.839"] 

Grating (steel and fiber glass reinforced) 

3 

16 

[0.630"] 

19.5 

[0.768"] 

L 

L + 4 [0.157"] 

o 4.5 

[0.177"] 

o 12 

[0.472"] 

X-CRM8-15-12 P8 

Lg 

M8 o 4 

30 

12.5 

X-EM8H-15-12 P8 

M8 o 4.5 

15 13.5 

32 

o 8 

o8 







Approvals 

ABS: X-FCM-R 

GL: X-FCM-M, X-FCM-R 

LR: all types 

X-FCM 

11 / 2007 4.59

X-FCM 

Load data 

Design data 

Recommended tensile koads Nrec [kN] 

Grating opening type 

Rectangular Square 

Bar spacing [mm] Bar spacing [mm] 

18 30 18 30 

X-FCM 0.8** 0.8** 2.4* 0.8** 

X-FCM-M 0.8** 0.8** 1.8* 0.8** 

X-FCM-R 1.4** 1.0** 1.8* 1.0** 

* Loading is limited by recommended load for 

threaded stud. 

** Loading is limited by plastic deformation of the 

X-FCM disk. 

HILTI 

HILTI 

Test data 




X-FCM-R mean ultimate Nu,m and characteristic Ntest tensile loads: 

Notes/Conditions: 

• Except for loads noted with*, recommended tensile 

loads are limited by elastic limit of disk. 

• Exceeding recommended loads can result in plastic 

deformation of disk. 

• X-FCM, X-FCM-M, X-FCM-R resist shear by friction 

and are not suitable for explicit shear load designs, 

e.g. diaphragms. Depending on surface characteristics, 

shear loads of up to about 0.3 kN will not result 

in permanent deformation. Therefore, small unexpected 

shear loads can generally be accommodated 

without damage. 

Grating Height Nu,m n s v Ntest,k* 

Type opening width [mm] [kN] – [kN] [%] [kN] 

HILTI 

HILTI 

Rectangle 30 mm 35 7.16 5 0.28 4.0 6.5 

Rectangle 18 mm 35 13.93** 5 3.03 21.8 6.5 

Rectangle 36 mm 30 5.21 5 0.31 6.0 4.5 

Square 30 mm 35 17.02** 5 0.76 4.5 11.0 

Square 18 mm 35 16.77** 5 2.30 13.7 11.0 

*) 5%-Fractile with 75% confidence level / Factor k according to ISO 12491 (1997-05-01), k = 2.46 

**) Mixed failure mode of disc and stud pullout failure, all others are disc failures 

4.60 11 / 2007

X-FCM-R mean ultimate Vu,m and characteristic Vtest shear loads: 



X-BT 

4.7 - 5.5 mm 

tII 

X-CRM and X-EM8 

X-FCM 

Grating Height Vu,m n s v Vtest.k* 

Type opening width [mm] [kN] – [kN] [%] [kN] 

HILTI 

HILTI 

Rectangle 30 mm 25 1.45 5 0.10 7.0 – 

Rectangle 30 mm 45 1.36 5 0.25 18.5 – 

Rectangle 18 mm 25 1.81 5 0.74 41.1 – 

Rectangle 18 mm 45 1.48 5 0.13 9.0 – 

Square 30 mm 25 2.38 5 0.23 9.5 1.0 

Square 30 mm 45 2.45 1 ) 5 0.29 12.0 1.0 

Square 18 mm 25 3.29 5 0.14 4.2 1.0 

Square 18 mm 45 2.72 5 0.26 9.7 1.0 

*) 5%-Fractile with 75% confidence level / Factor k according to ISO 12491 (1997-05-01), k = 2.46 

1 ) See graph - load displacement example 

Load displacement behavior – Examples: 

Tensile load Shear load 

N [kN] 

10 

9 

8 

7 

6 

5 

4 

3 

2 

1 

X-FCM-R rectangular 30 mm 

0 

0 2 4 6 8 10 12 14 16 

Displacement [mm] 

tII ≥ 8 mm tII ≥ 6 mm 

0.0 

0 2 4 6 8 10 12 14 16 18 20 

Displacement [mm] 

11 / 2007 4.61 

V [kN] 

5.0 

4.5 

4.0 

3.5 

3.0 

2.5 

2.0 

1.5 

1.0 

0.5 

X-FCM-R 45/50 square 30 mm 

tII 

2.430 

2.190 

2.585 

2.170 

2.875

X-FCM 


Grating height: 25–50 mm with standard X-FCM. For other dimensions special X-FCM are 

available on demand. 


X-CRM, EM8 

Edge distances: c ≥ 15 mm 

Spacing: s ≥ 15 mm 


20 

18 

16 

14 

12 

10 

8 

400 

1 

2 

3 

500 600 700 

Steel strength, Rm [N/mm2] 450 550 650 

X-BT 

Edge distance: c ≥ 6 mm 


c c s s c c s s 


The intended use of standard carbon steel fasteners only comprises fastenings which are not 

directly exposed to external weather conditions or moist atmospheres. For out-door applications 

stainless steel fasteners have to be used, see fastener selection. Further detailed information 

on corrosion see corresponding chapter in section Direct Fastening Technology and 

Fastener Selection. 


Working beyond the recommended application range will lead to an increase of the failure rate. 

DX 76 DX 460 

➀ X-CRM8-15-12 FP10 / DX 76 (impact) 

➁ X-CRM8-15-12 FP10 / DX 76 (co-acting) 

400 450 500 550 600 650 700 

Steel strength, Rm [N/mm2] X-BT: No application limits → using in high strength steel 

No through penetration → tII ≥ 8 mm [ 5 ➂ EM8-15-14 FP10 / DX 76 (impact) ➂ X-EM8-15-14 P8 / DX 460 (impact) 

/16”] 

4.62 11 / 2007 


20 

18 

16 

14 

12 

10 

8 

1 

2 

3 

➀ X-CRM8-15-12 P8 / DX 460 (impact) 

➁ X-CRM8-15-12 P8 / DX 460 (co-acting)

X-FCM 


Application areas 

Indoors, dry and non Indoors, mildly corrosive Marine, offshore, 

corrosive environment environment, or for limited 

lifetime use 

petrochemical, caloric 

(coal, oil) power plants, etc. 

X-FCM system Dimensions Tools 

Grating 

X-FCM X-FCM-M X-FCM-R L height 

Zinc plated Item no. Duplex coated Item no. Stainless steel Item no. [mm] [mm] 

X-FCM 25/30 26582 X-FCM-M 25/30 378683 X-FCM-R 25/30 247181 23 25–30 1 ) 

X-FCM 1 1 /4-1 1 /2 247175 X-FCM-M 1 1 /4-1 1 /2 378686 X-FCM-R 1 1 /4-1 1 /2 247184 30 32 –38 1 ) 

X-FCM 35/40 26583 X-FCM-M 35/40 378684 X-FCM-R 35/40 247182 33 35–40 1 ) 

X-FCM 45/50 26584 X-FCM-M 45/50 378685 X-FCM-R 45/50 247183 43 45 –50 1 ) 

Note: Note: 

Not for use in marine Not for use in automobile 

atmosphere or in heavily tunnels, swimming pools or 

polluted environment. similar environments 

1 ) SF 100-A, SF 11-A, SF 150-A 

Threaded studs Tools 

Item no. 

X-EM8-15-12 P8 271981 2 ) 

X-EM8-15-12 FP10 271982 2 ) 

2 ) DX 76, DX 460 

3 ) DX 351-BTG 

Fitting tolerances / height of grating 

X-BT 

21.5 

18 

X-BT M8-15-6 SN12-R 377074 3 ) 

X-CR M8-15-12 P8 372033 2 ) 

X-CR M8-15-12 FP10 372034 2 ) 

20 

L 

2 


Min. grating height = L+2 Max. grating height = L+7 

Governing requirement: 

• Minimum 2 mm clearance between X-FCM and top 

of steel to allow for deflections and over tightening 

Example: 

X-FCM 25/30 

Min. grating ht.= 23+2= 25 mm 

Max. grating ht.= 23+7= 30 mm 

Grating height of 32 can be accommodated if hNVS ≥ 18 

11 / 2007 4.63 

26.5 

23 

Governing requirement: 

• Minimum 5 mm thread engagement at the minimum 

allowable standoff, hNVS. 

Note: 

• The maximum grating height for an X-FCM type 

can be extended if hNVS is tightly controlled, e.g. 

at 18 mm instead of 16 mm. 

16 

L 

7

X-FCM 


X-BT 

6.8/11M high precision cartridges 

Tool energy adjustment by setting tests on site. 

Material specification and coatings 


6.8/11M red cartridges with DX 460 

6.8/18M red cartridges with DX 76 

X-FCM system 

X-FCM-R X-FCM-M X-FCM All systems 

➀ ➁ ➀ ➁ ➀ ➁ ➂ 

Disk Threaded stem Disk Threaded stem Disk Threaded stem Absorber 1 ) 

Material X2CrNiMo18143 X2CrNiMo18143 ST1403 11SMNPB30+C ST1403 11SMNPB30+C Polyurethane 

designation X6CrNiMoTi17122 Black 

X5CrNiMo17122K700 

Coating none none ≥ 65µm Zn Duplex * ≥ 20µm Zn 10–20 µm Zn – 

1 ) resistant to: UV, saltwater ozone, oil, grease 

*) 480 h Salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (comparable to 45 µm 

HDG steel) 

Threaded studs 

X-BT and CRM8 EM8 X-CRM X-BT 

➀ ➁ ➂ ➃ ➂ ➃ 

Part X-BT/X-CR shank Threaded sleeve EM8 Sealing washer 1 ) SN12-R washer Sealing washer 1 ) 

Material Stainless steel X2CrNiMo17132 Carbon steel wire, Polyethylene, X2CrNiMo17132 Elastomer, black 

designation wire, CR 500 X5CrNiMo17122+2H Ck 67 MOD LD, black X5CrNiMo17122+2H 

(A4 / AlSl316) (A4 / AlSl316) (A4 / AlSl316) 

Coating none none 5–13 µm Zn 2 ) none 

1 ) resistant to: UV, saltwater ozone, oil, grease 

2 ) Zinc applied by electroplating. Intended for corrosion protection during shipment, storage, construction and 

service in protected environment. It is not adequate for protection against corrosion in outside or otherwise 

corrosive applications 

4.64 11 / 2007

Fastening Quality Assurance 

Fastening Inspection 

X-BT M815-6 SN12-R X-CRM8-15-12 X-E118 H-15-12 

hNVS 

hNVS 

hNVS ≤ 16.8 mm hNVS = 18 ±2 mm hNVS = 16–19 mm 

Installation 

Installation procedure for bar grating 

1. 

Place the grating 

sections 

2. 

Widen opening at 

fastening location if 

necessary 

> 18 

> 18 

X-FCM 

11 / 2007 4.65 

hNVS 

3. 

Place the threaded 

stud 

30 

For X-BT pre-drill 

with XBT4/7 stop 

shank drill bit 

DX 750 750 

R 

4 3 2 1 

hNVS 

4. 

Tighten the disk 


Trec = 5–8 Nm 

Tightening tool: 

• Screwdriver with 

torque release coupling 

(TRC) 

• 5 mm Allen-type bit 


Screwdriver setting 

SF 100-A TRC 6–10 

SF 121-A TRC 7–11 

SF 150-A TRC 5– 9

X-FCM 

4.66 11 / 2007

X-GR Grating Fastening System 

Product data 

Dimensions 

X-GR X-CR 16-4.5R Zn P8 SN12-R 

L 

20 

[0.787"] 

Applications 

Examples 

Grating 

R4 

[0.158"] 

18 

[0.709"] 

Ø8 

[0.315"] 

Ø4.5 

[0.177"] 

16 

[0.63"] 

18.2 

[0.717"] 

Ø8 

[0.315"] 

Ø12 

[0.472"] 



Nail: 

Stainless steel: CRNiMo Alloy 

Hook: 

Carbon steel: DC01 

Coating: Duplex* 

*) 480 h Salt spray test per DIN 50021 and 10 cycles 

Kesternich test per DIN 50018/2.0 (comparable to 

45 µm HDG steel) 


DX 460 GR with X-460-F8GR base plate. 


X-GR 

For fastening exposed to weather and mildly 

corrosive conditions. 

Not for use in marine atmosphere 

(Upstream)! 

11 / 2007 4.67

X-GR 

Load data 

Design data 

Recommended tensile loads 

Nrec = 0.6 kN (135 lb) 



tII ≥ 6 mm ( 1 /4'') 


Grating height: HG = 25–40 mm (0.98''–1.57'') 

Grating opening types 

Bearing bar spacing (a) 

a 

b 


• Tensile loading is limited by plastic deformation 

of the hook 

• X-GR resist shear by friction and is not 

suitable for explicit shear load designs 

Test data 




Characteristic tensile resistance 

System Characteristic Nail Characteristic Base steel Steel 

tensile loads pull-out loads thickness strength 

Ntest,k [kN] Ntest,k [kN] tll [mm] fu [N/mm 2 ] 

X-GR 2.93 X-CR 16-4.5-R 7.3 10.0 500 

Cross bar spacing (b) 

a ≥ 20 mm ( 3 /4”) b ≥ 20 mm ( 3 /4”) 

4.68 11 / 2007 

a 

b


Edge distances: c ≥ 15 mm (0.59'') 

Steel thickness; tII [mm] 

15 

14 

13 

12 

11 

10 

9 

8 

7 

6 

350 

Applicable range 

S235 

400 

c 

tII 


For fastening exposed to weather and mildly corrosive conditions. Not for use in marine 

atmosphere (Upstream) or in heavily polluted environment. 


X-CR 16-4.5R Zn P8 SN12-R 

S275 

S355 

500 600 700 



X-GR 

Working beyond the recommended 

application range will lead to an increase of 

the failure rate. 

Fastener Item no. L Grating height 

mm (inch) mm (inch) 

X-GR 25 CR16 P8 / 1” 384235 25.8 (1.02'') 25 (1”) 

X-GR 30 CR16 P8 384236 30.8 (1.22'') 30 

X-GR 1 1 /4” CR16 P8 385930 32.5 (1.28'') 32 (1 1 /4”) 

X-GR 35 CR16 P8 384237 35.8 (1.41'') 35 

X-GR 1 1 /2” CR16 P8 385931 38.9 (1.53'') 38 (1 1 /2”) 

X-GR 40 CR16 P8 384238 40.8 (1.61'') 40 

11 / 2007 4.69

X-GR 



15 

14 

13 

12 

11 

10 

9 

8 

7 Black 2 

6 

350 400 

Black 4 

500 600 700 


DX 460 with 6.8/11M black cartridges 



hNVS 

hNVS = 5–7.6 mm (0.20''–0.30'') 

Installation 

Place the grating sections Place the X-GR fastener 

CLICK 

Note: position the flat side of the piston to 

the fastener 

4.70 11 / 2007

X-GR RU Grating Fastening System 

Product data 

Dimensions 

X-GRRU X-CR 20-4.5R Zn P8 

L 

Applications 

Examples 

Grating 

40 

[1.575"] 

18 

[0.709"] 

28 

[1.102"] 

5 

[0.197"] 

ø 8 

[0.315"] 

ø 4.5 

[0.177"] 

20 

[0.787"] 

22.2 

[0.874"] 

ø 8 

[0.315"] 



Screw: 

Carbon steel 

Zinc coating: Duplex* coated 

Nail: 

Stainless steel: CRNiMo Alloy 

Upper part: 

Carbon steel: DD11 


Bottom part: 

Carbon steel: S315MC 


*) 480 h salt spray test per DIN 50021 and 10 cycles 

Kesternich test per DIN 50018/2.0 (comparable to 

45 µm HDG steel) 


DX 460 GR with X-460-F8GR base plate. 


X-GR RU 




(Upstream)! 

11 / 2007 4.71

X-GRRU 

Load data 

Design data 

Recommended tensile loads Nrec [kN] 

Nrec = 0.8 kN (180 lb) 



tII ≥ 6 mm ( 1 /4'') 


Grating height: HG = 25–40 mm (0.98''–1.57'') 


Bearing bar spacing (a) 

a 

b 



of the saddle clip 

• X-GRRU resist shear by friction and is not 


Test data 




Characteristic tensile resistance 

System Characteristic Nail Characteristic Base steel Steel 

tensile loads pull-out loads thickness strength 

Ntest,k [kN] Ntest,k [kN] tll [mm] fu [N/mm 2 ] 

X-GRRU 3.14 X-CR 20-4.5-R 8.0 10.0 500 

Cross bar spacing (b) 

25 to 32 mm (1” to 1 1 /4”) b ≥ 30 mm (1.18”) 

4.72 11 / 2007 

a 

b


Edge distances: ≥ 15 mm (0.59'') 


15 

14 

13 

12 

11 

10 

9 

8 

7 

6 

350 

S235 

400 

c 

tII 

Applicable range 

S275 

S355 

500 600 700 


X-GR RU 





X-CR 20-4.5R Zn P8 





Fastener Item no. L Grating height 

mm (inch) mm (inch) 

X-GR RU 25/30 CR20 P8 384239 32 (1.26'') 25–30 (0.98''–1.18'') 

X-GR RU 1 1 /4” CR20 P8 385932 34 (1.34'') 27–32 (1.06''–1.26'') 

X-GRM 35/40 CR20 P8 384240 42 (1.65'') 35–40 (1.38''–1.57'') 

11 / 2007 4.73

X-GRRU 



15 

14 

13 

12 

11 

10 

9 

8 

7 

6 

350 

400 

Black 4 

Black 2 - 3 

Black 1 - 2 

500 600 700 


DX 460 with 6.8/11M black cartridges 



hNVS 

hNVS = 7–10.5 mm (0.28''–0.41'') 

Installation 

Place the grating sections Place the X-GRRU fastener Tighten the screw 

Note: position the flat side of 

the piston to the saddle! 

The saddle of the fastener should not been 

bent, see Installation instruction below. 

Trec = 3–5 Nm (2.2–3.7 ft-lb) 


• Screwdriver with torque 

release coupling (TRC) 

• 6 mm Allen-type bit 

Hilti screwdriver Torque setting 

SF 121-A TRC 5–7 

SF 150-A TRC 3–5 

4.74 11 / 2007 

CLICK 

T = 3 - 5 Nm

X-MGR Grating Fastening System 

Product data 

Dimensions 

Applications 

Examples 

Grating 

30 

[1.181"] 

83.5 

[3.358"] 

15 

[0.591"] 

40 

[1.575"] 

b1 b2 

L 



Screw: 

Carbon steel 

Zinc coating: 60 µm HDG 

Upper part: 

Carbon steel: SPCC-S 


Bottom part: 

Carbon steel: SPCC-S 


Nut: 

Carbon steel 


Nut-holder: 

Stainles steel: SS304 


SF 121-A, SF 150-A 

X-MGR 




(Upstream)! 

11 / 2007 4.75

X-MGR 

Load data 

Design data 

Recommended tensile loads Nrec [kN] 

Nrec = 0.6 kN (135 lb) 



tII = 3 –25 mm (0.118–0.984'') 


Grating height: 

HG = 25–40 mm (0.98''–1.57'') 



of the saddle clip 

• X-MGR resist shear by friction and is not 


Test data 




Tensile load at elastic limit of the system 

System Elastic limit 

Ns [kN] 

X-MGR M/W60 1.8 

4.76 11 / 2007 

tII 

HG


a b c 

Fastener mm (inch) mm (inch) mm (inch) 

X-MGR M60 30 (1.18”) ≥ 30 (1.18”) ≤ 3 (0.118”) 

X-MGR W60 25 (0.98”) ≥ 30 (1.18”) ≤ 4.8 ( 3 /16”) 


No general restriction exists. 





No general restriction exists. 


X-MGR 

Fastener Item-no. b1 b2 L Steel flange Grating Fastening 

thickness height tool 

mm (inch) mm (inch) mm (inch) tll mm (inch) mm (inch) 

X-MRG-M60 384233 4 20 29 3–25 25–40 SF 121-A, 

(0.16'') (0.79'') (1.14'') (0.12''–0.98'') (0.98''–1.57'') SF 150-A 

X-MRG-W60 384234 6 24 25 3–25 25–40 SF 121-A, 

(0.24'') (0.94'') (0.98'') (0.12''–0.98'') (0.98''–1.57'') SF 150-A 

11 / 2007 4.77 

b 

a 

c

X-MGR 



The sign on the clip has to be positioned under the steel 

flange 

Installation 

Place the grating sections Place the X-MGR fastener Tighten the screw 

Note: position the flat side of 

the piston to the saddle! 

The saddle of the fastener 

should not been bent, see 

Installation instruction 

below. 

T = 5 - 8 Nm 

Trec = 5–8 Nm (3.7–5.9 ft-lb) 


• Screwdriver with torque 

release coupling (TRC) 

• 6 mm / 1 /4” Allen-type bit 

Hilti screwdriver Torque setting 

SF 121-A TRC 7–11 

SF 150-A TRC 5–9 

4.78 11 / 2007

X-FCP Checker Plate Fastening System 

Product data 

Dimensions 

X-FCP-R 5/10 

1 

Examples 

HILTI 

o 45 

Applications 

Checker plate 

1 

2 

10 

X-FCP-M 5/10 

1,25 

HILTI 

o 45 

1 

2 

10 

General Information 





Approvals 

ABS: X-FCP-R 

X-FCP Sealing ring X-CRM8-9-12 FP10 X-CRM8-15-12 FP10 

5 4 

M8 o 4 

Lg 12.5 

X-CRM8-9-12 P8 X-CRM8-15-12 P8 

M8 o 4 

9 12,5 

25 

o8 

X-FCP 

11 / 2007 4.79 

Lg 

30 

M8 o 4 

30 

12.5 

o 10 

o 8

X-FCP 

Load data 

Design data 

Recommended loads: 

Nrec = 1.8 [kN] 

Test data 

For test data please see corresponding pages for X-CRM threaded studs. 



X-CRM8 

tII 

Minimum steel thickness tII ≥ 6 mm 


X-CR M8 

Edge distances: c ≥ 15 mm 


c c s s 

Conditions: 

• Limited by the strength of the X-CRM8 threaded 

stud. 

• Recommended loads are valid for fastenings of steel 

and aluminum with 20 mm pre-drilling. 

• X-FCP-F and X-FCP-R are not intended for shear 

loading. 


Thickness of checker plates: tI ≅ 5.0–13.0 mm 


The intended use of standard carbon steel fasteners only comprises fastenings which are not 

directly exposed to external weather conditions or moist atmospheres. For out-door applications 

stainless steel fasteners have to be used, see fastener selection. Further detailed information 

on corrosion see corresponding chapter in section Direct Fastening Technology. 

4.80 11 / 2007


DX 76 DX 460 


20 

18 

16 

14 

12 

10 

8 

400 

1 

2 

500 600 700 


➀ X-CRM8-__-12 FP12 / DX 76 (impact) 

➁ X-CRM8-__-12 FP12 / DX 76 (co-acting) 

400 450 500 550 600 650 700 

Steel strength, Rm [N/mm2 ] 

X-FCP 

11 / 2007 4.81 


20 

18 

16 

14 

12 

10 

8 

1 

2 

➀ X-CRM8-__-12 P8 / DX 460 (impact) 

➁ X-CRM8-__-12 P8 / DX 460 (co-acting) 


rate. 


Application areas 

Indoors, mildly corrosive Marine, offshore, 

environment, or for limited petrochemical, caloric 

lifetime use (coal, oil) power plants, etc. 

X-FCM system 

X-FCP-R X-FCP-F Sealing ring Tools 

Note: Note: SF 100-A, SF 120-A 

Not for use in automobile Not for use in marine Drip-through of water/ 

tunnels, swimming pools or atmosphere or in heavily oil needs to be prevented 

similar environments polluted environment. 

Threaded studs 

Designation Checker plate thickness Tools 

X-CRM8-15-12 5–13 mm DX 460, DX 76 

X-CRM8-9-12 5– 8 mm DX 460, DX 76 


Designation Tools 




5 

11 

13 

16

X-FCP 

Material and coatings 

X-FCP system X-FCP-R X-FCP-F All Systems 

➀ ➁ ➀ ➁ ➂ 

Disk Screw Disk Screw Sealing ring 

Material designation X5CrNiMo17122 X2CrNiMo17132 ST2K40 BK 9SMnPb28 K Neoprene, black 

Coating none none ≥ 65 µm Zn Duplex * 

*) 480 h Salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (comparable to 45 µm 

HDG steel) 

Threaded studs CRM8 

➀ ➁ ➂ 

X-CR shank CRM8 threaded sleeve Sealing washer 1 ) 

Material designation Stainless steel X2CrNiMo17132 Polyethylene, 

wire, CR 500 X5CrNiMo17122+2H LD, black 

(A4 / AlSl316) (A4 / AlSl316) 

Coating none none 

1 ) Resistant to UV, salt water, ozone, oils, grease 



X-CRM8-9-12 X-CRM8-15-12 

hNVS 

hNVS = 13 ±2 mm hNVS = 18 ±2 mm 

4.82 11 / 2007 

hNVS

Installation 

Installation procedure for checker plates 

Plates must be 

pre-drilled or prepunched 

o 18-20 mm 

25 mm 

25 mm 

1. 

Place and align the 

plate section 

2. 

Place the X-CRM 

threaded stud through 

the pre-drilled hole 

3. 

Start the X-FCP on 

the stud by hand 

4. 

Tighten the disk 

X-FCP 

11 / 2007 4.83 

NVS 

SB 12 

T = 5 - 8 Nm 


Trec = 5–8 Nm 


• Screwdriver with 

torque release coupling 

(TRC) 

• S-NSX 2.8 x 15 bit 


Screwdriver setting 

SF 100-A TRC 6–10 

SF 120-A TRC 5.5–7

X-FCP 

4.84 11 / 2007

X-U General Purpose Nails for Concrete and 

Steel 

Product data 

Dimensions 

X-U__MX 

o 8 

X-U __ P8 S36 

o 8 

2.4 

2.4 

o 4 

Examples 

Ls 

L 

Ls 

Applications 

L 

1.5 

o 4 

o 36 

X-U __ P8 

o 8 

2.4 

o 4 

L 

Ls 

X-U __ P8 S15 

o 8 

2.4 

o 4 

Ls 

X-U __ S12 

System formwork Wall-tie to steel 

Conventional formwork 

ø8 

2.4 

ø4 

1 

Ls 

L 

L 

2 

ø12 

o 15 

Wall-tie to concrete 






See fastener selection 

Approvals 

ICC ESR-2269 (USA) 

11 / 2007 4.85 

X-U 




Mechanical and 

electrical fixtures 

Drywall track to 

concrete and steel 

Sill plates / 2x4 wood 

to concrete and steel

X-U 

Load data 

Fastenings to concrete 

Design data 

Recommended loads Loads depending on embedment depth hET: 

Nrec Vrec 

Design conditions: 

• For safety relevant fastenings sufficient redundancy of the entire system is required: 

Minimum 5 fastenings per fastened. 

• All visible failures must be replaced. 

• Valid for concrete with strength of fcc ≤ 45 N/mm 2 . 

• Valid for predominantly static loading. 

• Failure of the fastened material is not considered in recommended loads 

• To limit penetration of nail and to increase pullover load, use nails with washers. 

Test data (Examples) 

Important note: Test data are for information only and can’t be used for design. These data 

are examples and not representing the whole range of applications and load cases. 

Design data for Hilti standard nails in concrete are based on a specific statistical evaluation 

method taken into consideration high variation coefficients. The evaluation procedure is 

described within section Direct Fastening Technology of this manual. For more detailed 

information please inquire at Hilti. 

Pull-out loads 

Mean ultimate Variation Embedment Concrete 

pull-out loads coefficient depth strength 

Nails Nu,m [kN] [%] hET [mm] fcc [N/mm 2 ] 

X-U 22 3.18 37.8 20.1 54.7 

X-U 27 4.04 35.4 24.5 30.9 

Pull-over loads (Characteristic values: 5% fractile value) 

Softwood 0,75 mm 

(spruce) Steel 

sheeting 

Nail Ntest,k [kN] Ntest,k [kN] 

X-U 1.6 3.8 

Nrec = Vrec = 400 N for hET ≥ 27 mm 




4.86 11 / 2007

Fastenings to steel 

Design data 

Fastening of steel sheets and other steel parts 

Recommended loads X-U _ P8/MX X-U _ S12 

tl [mm] Nrec [kN] Nrec [kN] Vrec [kN] 

0.75 1.0 1.4 1.2 

1.00 1.2 1.8 1.8 

1.25 1.5 2.2 2.6 

≥ 2.00 2.0 2.2 2.6 


• Recommended working loads valid for steel sheet with minimum tensile strength 

≥ 360 N/mm 2 . 


• In case of a design based on the characteristic resistance, recommended values have to 

be multiplied by two: 

=> NRk = Nrec · 2.0 VRk = Vrec · 2.0 

• For X-U 16 S12: base material thickness tII,min = 8 mm for tI ≥ 1.5 mm and tII,min = 6 mm 

for tI ≤ 1.25 mm 

• Other fastened Parts: Clips, brackets, etc.; thick steel parts. 


• Failure of the fastened part is not considered in these values of Nrec, Vrec, Mrec 

• Valid for predominantly static loading 


When fastening large pieces of steel, the possibility of shear loadings from forces of constraint 

should be considered. Avoid exceeding Vrec for the fastener shank! 


P 

P 

11 / 2007 4.87 

X-U

X-U 

Fastening of wood to steel: 



Concrete: 

hmin = 80 mm 


Wood: 

Nrec Vrec 


• For safety relevant fastenings sufficient redundancy of the entire system is required. 

• In case soft material is fastened, its strength determines the loads. 

• To limit penetration of nail and to increase pullover load, use nails with washers. 

Test data 



Recommended loads are in conjunction with allowable sheet thicknesses and overlap types. 

For more detailed information please inquire at Hilti. 

Pull-out loads (5% fractile value) 

tl = 15–50 mm 

Nrec = Vrec = 600 N 

Characteristic pull-out loads Base steel thickness Steel strength 

Nail Ntest,k [kN] tll [mm] fu [NImm 2 ] 

X-U 16 16.8 12.0 535 


Softwood (spruce) 0.75 mm steel sheeting 1.5 mm teel sheeting 

Nails Ntest,k [kN] Ntest,k [kN] Ntest,k [kN] 

X-U 1.6 3.8 8.6 

Steel: 

tll ≥ 6.0 mm 

Steel: 

tl ≤ 3 mm (Fastened material not pre-drilled) 

tl ≤ 6 mm (Fastened material pre-drilled) 

4.88 11 / 2007

Condition for thick fastened steel parts (t, > 3 mm) 







Fastenings on concrete Fastenings on steel: 

Rolled shapes: 

Cold formed shapes: 

70 

Spacing and edge distance: 

s = c ≥ 70 mm 

ds 

o12 

120° 


s = c ≥ 15 mm 

11 / 2007 4.89 

15 

10 

10 


s = c ≥ 10 mm 

Corrosion Information 

The intended use for safety relevant and permanent applications only comprises fastenings 

which are not directly exposed to external weather conditions or moist atmospheres. 

For further detailed information on corrosion see corresponding chapter in section Direct 

Fastening Technology. 

X-U

X-U 


Fastening to steel 

Fastening of steel sheets and steel parts to steel Fastening of wood and soft material to steel 



Fastening to concrete 

tI 

hET 

22 

20 

18 

16 

14 

12 

10 

S 235 

8 

S 275 

6 

S 355 

350 400 450 500 550 600 650 


X-U 16 P8: For steel sheeting with 0.75 mm 

≤ tI ≤ 1.25 mm sheets 

tI 

tII hET 

tI 

hET 

Required nail shank length: LS = hET + tl [mm] 

Recommendation: hET = 22 mm 

In case flush fastenings are required: LS = hET + tl – 5 [mm] 


Fastening steel to steel Fastening wood to steel 

tII hET 

Required nail shank length: LS = hET + tl [mm] 

Recommendation: hET = 12 ± 2 mm 

4 

15 20 25 30 35 40 45 50 55 

Wood thickness, tI [mm] 

4.90 11 / 2007 


9 

8 

7 

6 

5 

S 235 / 510 N/mm 2 

S 355 / 630 N/mm 2 

tI 

hET 

tI tI 

tII 

hET

Fastener program 

Standard Tools Special Tools 

DX 460 MX 

DX 460 F8X 

DX 36 

DX 462 F8 

DX 460 F8S12 / 

DX 462 F8S12 

Fastener Item no. LS [mm] Key applications 

X-U 16 MX 237344 16 ■ ■ Sheet metal on steel 

X-U 19 MX 237345 19 ■ ■ Sheet metal on steel 

X-U 22 MX 237346 22 ■ ■ Sheet metal on concrete 

X-U 27 MX 237347 27 ■ ■ Sheet metal on concrete 

X-U 32 MX 237348 32 ■ Wood on concrete/steel 








X-U 16 P8 237330 16 ■ ■ ■ ■ ■ ■ Sheet metal on steel 

X-U 19 P8 237331 19 ■ ■ ■ ■ ■ ■ Sheet metal on steel 

X-U 22 P8 237332 22 ■ ■ ■ ■ ■ ■ Sheet metal on concrete 

X-U 27 P8 237333 27 ■ ■ ■ ■ ■ ■ Sheet metal on concrete 

X-U 32 P8 237334 32 ■ ■ ■ ■ ■ ■ Wood on concrete/steel 

X-U 37 P8 237335 37 ■ ■ ■ ■ ■ ■ Wood on concrete/steel 

X-U 42 P8 237336 42 ■ ■ ■ ■ ■ Wood on concrete/steel 

X-U 47 P8 237337 47 ■ ■ ■ ■ ■ Wood on concrete/steel 

X-U 52 P8 237338 52 ■ ■ ■ ■ Wood on concrete/steel 

X-U 57 P8 237339 57 ■ ■ ■ ■ Wood on concrete/steel 

X-U 62 P8 237340 62 ■ ■ ■ Wood on concrete/steel 

X-U 72 P8 237342 72 ■ ■ ■ Wood on concrete/steel 

X-U 16 P8TH 237329 16 ■ ■ ■ ■ ■ ■ Sheet metal on steel, *) 

X-U 19 P8TH 385781 19 ■ ■ ■ ■ ■ ■ Sheet metal on steel, *) 

DX E72 

X-U 27 P8TH 385782 27 ■ ■ ■ ■ ■ ■ Sheet metal on concrete, *) 

*) firm hold down 

11 / 2007 4.91 

DX 351 MX 

DX 351 F8 

DX 35 

SX 335 

X-U

X-U 

X-U 27 P8S15 237371 27 ■ ■ ■ ■ ■ ■ High pullover strength 

X-U 32 P8S15 237372 32 ■ ■ ■ ■ ■ ■ High pullover strength 

X-U 32 P8S36 237374 32 ■ ■ ■ ■ ■ ■ Soft material on concr./steel 

X-U 52 P8S36 237376 52 ■ ■ ■ ■ ■ Soft material on concr./steel 

X-U 72 P8S36 237379 72 ■ ■ ■ Soft material on concr./steel 

X-U 16 S12 237357 16 ■ High pullover strength 





X-U 47 S36 237380 47 ■ Ingot molds 





■ = Recommended 

■ = Feasible 



Standard Tools Special Tools 

DX 460 MX 

DX 460 F8X 

Fastener Item no. LS [mm] Key applications 

Fastening to concrete: 6.8/11M yellow cartridge on green/ fresh and standard concrete 

6.8/11M red cartridge on precast, old and hard concrete 

Fastening steel to steel: 6.8/11M black cartridge 

DX 462 F8 

DX 460 F8S12 / 

DX 462 F8S12 

Fastening wood to steel: 6.8/11M yellow cartridge on steel thickness tII < 6 mm 

6.8/11M red cartridge on steel thickness tII ≥ 6 mm 

DX 36 

DX E72 

4.92 11 / 2007 

DX 351 MX 

DX 351 F8 

DX 35 

SX 335




X-U __ P8/MX 

hNVS 

X-U __ S12 

hNVS = 3.5–4.5 mm hNVS = 4.0–5.5 mm 

hNVS 

11 / 2007 4.93 

X-U

X-U 

4.94 11 / 2007

X-AL-H General Purpose Nails 

Product data 

Dimensions 

X-AL-H ___ TPH 

Examples 

dnom 

Ls 

Ls + 3.5 

X-AL-H ___ P8 

dnom 

Applications 

Ls 

Ls + 3.5 

o 8 

Lumber / battens to steel / 

concrete 

o 8 






DX 460 + Piston X-460-P8AL 


Approvals 

ICC (USA): X-AL-H with dnom = 4.5 mm 


X-AL-H 

Note: Technical data presented in these approvals and design guidelines 

reflect specific local conditions and may differ from those published in 

this handbook. 

Membranes to pre cast 

concrete 

Drywall track to steel or 

concrete 

11 / 2007 4.95

X-AL-H 

Load data 

Design data 

Recommended loads (predominantly static) 

Fastening wood to concrete, sandlimemasonry 

or to steel 

Nrec Vrec 

Concrete, sandlime-masonry: 


Steel: 




Minimum 5 fastenings per fastened unit with normal weight concrete base material. 

• Valid for 27 mm embedment depth. 

• Increase to 600 N possible if 8 or more fastenings in each fastened unit. 


• Valid for concrete and sand lime-masonry with strength of fcc < 45 N/mm 2 . 

• Fastened material: wood, minimum thickness = 24 mm 

plywood, minimum thickness = 16 mm 

Soft material: 

• Recommended loads depend on strength and thickness of material fastened. Do not use 

recommended loads in excess of those for wood. 

• Use R23 or R36 ( 4.5 hole) washer to control penetration and to increase pullover strength 

(separately available from Hilti). 

4.96 11 / 2007



Minimum thickness of base material 

hmin 

70 

Concrete 

dnom 

hmin = 80 mm (dnom = 3.7 mm) 

hmin = 100 mm (dnom ≥ 4.5 mm 


tI ≤ 50.0 mm 


Distance to edge of concrete 

/ sand lime masonry: 

70 

Spacing along track (per U. S. Gypsum 

Handbook) 

Steel 

tll ≥ 6 mm 

X-AL-H 

Fastener spacings on wood: Distance to edge of steel: 

160-800 



which are not directly exposed to external weather conditions or moist atmospheres. For further 

detailed information on corrosion see corresponding chapter in section Direct Fastening 

Technology. 

11 / 2007 4.97 

100 

40 

80 

27 

80 

80 

tII 

40 

15 

At track ends (cut-outs for doors), secure 

with two nails 

80 

40

X-AL-H 


Concrete 

No general restrictions existent. Limitations 

are depending on application and user 

requirements. 


Fastening drywall tracks 

dnom 

Ls 

Ls + 3.5 

o 8 

Required depth of penetration hET 

tI 

hET 

tII 

tI 

hET 

Steel 

4.98 11 / 2007 

Shank length, Ls [mm] 

67 

62 

57 

52 

47 

42 

37 

32 

27 

6 

X-AL-H 

8 10 12 14 




rate. 

Required nail shank length: 

LS = hET + tl [mm] 

Normal weight concrete NWC 

hET according to concrete strength: 

fcc [N/mm 2 ] 35 50 70 

hET [mm] 27 19–22 16–19 

Sandlime masonry SLM 

hET according to masonry strength: 

fcc [N/mm 2 ] 35 50 

hET [mm] 27 22 

Steel (fu ≤ 690 N/mm 2 ) 

Use X-AL-H 12 or 14 

hET ≥ 10 mm

Fastening wood or soft material Wood 


tI 

hcs 

hET 

tI 

hET 

tI 

tII hET 


Soft material 

LS = hET + tl – 3.5 – hCS [mm] 

hCS ≅ 3 mm if possible 



X-AL-H 

fcc [N/mm 2 ] 25 45 65 

hET [mm] 27 25 22 

Light weight concrete LWC 

hET = 32–37 mm 


hET according to masonry strength: 

fcc [N/mm 2 ] 25 45 

hET [mm] 27 25 

Steel 

hET = 15–27 mm 

11 / 2007 4.99

X-AL-H 

System recommendation 


Designation Item no LS [mm] dnom [mm] Designation 

X-AL-H 12 TPH 20082 12 3.7 DX 460, DX 36 

X-AL-H 14 TPH 20083 14 3.7 DX 460, DX 36 

X-AL-H 19 TPH 20084 19 4.0 DX 460, DX 36 

X-AL-H 22 TPH 20085 22 4.0 DX 460, DX 36 

X-AL-H 16 P8 40876 16 3.7 DX 460, DX 36 

X-AL-H 19 P8 34116 19 4.0 DX 460, DX 36 

X-AL-H 22 P8 40877 22 4.0 DX 460, DX 36 

X-AL-H 27 P8 40878 27 4.5 DX 460, DX 36 

X-AL-H 32 P8 40863 32 4.5 DX 460, DX 36 

X-AL-H 37 P8 40879 37 4.5 DX 460, DX 36 

X-AL-H 42 P8 40880 42 4.5 DX 460, DX 36 

X-AL-H 47 P8 40881 47 4.5 DX 460, DX 36 

X-AL-H 52 P8 40882 52 4.5 DX 460, DX 36 

X-AL-H 57 P8 40883 57 4.5 DX 460, DX 36 

X-AL-H 62 P8 40884 62 4.5 DX 460, DX 36 

X-AL-H 67 P8 40885 67 4.5 DX 460, DX 36 

X-AL-H 72 P8 40886 72 4.5 DX 460, DX 36 


Cartridge recommendation: 

Steel: 6.8/11M red cartridge 

Concrete: 6.8/11M yellow or red cartridge 

Masonry: 6.8/11M green cartridge 




Fastening drywall tracks Fastening wood or soft material 

× 

tI tI 

OK Not OK OK 

4.100 11 / 2007

X-DNI General Purpose Nails for Concrete, 

Sandlime-Masonry and Steel 

Product data 

Dimensions 

X-DNI __ P8 X-DNI __ S12 

8 

1.9 

X-DNI __ P8S15 

8 

1.9 

3.7 

3.7 

Examples 

Ls 

L 

Ls 

L 

Applications 

2 

15 

8 

1.9 

3.7 

Ls 

L 

X_DNI __ P8S36 

8 

1.9 

Sill plates, battens to concrete 

and steel 

3.7 

Ls 

L 

2 

12 

36 




HRC 58.0 * 

* (X-DNI 82, 97, 117) 



DX 460, DX 460 MX,DX 36, DX-E72, 


Approvals 

ICC (USA) 

X-DNI 




Drywall track to concrete, sand lime masonry and steel 

11 / 2007 4.101

X-DNI 

Load data 

Design data 



or to steel 

Concrete, sandlime-masonry: 


Steel: 








• Valid for concrete and sand lime-masonry with strength of fcc < 40 N/mm2 Nrec 

Vrec 

. 




• Working loads depend on strength and thickness of material fastened. Do not use working 

loads in excess of those for wood. 

• Use R23 or R36 (∅ 4.5 mm hole) washer to control penetration and to increase pullover 

strength. Separately available from Hilti. 

4.102 11 / 2007



hmin 

70 

Concrete 

hmin = 80 mm 

dnom 


tI ≤ 50.0 mm (for collated nails) 

tI ≤ 95.0 mm (for single nails) 




70 


Handbook) 

160-800 

Steel 

tll ≥ 4 mm 

tII 

X-DNI 



The intended usefor safety relevant and permanent applications only comprises fastenings 



Technology. 

11 / 2007 4.103 

40 

100 

80 

22 

80 

80 

40 

15 



80 

40

X-DNI 


Concrete 



requirements. 

Steel 

4.104 11 / 2007 

Shank length, LS [mm] 

67 

62 

57 

52 

47 

42 

37 

32 

27 

4 

Rm = 600 N/mm 2 

Rm = 450 N/mm 2 

Rm = 500 N/mm 2 

5 6 7 8 9 10 11 




rate.


Fastener selection: 




8 

1.9 

3.7 

Ls 

L 




fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 22 

Sandlime Masonry SLM 


fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 27 

Steel 

Use X-DNI 19, 22 or 27 

Alternate nails: 

X-EDNI 12 or 16 

X-EDNI 19 or 22 (if placeable) 

tI 

hET 

Normal Weight Concrete NWC 


Wood: LS = hET + tl [mm] 

X-DNI 

Soft material: LS = hET + tl –1.9 – hCS [mm] 





fcc [N/mm 2 ] 15 25 37 

hET [mm] 32 27 22 


hET = 32–37 mm 



fcc [N/mm 2 ] 15 25 37 

hET [mm] 32 27 27 

Steel 


hET = 15-27 mm 

11 / 2007 4.105 

hcs 

tI 

hET 

Steel 

tII 

tI 

hET

X-DNI 




X-DNI 19 P8 34 347 19 3.7 DX 460, DX 36, DX-E 72 

X-DNI 22 P8 34 351 22 3.7 DX 460, DX 36, DX-E 72 

X-DNI 27 P8 34 352 27 3.7 DX 460, DX 36, DX-E 72 

X-DNI 32 P8 34 353 32 3.7 DX 460, DX 36, DX-E 72 

X-DNI 37 P8 34 354 37 3.7 DX 460, DX 36, DX-E 72 

X-DNI 42 P8 34 355 42 3.7 DX 460, DX 36, DX-E 72 

X-DNI 47 P8 34 357 47 3.7 DX 460, DX 36, DX-E 72 

X-DNI 52 P8 34 360 52 3.7 DX 460, DX 36, DX-E 72 

X-DNI 57 P8 34 361 57 3.7 DX 460, DX 36, DX-E 72 

X-DNI 62 P8 34 363 62 3.7 DX 460, DX 36, DX-E 72 

X-DNI 72 P8 34 364 72 3.7 DX 460, DX 36, DX-E 72 

X-DNI 82 P8 1 ) 34 365 82 3.7 DX 460, DX 36, DX-E 72 

X-DNI 97 P8 1 ) 34 368 97 3.7 DX 460, DX 36, DX-E 72 

X-DNI 117 P8 1 ) 34 548 117 3.7 DX 460, DX 36, DX-E 72 

X-DNI 22 S12 244 639 22 3.7 DX 460 

X-DNI 27 S12 244 640 27 3.7 DX 460 

X-DNI 32 S12 244 641 32 3.7 DX 460 

X-DNI 37 S12 244 642 37 3.7 DX 460 

X-DNI 42 S12 244 643 42 3.7 DX 460 

X-DNI 47 S12 244 644 47 3.7 DX 460 

X-DNI 52 S12 244 645 52 3.7 DX 460 

X-DNI 62 S12 244 647 62 3.7 DX 460 

X-DNI 72 S12 244 649 72 3.7 DX 460 

X-DNI 27 P8S15 34 388 27 3.7 DX 460, DX 36, DX-E 72 





4.106 11 / 2007



X-DNI 19 MX 34 370 19 3.7 DX 460-MX 

X-DNI 22 MX 34 372 22 3.7 DX 460-MX 

X-DNI 27 MX 34 377 27 3.7 DX 460-MX 

X-DNI 32 MX 34 378 32 3.7 DX 460-MX 

X-DNI 37 MX 34 379 37 3.7 DX 460-MX 

X-DNI 42 MX 34 380 42 3.7 DX 460-MX 

X-DNI 47 MX 34 382 47 3.7 DX 460-MX 

X-DNI 52 MX 34 384 52 3.7 DX 460-MX 

X-DNI 57 MX 34 385 57 3.7 DX 460-MX 

X-DNI 62 MX 34 386 62 3.7 DX 460-MX 

X-DNI 72 MX 34 545 72 3.7 DX 460-MX 

MX: Collated Nails for Magazine 

1 ) Hand-driving the nail into the wood and bringing the DX tool into position over the nail 

head extend the nail length range for the tools. 










t I t I 

X-DNI 

11 / 2007 4.107 

t I 

t I 

hcs 

t I

X-DNI 

4.108 11 / 2007

X-ZF General Purpose Nails for Concrete, 

Sand lime-Masonry and Steel 

Product data 

Dimensions 

X-ZF __ P8 

o8 

X-ZF __ P8S23 

o8 

o8 

Examples 

dnom 

X-ZF __ P8S36 

Applications 

dnom 

dnom 

Ls 

Ls 

Ls + 1,2 

Ls 

Ls + 1,2 

Ls + 1,2 

o23 

o36 

o8 






DX 460, DX 460 MX,DX 36, DX-E72 


Approvals 

ICC (USA) 

Forming concrete Barriers, temporaries Drywall track Sill plates, battens 

X-ZF 

11 / 2007 4.109

X-ZF 

Load data 

Design data 



or to steel 







• Valid for concrete and sand lime-masonry with strength of fcc < 30 N/mm2 Nrec = Vrec = 600 N 

Nrec 

Vrec 

. 






• Use R23 or R36 (∅4.5 mm hole) washer to control penetration and to increase pullover 


Test data 






information please contact Hilti. 

Pull-out loads 

Fastening wood to concrete, sandlimemasonry: 


Fastening wood to steel: 




X-ZF 52 4.52 52.8 26.3 39.3 

4.110 11 / 2007



hmin 

70 

Concrete 

hmin = 80 mm 

dnom 


tI ≤ 50.0 mm 




70 


Handbook) 

160-800 

Steel 

tll ≥ 4 mm 

X-ZF 

11 / 2007 4.111 

100 

22 

80 

tII 






Technology. 


40 

80 

80 

40 

80 

15 



No general restrictions existent. Limitations are depending on application and user requirements. 

40

X-ZF 




Required nail shank length 


o8 

dnom 

Ls 

Ls + 1,2 

o8 



Select hET according to fc 

fc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 22 



fc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 27 

Steel 

Use X-ZF 14, 16 for steel 

tII ≥ 6 mm 

hcs 

tI 

hET 

Normal Weight Concrete NWC 

Fastening wood or soft material 



Soft material: LS = hET + tl – 1.2 – hCS [mm] 




hET according to to fcc 

fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 22 


hET = 32–37 mm 


hET according to to fcc 

fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 27 

Steel 


hET = 15–27 mm 

Base material limitations: tII = 4–6 mm 

4.112 11 / 2007 

tI 

hET 

Steel 

tI 

hET




X-ZF 22 P8 298769 22 3.5 DX 460, DX 36, DX-E 72 

Sizes in 5 mm increments 

X-ZF 47 P8 298774 47 3.5 DX 460, DX 36, DX-E 72 

X-ZF 52 P8 298775 52 3.5 DX 460, DX 36, DX-E 72 

X-ZF 62 P8 298776 62 3.5 DX 460, DX 36, DX-E 72 

X-ZF 72 P8 34428 72 3.5 DX 460, DX 36, DX-E 72 

X-ZF 27 P8 S23 34455 27 3.5 DX 460, DX 36, DX-E 72 

X-ZF 32 P8 S23 34456 32 3.5 DX 460, DX 36, DX-E 72 

X-ZF 37 P8 S23 34457 37 3.5 DX 460, DX 36, DX-E 72 

X-ZF 42 P8 S23 34459 42 3.5 DX 460, DX 36, DX-E 72 

X-ZF 47 P8 S23 34463 47 3.5 DX 460, DX 36, DX-E 72 

X-ZF 32 P8 S36 34464 32 3.5 DX 460, DX 36, DX-E 72 

X-ZF 37 P8 S36 34473 37 3.5 DX 460, DX 36, DX-E 72 

X-ZF 52 P8 S36 34475 52 3.5 DX 460, DX 36, DX-E 72 

X-ZF 62 P8 S36 34480 62 3.5 DX 460, DX 36, DX-E 72 

X-ZF 72 P8 S36 239187 72 3.7 DX 460, DX 36, DX-E 72 

X-ZF 20 MX 34436 20 3.5 DX 460-MX 

X-ZF 22 MX 298779 22 3.5 DX 460-MX 

Sizes in 5 mm increments 

X-ZF 52 MX 34444 52 3.5 DX 460-MX 

X-ZF 62 MX 298783 62 3.5 DX 460-MX 

X-ZF 72 MX 34454 72 3.5 DX 460-MX 

MX: Collated nails for magazine 







X-ZF 

11 / 2007 4.113

X-ZF 




tI 

tI 

hcs 

tI 


4.114 11 / 2007 

tI 

tI

X-CR Stainless Steel Nails for Concrete, 

Sand lime Masonry and Steel 

Product data 

Dimensions 

X-CR __ P8 

2.4 

X-CR __ P8 

2.4 

2.4 

o3.7 

o4 

Ls 

L 

Examples 

o4 

Ls 

L 

o8 

Ls 

X-CR __ P8 S12 

X-CR 48 P8 S15 

2.4 

o4 

Ls 

L 

L 

Applications 

HD234 

112 6E 

o15 

o12 

Exposure to weather or otherwise corrosive 

conditions 

o8 



Nail shank: CrNiMo Alloy 

fu ≥ 1850 N/mm 2 

(49 HRC) 

X-CR 

Zinc coating: X-CR-48 P8S15 has 

5–13 µm 

Zinc coating to improve anchorage in concrete 


DX 460, DX 36, DX-E72 


Approvals 

DIBt (Germany): X-CR 48 P8 S15 

ICC (USA): X-CR with dnom = 

3.7 mm 


Stainless steel 

Al 

Noble or corrosive fastened material 

Treated lumber 

11 / 2007 4.115

X-CR 

Load data 

Design data 

DX standard: Recommended loads 


or to steel 









• Valid for concrete and sand lime-masonry with strength of fcc < 40 N/mm2 Nrec 


Vrec 

. 






• Depth penetration and other conditions same as for fastening wood 



DX–Kwik (with pre-drilling): 

Recommended loads Nrec,1 [kN] Nrec,2 [kN] Vrec [kN] Mrec [kN] 

X-CR 39/44 2.0 0.6 2.0 5.5 

X-CR 48 3.0 0.9 3.0 5.5 

Conditions: 

• Nrec,1: concrete in compressive zone. 

• Nrec,2: concrete in tension zone. 

• Static or cyclic (5000 load applications) loading. 

• fcc ≥ 25 N/mm 2 . For higher concrete strengths, higher loadings may be possible if supported 

by testing. 

• Recommended loads are based on failure of the fastener anchorage in the concrete. 

Thickness and quality of the fastened material may lower the loadings. 

• Observance of all pre-drilling requirements, fastened thickness limits, and recommended 

details. 

4.116 11 / 2007

Test data 







DX standard: 

Pull-out loads in uncracked concrete 




X-CR 4.16 ~45 30 47.1 


Softwood Hardwood 1.0 mm 0,75 mm 2.0 mm 

(spruce) (beech, Aluminum Steel Steel 

pre-drilled) sheeting sheeting sheeting 

Nail Ntest,k [kN] Ntest,k [kN] Ntest,k [kN] Ntest,k [kN] Ntest,k [kN] 

X-CR 3.2 5.2 1.4 3.0 8.4 



hmin 

dnom 

X-CR 

DX–Kwik (with pre-drilling): 

Pull-out loads in uncracked concrete 

Mean ultimate pull-out loads Mean ultimate pull-out loads Concrete strength 

in uncracked concrete in cracked concrete 1 ) at 28 days 

Nails Nu,m1 [kN] Nu,m2 [kN] fcc [N/mm 2 ] 

X-CR 48 4.16 2.14 29.1 

1 ) Crack width = 3 mm 

Concrete 


hmin = 90 mm (dnom ≥ 4.0 mm) 

Steel 

tll ≥ 6 mm 


tI ≤ 25.0 mm (detailed information see fastener selection) 

11 / 2007 4.117 

tII 

70

X-CR 


Pairs Row along edge General 

(e.g. group of fasteners) 

200 

c 

c 50 200 

reinforced* non-reinforced 

c 100 150 

Fastener spacing on wood: 

160-800 

50 

100 

c 

c 

200 200 200 


c 80 150 

* Minimum ∅ 6 mm reinforcing steel continuous along all edges and 

around all corners. Edge bar must be enclosed by stirrups. 

22 

80 


For fastening exposed to weather or other corrosive conditions. Not for use in highly corrosive 

surrounding like swimming pools or highway tunnels. 




Concrete 



requirements. 

Steel 

4.118 11 / 2007 

Shank length, LS [mm] 

59 

54 

49 

44 

39 

34 

29 

5 

a 

c 

c 


c 80 150 

a 

a 80 100 

6 7 8 9 10 11 


Working beyond the recommended application range will lead to an increase of the failure rate.



DX standard – fastening wood or soft material 



Soft material: LS = hET + tl – 2.4 – hcs [mm] 




hET according to concrete strength fcc 

fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 22 

Light weight concrete LWC: 

hET = 32–37 mm 


tI 

X-CR 

11 / 2007 4.119 

2.4 


h cs 

t I 

o3.7 

h ET 

Ls 

L 

o8 



fcc [N/mm 2 ] 15 25 35 

hET [mm] 32 27 27 

Steel 

hET ≥ 10 mm 

Nail shank buckling 

Steel 

tI 

hET

X-CR 




X-CR 24 P8 247359 24 3.7 DX 460, DX 36, DX-E 72 1 ) 

X-CR 29 P8 247360 29 3.7 DX 460, DX 36, DX-E 72 1 ) 

X-CR 34 P8 247361 34 3.7 DX 460, DX 36, DX-E 72 1 ) 

X-CR 39 P8 247362 39 4.0 DX 460, DX 36, DX-E 72 1 ) 

X-CR 44 P8 247363 44 4.0 DX 460, DX 36, DX-E 72 1 ) 

X-CR 54 P8 247429 54 4.0 DX 460, DX 36, DX-E 72 1 ) 

X-CR 39 P8 S12 247354 39 4.0 DX 460, DX 36 2 ) 

X-CR 44 P8 S12 247355 44 4.0 DX 460, DX 36 2 ) 

X-CR 48 P8 S15 258121 48 4.0 DX 460, DX 36 2 ) 

Method: 1 ) DX Standard (without pre-drilling) 

2 ) DX-Kwik (with pre-drilling) 


DX-Standard 




DX-Kwik 



4.120 11 / 2007




Installation: DX-Kwik 

Pre-drilling details (not through fastened material) 

o 5 

23/18 23 

X-CR 39 / X-CR 44 

Fastener tI [mm] Drill bit Item no 

X-CR 39 ≤ 2 TX-C-5/18 61793 

X-CR 44 2–7 TX-C-5/18 

tI 

X-CR 

11 / 2007 4.121 

tI 

X-CR 48 

hcs 

tI 

o 5 


X-CR 48 ≤ 5 TX-C-5/23 61787 

Details valid for C20/25 – C45/55 (fcc = 25–55 N/mm 2 / fc = 20–45 N/mm 2 ) 

Pre-drilling details (through fastened material) 

23 

tI 

X-CR 48 

o 5 


X-CR 48 ≤ 2 TX-C-5/23 61787 

Details valid for C20/25 – C45/55 (fcc = 25–35 N/mm 2 / fc = 20–30 N/mm 2 ) 

tI

X-CR 

4.122 11 / 2007

DX Drywall Fasteners 

DX Drywall Fasteners: X-DW, X-ZF, X-DAK, ESD 

Product data 

Dimensions 

X-DW __ THP 

o7 

dnom 

Ls 

Ls + 1.7 

Examples 

10 

o8.5 

X-DAK 16 P8TH 

o8 

dnom 

10 

Ls 

Ls + 1.7 

o2.7 

o10 

ESD 16 P8TH 

o8 

dnom 

Ls 

Ls + 2.5 

X-ZF14 THP 

o8 

dnom 

Ls + 1.2 

X-ZF20 THP X-ZF16 P8TH 

o8 

X-ZF __ P8TH 

o8 

dnom 

Ls 

Ls + 1.4 

dnom 

Ls 

Ls + 1.4 

Applications 

o8 

o10 

o8 

Ls 

dnom 

Ls 

Ls + 2.2 

o10 

o8 

o10 



Carbon steel shank: 

X-DW __ THP/MX HRC 53.5 

ESD 16 THP HRC 55.5 

X-DAK 16 P8TH/MXSP HRC 59 

X-ZF14 THP/MX HRC 59 

X-ZF16 P8TH HRC 55.5 

X-ZF20 THP/MX HRC 52.5 

X-ZF22/27 P8TH/MX HRC 52.5 

Zinc coating: 

X-DW 2–8 µm 

ESD/X-DAK/X-ZF 5–13 µm 


DX 460, DX 460 MX, DX 36, DX 351, 

DX 351 MX, DX-E 72 

Approvals 

ICC (USA): ESD16, X-ZF 

Drywall tracks to concrete Drywall tracks to steel 




11 / 2007 4.123


Load data 

Design data 




Concrete Steel 

hmin 

Nrec 

dnom 

Vrec 


• Minimum 5 fastenings per fastened unit 

• All visible failures must be replaced 


Wooden track: tl ≤ 24 mm 

Metal track: tl ≤ 2 mm 

Concrete 400 N for hET ≥ 27 mm 

300 N for hET ≥ 22 mm 



Steel 400 N 

Test data 

For more detailed information on the performance of the system please contact Hilti. 


hmin = 80 mm (dnom ≤ 3.7 mm) 

tll ≥ 4 mm 

4.124 11 / 2007 

tII 

70


Spacing along track 

(per U.S. Gypsum Handbook) 


All track ends (cut-outs for doors), 

secure with 2 nails 


The intended use only comprises fastenings which are not directly exposed to external weather 

conditions or moist atmospheres. For further detailed information on corrosion see corresponding 

chapter in section Direct Fastening Technology. 



No general restrictions existent. 

Limitations are depending on application 

and user requirements. 

11 / 2007 4.125 

40 

80 

80 

40 

80 

➀ X-DAK 16 

➁ X-ZF 14 

40 



the failure rate.




Fastening to concrete / sand lime masonry 

Application Base material 

X-DW 39 Wooden track (tI ≤ 24 mm) Concrete/sandlime masonry 

X-DW 27 Metal track Concrete/sandlime masonry 

X-DW 20 Metal track Concrete/sandlime masonry 

X-ZF 27 Metal track Concrete/sandlime masonry 



X-DAK 16 Metal track Pre-cast concrete, high strength concrete 



X-ZF 16 Metal track Steel 

ESD 16 Metal track Steel 

X-ZF 14 Metal track Steel 

X-DAK 16 Metal track Steel 

System Recommendation 


Item no. Ls [mm] dnom [mm] 

X-DW 20 THP 332208 20 3.0 DX 460, DX 351, DX 36 

X-DW 27 THP 332209 27 3.0 DX 460, DX 351, DX 36 

X-DW 39 THP 332210 39 3.0 DX 460, DX 351, DX 36 

ESD 16 P8TH 44171 16 3.7 DX 460, DX 351, DX 36, DX-E 72 

X-DAK 16 P8TH 305526 16 2.7/3.8 DX 460, DX 351, DX 36, DX-E 72 

X-ZF 14 THP 34558 14 3.7 DX 460, DX 351, DX 36, DX-E 72 

X-ZF 20 THP 34559 20 3.5 DX 460, DX 351, DX 36, DX-E 72 

X-ZF 16 P8TH 34561 16 3.7 DX 460, DX 351, DX 36, DX-E 72 



X-DW 20 MX 332206 20 3.0 DX 460-MX, DX 351-MX 

X-DW 27 MX 332207 27 3.0 DX 460-MX, DX 351-MX 

X-DAK 16 MX 305527 16 2.7/3.8 DX 460-MX, DX 351-MX 

X-ZF 14 MX 298777 14 3.7 DX 460-MX, DX 351-MX 




increasing 

➡strength 

increasing 

➡strength 

4.126 11 / 2007










hNVS 

tI 

tI 

X-DW: hNVS = 2–4 mm X-ZF: hNVS = 2–4 mm 


h NVS 

t I 


11 / 2007 4.127 

h NVS 

t I 

h NVS 

X-DAK: hNVS = 2–4 mm 

X-DAK 16: hNVS = 3–6 mm X-ESD 16: hNVS = 3–4 mm X-ZF 14/X-ZF 16: hNVS = 3–4 mm 

t I 

tI


4.128 11 / 2007

GX Drywall Fasteners 

GX Drywall Fasteners X-EGN, X-GPH, X-GN 

Product data 

Dimensions 

X-EGN 14 

o 6.8 

1.8 

14 

15.8 

X-GHP 18 

o 6.8 

1.8 

18 

19.8 

X-GN 20/27/32 

o 6.8 

1.9 

X-GN 39 

o 5 

1.9 

Examples 

27 

28.9 

Applications 

37 

o 3 

38.9 

o 3 

o 3 

o 2.6 



Carbon steel shank: X-EGN HRC 58 

X-GPH HRC 58 

X-GN HRC 53.5 



GX 120, GX 120-ME 

GX 100, GX 100 E 

Approvals 

ICC (USA): X-GN 20/27/32, X-EGN 14 


reflect specific local conditions and may differ from those published in this 

handbook. 

Drywall tracks to concrete Drywall tracks to steel 

11 / 2007 4.129


Load data 

Design data 


Nrec 

Vrec 




Concrete Nrec = Vrec = 400 N for hET ≥ 27 mm 




Steel Nrec = Vrec = 400 N 

Test data 







Load capacity of the nails: 


Nail Average Scatter Embedment Concrete 

Tensile failure load depth strength 

Nu,m [kN] % hET [mm] fcc [N/mm 2 ] 

X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-GN 27 MX 1.91 47.1 19.2 23.7 


Nail Average Scatter Embedment Steel Steel 

Tensile failure load depth thickness strength 

Nu,m [kN] % hET [mm] tll [mm] fu [N/mm 2 ] 

X-EGN 14 MX 3.62 13.7 8.6 6 543 

4.130 11 / 2007




hmin 

hmin = 60 mm 

(dnom = 3.0 mm) 

dnom 


Wooden track: tl ≤ 24 mm 

Metal track: tl ≤ 2 mm 


Spacing along track 

(per U.S. Gypsum Handbook) 

Distance to edge of concrete / 

sand lime masonry 

70 

tll ≥ 4 mm 


11 / 2007 4.131 

40 

80 

80 

40 

tII 

All track ends (cut-outs for doors), 

secure with 2 nails 

Fastener spacings on wood: 

160-800 





80 

100 

40 

22 

80 

7



Concrete 

No general restrictions existent. 

Limitations are depending on application 

and user requirements. 




Steel 


4.132 11 / 2007 


20 

18 

16 

14 

12 

10 

8 

6 

4 

400 

S235Jxx 




S275Jxx 

S355Jxx 

450 500 550 600 650 700 750 


X-GN 39 Wooden track (tI ≤ 24 mm) Concrete/sand lime masonry 

X-GN 27 Metal track Concrete/sand lime masonry 

X-GN 20 Metal track Concrete/sand lime masonry 

X-GHP Metal track Concrete/sand lime masonry 


Application 

X-EGN 14 Metal track 


Item no. Ls [mm] L [mm] dnom [mm] 

X-EGN 14 MX 340231 14 15.8 3.0 

X-GHP 18 MX 340228 18 19.8 3.0 

X-GN 20 MX 340232 19 20.9 3.0 

X-GN 27 MX 340230 27 28.9 3.0 

X-GN 32 MX 340233 32 33.9 3.0 

X-GN 39 MX 340234 37 38.9 2.6 

Tool and gas can 

Designation 

X-EGN 14 

GX 120 / GX 120 ME with gas can GC 22 

increasing 

strength 

➡ 

GX 100 / GX 100 E with gas can GC 11 and GC 12( for USA)



Fastening to concrete / sand lime masonry Fastening to steel 

hNVS 

t I 

hCS 


X-GN/GHP: hNVS = 2–5 mm X-GN 39: hNVS = 2–3 mm X-EGN 14: hNVS = 4–7 mm 

11 / 2007 4.133 

tI 

hNVS 

t I


4.134 11 / 2007

DS Heavy Duty General Purpose Nails for 

Concrete and Steel 

Product data 

Dimensions 

DS __ P10 

o10 

Applications 

Examples 

Wood to steel and 

concrete 

o4.5 

Ls 

Ls + 2 

o10 

Plastic and rubber to 

steel 



Carbon steel shank: HRC 54 (DS) 

HRC 58 (DSH) 



DX 460, DX 76 


Approvals 

ICC (USA) 

11 / 2007 4.135 

DS 

Note: 

Technical data presented in these approvals and 

design guidelines reflect specific local conditions and 

may differ from those published in this handbook. 

Metal parts to 

concrete 

Soft material to steel 

and concrete

DS 

Load data 

Design data 



or to steel 









• Valid for concrete and sand lime-masonry with strength of fcc < 40 N/mm2 Nrec = Vrec = 600 N 

Nrec 

Vrec 

. 






• Depth penetration and other conditions same as for fastening wood. 



Metal profiles to concrete: 

Nrec 

Vrec 


• Minimum 5 fastenings per fastened unit (normal weight concrete) 



• tI = 1–4 mm 

Test data 

For more detailed information on the performance of the system please contact Hilti. 

4.136 11 / 2007



hmin 

Concrete 

dnom 



tI ≤ 50.0 mm 


Steel 

tll ≥ 6 mm 

Edge distance: concrete Edge distance: concrete 

80 

Spacing on wood Spacing, edge distances on steel 





Technology. 

11 / 2007 4.137 

15 

tII 

DS

DS 



No general restrictions existent. Limitations 67 


62 

requirements. 

57 

52 

47 

42 

37 

32 

Working beyond the recommended applica- 

27 

tion range will lead to an increase of the fail- 

6 

ure rate. 




Wood LS = hET + tl [mm] 

Soft material LS = hET + tl – 2 – hcs [mm] 



Normal weight concrete 


fc [N/mm 2 ] 15 25 35 

hET [mm] 42 37 32 

Steel 

hET 

17–27 mm 


4.138 11 / 2007 

Shank length, Ls [mm] 

t I 

h ET 

t I 

h ET 

DS 

8 10 12 14 

h CS 

t I 

h ET

Fastening metal profiles 


Wood LS = hET + tl [mm] 


Normal weight concrete 


fcc [N/mm 2 ] < 25 > 25 

hET [mm] 42 37 


Fasteners Tool 1 ) 

Designation Item no. LS [mm] dnom [mm] Designation 

DS 27 P10 46157 27 4.5 DX 460, DX 76 

DS 32 P10 46158 32 4.5 DX 460, DX 76 

DS 37 P10 46159 37 4.5 DX 460, DX 76 

DS 42 P10 46160 42 4.5 DX 460, DX 76 

DS 47 P10 46161 47 4.5 DX 460, DX 76 

DS 52 P10 46162 52 4.5 DX 460, DX 76 

DSH 57 P10 40591 57 4.5 DX 460, DX 76 

DS 62 P10 46164 62 4.5 DX 460, DX 76 

DS 72 P10 46165 72 4.5 DX 460, DX 76 

1 ) Nail length limits are for use without pre-driving into the wood. Hand-driving the nail into 

the wood and bringing the DX tool into position over the nail head extend the nail length 

range for the tools. 


Cartridge recommendation: DX 460 




Cartridge recommendation: DX 76 

Steel: 6.8/18M red or black cartridge 



11 / 2007 4.139 

t I 

h ET 

DS

DS 




t I tI 

Fastening metal profiles 

4.140 11 / 2007 

tI

SL Nails for Forming or other Temporary 

uses 

Product data 

Dimensions 

SL __MX, SL __ DP8 

3,7 

5 

8 

3 

3 

Examples 

L5 

Applications 

L 

Fasten wooden cleats, 

runners, etc. 

To position and hold 

concrete formwork 






DX 460, DX 460 MX, DX 36, DX E-72 


Fasten site barriers, 

covers, etc. 

11 / 2007 4.141 

SL 

Fasten plastic, netting, 

etc.

SL 

Load data 

Design data 


Nrec 

Test data 


Nail SL 

Vrec 

Softwood (spruce) Ntest, k = 0.8 kN 


Conditions: 

• Static loading only (placing and vibration of 

concrete does not affect design). 

• Minimum 5 fastenings per fastened unit. 









hmin 

dnom 


tI = 17–40.0 mm 

Concrete: hmin = 80 mm 

4.142 11 / 2007 

70

Spacing and edge distance (mm) 


No restrictions exist for temporary fastenings. 


For temporary fixations no restrictions exists. 



Designation Item no. L [mm] LS [mm] tl,min–tl,ma [mm] Designation 

SL 47 DP8 370514 48.6 25 20–24 DX 460, DX 36, DX-E 72 

SL 54 DP8 370508 55.6 25 27–31 DX 460, DX 36, DX-E 72 

SL 62 DP8 370509 63.6 25 36–40 DX 460, DX 36, DX-E 72 

SL 72 DP8 370510 73.6 25 45–49 DX 460, DX 36, DX-E 72 

SL 44 MX 370503 45.6 23 17–21 DX 460-MX 

SL 47 MX 370504 48.6 25 20–24 DX 460-MX 

SL 54 MX 370505 55.6 25 27–31 DX 460-MX 

SL 62 MX 370506 63.6 25 36–40 DX 460-MX 



6.8/11M yellow or red cartridge 


11 / 2007 4.143 

SL

SL 



Installation 

1. Fastening using 

proper nail length 

tmax 

tI = tmax 

hET = L5 

2. Pry wood off over 

head of nail 

4.144 11 / 2007 

tmin 

3. Use length of steel 

pipe with inner diameter 

of 10 mm) to break 

off nail 

tI = tmin 

hET = L5 + 4 

4. Nail is broken off at 

grade with minimum 

concrete damage.

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 

X-M 6, X-W6, X-F 7, X-M 8, X-M 10, X-W 10 

Threaded Studs for Concrete 

Product data 

Dimensions 

X-M6/W6/F7 ____ FP8 X-M6/W6/F7 ____ D8 

M6/W6/F7 o 3,7 

o 3,8 o 8 

F7 ____ FS8 

F7 

o 3,8 

1,2 

1,2 

Lg 

L 

Examples 

Ls 

o 3,7 

Lg Ls 

L 

o 8 

X-M10/X-W10 ____ P10 

o 3,8 

M8 

o 4,5 

2 

Lg Ls 

L 

Applications 

o 12 

M6/W6/M7 o 3,7 

o 3,8 o 8 

1,2 

Lg 

L 

Ls 

X-M8 ____ P8 

o 3,8 

M8 

o 3,7 

2 

Lg Ls 

L 

W10 ____ P10 

M10/W10 

o 4,5 

Lg Ls 

L 

Plates for pipe rings Hangings with threaded 

couplers 

o 5,5 

3,5 

o 8 

o 10 




Zinc coating: 5–13 µm 1 ) 

1 ) Zinc coating (electroplating for corrosion protection 

during construction and service in protected environment) 


DX 460, DX 351, DX 36, DX E72, DX 76, 

DX 600 N 


Approvals 

ICC (USA): X-W6, W10 

UL: W10 

Note: 

Technical data presented in these approvals and 

design guidelines reflect specific local conditions and 


Electrical boxes Miscellaneous 

attachments 

11 / 2007 4.145

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 

Load data 

Design data 


Shank diameter 

Fastener designation ds [mm] Nrec [kN] Vrec [kN] Mrec [Nm] 

X-M6/W6, F7 3.7 0.4 0.4 4.9 

X-M8, X-M10, X-W10 4.5 0.4 0.4 8.8 

W10 5.2 0.4 0.4 13.6 


Coupler tight against concrete 

Z 

N 

V 


• Moment on fastened part 

• Prying effect must be considered in determining 

loads acting on fastener 

Conditions 

• Minimum 5 fastenings per fastened unit (normal weight concrete) 

• Can increase Nrec and Vrec to 0.6 kN for 8 or more fastenings per fastened 

unit. 


• With lightweight concrete base material and greater loading may be possible, 

inquire at Hilti. 



N' 

V' 

M' 

• The recommended loads in the table refer to the resistance of the shank cross-section. The 

loads acting on the cross-section (N’ and V’) are influenced by the characteristics and 

arrangement of the part or material fastened and may not be the same as the loads acting 

on the fastened part or material (N and V) 

• The existence and/or magnitude of moment acting on the fastener shank (M’) is influenced 

by the characteristics and arrangement of the fastened part or material. 

4.146 11 / 2007 

Z1 

V 

Z2 

N 

Z3

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 

Test data 







Pull-out load Embedment Variation Concrete strength 

(mean ultimate) depth coefficient at 28 days 

Fastener designation Nu,m [kN] hET [mm] [%] fcc [N/mm 2 ] 

X-M6-11-27 (DX 460) 4.37 26.3 42.8 24.9 

4.64 26.7 53.7 45.6 

X-M8-15-27 (DX 460) 3.83 27.7 41.0 24.9 

4.00 26.8 57.8 45.6 

W10-30-32 P10 (DX 600N) 8.18 33.2 28.6 45.6 



Concrete 




M6 / W6 / F7: tI ≤ Lg – twasher – tnut ≅ up to 35.5 mm 

M8, M10 / W10: tI ≤ Lg – twasher – tnut ≅ up to 37.0 mm 


Pairs 

200 

c 

c 50 200 

50 

Reinforced * Non-reinforced 

Row along edge General (e.g. group of fasteners 

c 

c 

200 200 200 


c 100 150 c 80 150 c 80 150 

a 80 100 

* Minimum ∅ 6 reinforcing steel continuous along all edges and around all corners. Edge bars must be enclosed 

by stirrups. 

11 / 2007 4.147 

a 

c 

c 

a 

Reinforced * Non-reinforced

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 






No general restrictions existent. Limitations are depending on application and user requirements 



Required thread length 

Lg ≥ tl + twaher + tnut [mm] 

Shank length Ls [mm] 1 ): 

Fastener Normal weight concrete Light weight concrete 

X-M6/W6/F7 fc [N/mm2 ] 15 25 ≥ 35 15 25 ≥ 35 

Ls [mm] 32, 42 27 17, 22 42 32, 42 32 

X-M8, X-M10, X-W10 fc [N/mm2 15 25 ≥ 35 15 25 ≥ 35 

Ls [mm] 42 27, 32 27 42 42 42 

1 ) Note: For preliminary selection only, optimize by on-site trails to maximize pullout strength and minimize 

placing failures/spalls. 

4.148 11 / 2007



Standard Standard 

threading2 ) shank lengths 2 ) 

Group 1 ) Designation Item no. Lg [mm] LS [mm] Designation 

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 

M6 X-M6-11-22FP8 306076 11 22 DX 460, DX 351, DX 36, DX E72 

X-M6-11-27FP8 306077 11 27 DX 460, DX 351, DX 36, DX E72 







W6 X-W6-20-22FP8 306073 20 22 DX 460, DX 351, DX 36, DX E72 

X-W6-20-27FP8 306074 20 27 DX 460, DX 351, DX 36, DX E72 

X-W6-38-27FP8 306075 38 27 DX 460, DX 36, DX E72 



F7 X-F7-7-22FS8 306089 7 22 DX 460, DX 351, DX 36, DX E72 

X-F7-7-27FS8 306090 7 27 DX 460, DX 351, DX 36, DX E72 

X-F7-15-27FS8 306493 15 27 DX 460, DX 351, DX 36, DX E72 

M8 X-M8-15-27P8 306092 15 27 DX 460, DX 36, DX E72 

X-M8-15-42P8 306094 15 42 DX 460, DX 36, DX E72 

X-M8-20-32P8 306096 20 32 DX 460, DX 36, DX E72 

M10 M10-24-32P10 26413 24 32 DX 76 

W10 W10-30-27P10 26472 30 27 DX 76, DX 600 

W10-30-32P10 26473 30 32 DX 76, DX 600 

W10-30-42P10 26476 30 42 DX 76, DX 600 

1 ) Type threading: M = metric; W6, W10 = Whitworth 1/4”; 3/8”; F7 = French 7 mm 

2 ) Standard threading and shank lengths. Other lengths and combinations available on special order 



M6, W6, F7, M8: 6.8/11M yellow or red cartridge 

M10: 6.8/11 blue or red 

W10: 6.8/18M blue or red (DX 76), 6.8/18 yellow or red (DX 600) 


11 / 2007 4.149

X-M6, X-W6, X-F7, X-M8, 

X-M10, X-W10 



X-M6 / W6 / F7 X-M8 / W8, X-M10 / W10, W10 

Penetration depth Tightening torque Penetration depth Tightening torque 

hNVS = Lg + Ls - hET 

hET = Ls ±2 

hNVS 

Trec 

tI 

trec ≤ 4 Nm hNVS = Lg + Ls - hET 

hET = Ls ±2 

4.150 11 / 2007 

hNVS 

trec ≤ 6 Nm 

Trec 

t I

DX-Kwik X-M 6H, X-M 8H Threaded Studs 

and DNH, X-DKH Nails 

Product data 

Dimensions 

X-M6H-__-37 FP8 

M6 

Lg 

o 3.7 

Examples 

L 

37 

X-M8H___-37 P8 

o 5.5 

3.5 

M8 

Lg 

o 4.5 

DNH 37 P8S15 

o 8 

2 

o 3.7 

2 

Ls 

X-DKH 48 P8S15 

o 8 

o 4 

L 

2 Ls 

Applications 

Base plates, 

rails for piping 

L 

2 

L 

Ls 

o 15 

o 8 

o 15 

o 8 






DX 460, DX 36 


Approvals 

DIBt (Germany): X-M8H, X-DKH 

DX Kwik 

SOCOTEC (France): X-M8H, DNH, 

X-DKH (with X-CC, X-HS) 

City of Vienna: X-M8H, DNH 

Note: 

Technical data presented in these approvals and design guidelines reflect 

specific local conditions and may differ from those published in this handbook. 

Radiator brackets Floor stands, metal 

fixtures to concrete 

Suspended ceilings 

11 / 2007 4.151

DX Kwik 

Load data 

Design data 


Nrec,1 [kN] Nrec,2 [kN] vrec,1 [kN] Mrec,1 [kN] 

X-M6H, DNH 37 2.0 0.6 2.0 5.4 

X-M8H, X-DKH 48 3.0 0.9 3.0 9.7 

Conditions 

• Nrec,1: concrete in compressive zone. 

• Nrec,2: concrete in tension zone. 


• Concrete strength fcc ≥ 25 N/mm 2 . For higher concrete strengths, higher loadings be may possible if supported 

by testing. 

• Recommended loads are based on failure of the fastener anchorage in the concrete. Thickness and quality of 

the fastened material may lower the loadings. 

• Observance of all pre-drilling requirements, fastened thickness limits, and recommended details. 

• The recommended loads in the table refer to the resistance of the shank cross-section. The loads acting on 

the cross-section (N' and V') are influenced by the characteristics and arrangement of the part or material fastened 

and may not be the same as the loads acting on the fastened part or material (N and V) 

• The existence and/or magnitude of moment acting on the fastener shank (M') is influenced by the characteristics 

and arrangement of the fastened part or material. 


Coupler tight against concrete 

Z 

N 

V 


Test data 







4.152 11 / 2007 

N' 

Z1 

V N 

V' 

M' 

Z3 

Z2

DX Kwik 

Nail Characteristic Concrete strength Characteristic Concrete strength 

pull-out loads in at 28 days pull-out loads in at 28 days 

uncracked concrete cracked concrete 1 ) 

Ntest,k,1 [kN] fcc [N/mm 2 ] Ntest,k,2 [kN] fcc [N/mm 2 ] 

X-DKH 48 17.9 72.8 1.37 31 


Nail Mean ultimate Mean ultimate Concrete strength 

pull-out loads in pull-out loads in 

uncracked concrete 1 ) cracked concrete 

Nu,m,1 [kN] Nu,m,2 [kN] 

DNH 37 7.6 2.3 n.a. 




X-M6H, DNH 37: hmin = 80 mm 

X-M8H, X-DKH 48: hmin = 100 mm 


X-M6H: tl ≤ Lg - twasher - tnut ≅ up to 13.5 mm 

X-M8H: tl ≤ Lg - twasher - tnut ≅ up to 14.0 mm 

DNH 37: tl ≤ 2.0 mm 

X-DKH 48: tl ≤ 4.5 mm or tl ≤ 2.0 by pre-drilling through fastened material 


Pairs 

200 

c 

c 50 200 

50 

Reinforced Non-reinforced 

c 100 150 


c 

c 

200 200 200 


c 80 150 

11 / 2007 4.153 

a 

c 

c 

a 


c 80 150 

a 80 100 




corresponding chapter in section Direct Fastening Technology.

DX Kwik 




Fastened Fastener 

thickness 

tI,max [mm] Designation Item no. Lg [mm] Ls [mm] L [mm] 

3.5 X-M6H-10-37 FP8 40464 10 37 47 

13.5 X-M6H-20-37 FP8 40465 20 37 57 

3.5 X-M8H-10-37 P8 20059 10 37 50.5 

8.5 X-M8H-15-37 P8 26325 15 37 55.5 

18.5 X-M8H/15-25-37 P8 20064 25 37 65.5 

2.0 DNH 37 P8S15 44165 – 37 39 

5.0* X-DKH 48 P8S15 40514 – 48 50 

*) with pre-drilling through fastened material tI,max = 2.0 mm 

Tools, cartridge selection and tool energy setting 

Designation 

DX 460, DX 36: 6.8/11M yellow or red cartridge 




X-M6H, X-M8H DNH 37, X-DKH 48 

hNVS 

hNVS = L - hET, hET = 37 ±2 mm hNVS ≅ 4 mm 

tI 

hNVS 

Place nails so that 

heads and washers 

bear tightly against 

each other and against 

the fastened material 

4.154 11 / 2007

Installation 

X-M6H, X-M8H DNH 37, X-DKH 48 

o 5 

23 

Pre-drill with drill bit 

Designation Item no 

TX-C-5/23B 28557 

Trec 

tI 


Designation Trec [Nm] 

X-M6H 6.5 

X-M8H 10.0 

DX Kwik 

Pre-drilling details (not through fastened 

material) 

DNH 37 

tI [mm] Drill-bit Item no. 

≤ 2 TX-C-5/18 61793 

11 / 2007 4.155 

o 5 

X-DKH 48 


≤ 5 TX-C-5/23B 28557 

Details valid for C20/25–C45/55 

(fcc = 25–55 N/mm 2 / fc = 20–45 N/mm 2 ) 

The DX-Kwik system has been successfully 

used in concrete with a cube strength of 

fc = 70 N/mm 2 

Pre-drilling details (through fastened 

material) 

tI 

o 5 

X-DKH 48 


≤ 2 TX-C-5/23 61787 

Details valid for C20/25–C30/35 

(fcc = 25–35 N/mm 2 / fc = 20–30 N/mm 2 )

DX Kwik 

4.156 11 / 2007

X-CRM 

X-CR M Stainless Steel Threaded Studs for 

Concrete and Steel 

Product data 

Dimensions 

X-CR M6/CR W6-__-12 FP8 

M6/W6 

o 3.7 

Examples 

o 3.7 

Lg 11.5 

L 

o 8 

X-CR M6/CR W6-__-27 FP8 

M6/W6 

o 3.7 

Lg 26.5 

L 

o 3.7 

X-CR M8-__-12 P8 

o 3.7 

M8 o 4.5 

Lg 11.5 

L 

o 8 

X-CR M8-__-42 P8 

M8 

Threaded sleeve: A4 (AlSi 316) 

o 6.3 

o 4.5 

o 8 

Lg 42 

X-CR M8-__-12 FP10 


M8 

o 4 

25 

12,5 

Applications 

o10 

Base plates for pipe 

rings 

L 

o 8 

X-CR M8-__-12 P8 


M8 o 4 

14 12,5 

30 

o8 



Shank: CrNiMo alloy 

fu ≥ 1850 N/mm 2 

(49 HRC) 

Threaded sleeve: A4 (AlSI 316) 

Zinc coating to facilitate 

anchoring in concrete 

(X-CR M8-__-42): 5–13 µm 

Washers/ 

guidance sleeve: Polyethylene 


DX 460, DX 36, DX 76 


Approvals 

DIBt (Germany): X-CRM8-__-42 P8 

(DX-Kwik) 





Installation rails Facade brackets Special purpose 

connections 

11 / 2007 4.157

X-CRM 

Load data 

Design data 

DX-standard method: Recommended loads 


Nrec [kN] vrec [kN] Mrec [Nm] 

X-CR M6/W6-__-27 FP8 1 ) 0.4 0.4 4.3 

1 ) no pre-drilling 

Conditions: 



Nrec [kN] vrec [kN] Mrec [Nm] 

X-CR M6/W6 1.6 1.4 4.3 

X-CR M8 1.8 1.8 5.5 

Conditions: 

• For safety relevant fastenings sufficient redundancy of the entire system is required. 

DX-Kwik method: Recommended loads 

Fastening to concrete (pre-drilling 

Nrec,1 [kN] Nrec,2 [kN] vrec [kN] Mrec [Nm] 

X-CR M8-__-42 FP8 1 ) 3.0 0.9 3.0 5.5 

1 ) no pre-drilling 

Conditions: 

• Nrec,1: concrete in compressive zone 

• Nrec,2: concrete in tension zone 

• fcc ≥ 20 N/mm 2 

• Observance of all pre-drilling requirements 

General conditions for recommended loads 

• Predominantly static loading 


• Strength of fastened material must be limiting. 

• The recommended loads in the table refer to the resistance of the shank cross-section. The 

loads acting on the cross-section (N’ and V’) are influenced by the characteristics and 

arrangement of the part or material fastened and may not be the same as the loads acting 

on the fastened part or material (N and V). 

• The existence and/or magnitude of moment acting on the fastener shank (M’) is influenced 

by the characteristics and arrangement of the fastened part or material. 

4.158 11 / 2007

Arrangements to reduce or prevent moment on shank: 

Z 

N 

V 

X-CRM 

Test data 







Concrete – DX standard 

Pull-out loads Mean ultimate Variation Embedment Concrete strength 

pull-out load coefficient depth at 28 days 

Nail Nu,m [kN] [%] hET [mm] fcc [N/mm 2 ] 

X-CR M6/W6 4.16 45 ≅ 30 47.1 

Shear loads Mean ultimate Variation Embedment Concrete strength 

pull-out load coefficient depth at 28 days 

Nail Vu,m [kN] hET [mm] [mm] fcc [N/mm 2 ] 

X-CR M6/W6 5.61 23.2 ≅ 28 39.4 

Concrete – DX–Kwik (with pre-drilling): 

Pull-out loads Mean ultimate Mean ultimate Concrete strength 

pull-out load in pull-out load in at 28 days 

uncracked concr. cracked concrete 1 ) 

Nail Nu,m1 [kN] Nu,m2 [kN] fcc [N/mm 2 ] 

X-CR M 8 13.34 2.48 29.1 

1) Crack width = 3 mm 

Shear loads Mean ultimate Mean ultimate Concrete strength 

pull-out load in shear load in at 28 days 

uncracked concr. cracked concrete 

Nail Nu,m1 [kN] fcc [N/mm 2 ] 

X-CR M 8 15.2 – 65.5 

1) Crack width = 3 mm 

11 / 2007 4.159 

N' 

V' 

M'

X-CRM 

Steel: 

Pull-out loads Mean ultimate Embedment Base steel Steel 

pull-out loads depth thickness strength 

Nail Nu,m [kN] hET [mm] tll [mm] fu [N/mm 2 ] 

X-CR M6/W6 15.6 12.0 6.0 440 

X-CR M 8 22.4 12.0 10.0 440 

Shear loads Mean ultimate Embedment Base steel Steel 

shear load depth thickness strength 

Nail Vu,m [kN] hET [mm] tll [mm] fu [N/mm 2 ] 

X-CR M6/W6 14.5 11.1 6.0 440 



Concrete 



Steel 

tll ≥ 6 mm 


X-CR M6/W6: tl ≤ Lg - twasher - tnut ≅ up to 15.5 mm 

X-CR M8 tl ≤ Lg - twasher - tnut ≅ up to 13.0 mm 




Pairs 

200 

c 

c c s s c, s ≥ 15 mm 

tII 

c 50 200 

50 


c 100 150 


c 

c 

200 200 200 


c 80 150 

4.160 11 / 2007 

a 

c 

c 

a 


c 80 150 

a 80 100 

* Minimum ∅ 6 reinforcing steel continuous along all edges and around all corners. Edge bars must be enclosed 

by stirrups 

tII


X-CRM 




Concrete: 


Steel: 


20 

18 

16 

14 

4 

12 

3 

10 

2 

8 

1 

6 

S 235 Jxx 

4 

S 275 Jxx 

2 

S 355 J xx 

400 450 500 550 600 650 700 

Steel strength, Rm [N/mm2] 

DX 460 

➀ / ➁ X-CR M6-xx-12 FP8 

(impact-/co-act. operation) 

➂ / ➃ X-CR M8-14-12 P8 

(impact-/co-act. operation) 

X-CR M8-22-12 P8 

Minimum steel thickness tII = 6.0 mm 

X-CR M8-9-12 and X-CR M8-15-12 data 

see chapter X-FCM 


rate. 

11 / 2007 4.161

X-CRM 


Fastened thickness Fastener Tools 

tI,max [mm] Designation 1 ) Item no. Lg [mm] Ls [mm] 

Base material steel 

4.5 X-CR M6-11-12 FP8 255902 9 11.5 DX 460, DX 36 

15.5 X-CR M6-22-12 FP8 255903 20 11.5 DX 460, DX 36 

4.5 X-CR W6-11-12 FP8 255904 9 11.5 DX 460, DX 36 

15.5 X-CR W6-22-12 FP8 255905 20 11.5 DX 460, DX 36 

Base material concrete 

4.5 X-CR M6-11-27 FP8 257187 9 26.5 DX 460, DX 36 

15.5 X-CR M6-22-27 FP8 257188 20 26.5 DX 460, DX 36 

4.5 X-CR W6-11-27 FP8 255906 9 26.5 DX 460, DX 36 

15.5 X-CR W6-22-27 FP8 255907 20 26.5 DX 460, DX 36 


2.0 X-CR M8-11-12 P8 255908 10 11.5 DX 460, DX 36 

13.0 X-CR M8-22-12 P8 255909 21 11.5 DX 460, DX 36 

Base material concrete, DX-Kwik method 

5.0 X-CR M8-14-42 P8 255911 14 42 DX 460, DX 36 

13.0 X-CR M8-22-42 P8 255910 22 42 DX 460, DX 36 


for X-FCP X-CR M8-9-12 P8 372031 9 12.5 DX 460 

6.0 X-CR M8-15-12 P8 372033 15 12.5 DX 460 

for X-FCP X-CR M8-9-12 FP10 372032 9 12.5 DX 460, DX 76 

6.0 X-CR M8-15-12 FP10 372 034 15 12.5 DX 460, DX 76 

1 ) Type threading: M = metric; W6 = Whitworth 1/4” 


Base material Designation Tool 

Concrete 6.8/11M yellow or red cartridge DX 460, DX 36 

Steel 6.8/11M red cartridge DX 460, DX 76 


4.162 11 / 2007




hNVS 


hNVS 

DX-Kwik (pre-drilling 

Fastener hNVS [mm] 

X-CR M8-14-42 P8 13.7 – 17.7 

X-CR M8-22-42 P8 21.7 – 25.7 

DX-Standard (no pre-drilling 


X-CR M6-11-27 FP8 9.0 – 13.0 

X-CR M6-22-27 FP8 19.0 – 23.0 

X-CR W6-11-27 FP8 9.0 – 13.0 

X-CR W6-22-27 FP8 19.0 – 23.0 


X-CR M6-11-12 FP8 10.0 – 13.0 

X-CR M6-22-12 FP8 21.0 – 24.0 

X-CR W6-11-12 FP8 10.0 – 13.0 

X-CR W6-22-12 FP8 21.0 – 24.0 

X-CR M8-11-12 P8 13.0 – 16.0 

X-CR M8-22-12 P8 24.0 – 27.0 

X-CR M8-9-12 P8 12.0 – 15.0 

X-CR M8-15-12 P8 17.0 – 20.0 

X-CR M8-9-12 FP10 12.0 – 15.0 

X-CR M8-15-12 FP10 17.0 – 20.0 

X-CRM 

11 / 2007 4.163

X-CRM 

Installation 


X-Kwik (pre-drilling) 

X-CR M8-__-42 FP8 

o 5 

23 

Trec 

tI 

Trec 

tI 

Pre-drill Tightening torque 

Trec = 10 Nm 



X-CR M6/W6 Trec = 4.0 Nm 

X-CR M8 Trec = 8.5 Nm 

DX-Standard (no pre-drilling) 

X-CR M6/W6-__-27 FP8 


Trec = 4 Nm 

4.164 11 / 2007

X-IE Wall Insulation Fastener 

Product data 

Dimensions 

X-IE 6 

X-IE-6 

60 

o 60 

HDT 90 

2 

Examples 

LS 

X-IE-9 

90 

Applications 

L 

Composite thermal 

insulation 



Plate: HDPE, colorless 

HDPE, black (BK) 

Nail: Carbon steel shank: HRC 58 


DX 460 IE 



Approvals 

Insulation behind 

curtain walls 

SOCOTEC WX 1530 (France) 

Comment: European Technical Approvals for the fasteners 

XI-FV (ETA-03/0004) and SX-FV (ETA-03/0005) for use in 

ETICS are available 

11 / 2007 4.165 

X-IE 


reflect specific local conditions and may differ from those published in 

this handbook. 

Moisture barriers / 

drainage plates 

Expansion joint material

X-IE 

Load data 

Design data 


Insulation thickness tI [mm] 

X-IE 6 Shear, Vrec [N] 

40 45 50 60 70 75 80 100 120 140 

Polystyrol [15 kg/m 3 ] 150 200 250 300 300 325 350 350 350 350 

Styrofoam [15 kg/m 3 ] 600 600 600 600 600 600 600 600 600 600 

Pullover, Nrec [N] 

Polystyrol [15 kg/m 3 ] 250 270 290 300 300 300 300 300 300 300 

Styrofoam [15 kg/m 3 ] 300 300 300 300 300 300 300 300 300 300 

HDT 90 Pullover, Nrec [N] 

Mineral wool [ ≥ 7.5 kN/m 2 ]* – – – 135 135 135 135 135 135 135 

Mineral wool [ ≥ 15 kN/m 2 ]* – – – 250 250 250 250 250 250 250 

*) Tensile Strength σmt according to DIN EN 1607 

When base material properties are questionable, jobsite qualification a necessary 

N 

V 

Test data 

For more detailed information on the performance of the system please inquire at Hilti. 




Steel: tll ≥ 4 mm 


Insulation thickness: tl = 25–140 mm 


For setting instructions please inquire at the insulation material supplier. 


Corrosion information see X-IFV / SX-FV Approvals 

4.166 11 / 2007


Concrete: fcc = 15–45 N/mm 2 



aggregate size ≤ 32 mm 

Sand-lime masonry: fcc = 15–45 N/mm 2 

Clinker brick work: fcc = 28–45 N/mm 2 

Steel: fu = 360–540 N/mm 2 

tI 

Select L = tI 

For intermediate thicknesses, use 

next shorter X-IE. 

Use extension plate HDT 90 / 

HDT 90 BK for soft insulation. 

LS 

L 

tll = 4–6 mm 

o 60 


Tool 

DX 460 IE 


11 / 2007 4.167 

X-IE 

Designation Fastener Item no. Ls [mm] L [mm] 

X-IE 6-25 PH 47 283990 47 25 

X-IE 6-30 PH 52 283991 52 30 

X-IE 6-35 PH 52 283992 52 35 

X-IE 6-40 PH 52 376466 52 40 

X-IE 6-45 PH 52 376467 52 40 

X-IE 6-50 PH 52 376468 52 40 

X-IE 6-60 PH 52 376469 52 40 

X-IE 6-70 PH 52 376470 52 40 

X-IE 6-75 PH 52 376471 52 40 

X-IE 6-80 PH 52 376472 52 80 

X-IE 6-90 PH 52 376473 52 90 

X-IE 6-100 PH 52 376474 52 100 

X-IE 6-120 PH 72 376475 72 120 

X-IE 6-140 PH 72 283339 72 140 

Cartridge recommendation: Steel: 6.8/11M red cartridge 

Concrete 6.8/11M yellow or red cartridge 

Masonry: 


6.8/11M yellow or green cartridge

X-IE 



L 

x 

tI 

Recognition of placing failures Visual check immediately after fastening 

Fastener rebounds Fastener remains on 

tool* 

Installation 

hET 

*) XI-FV and SX-FV with 

placing failure indication 

Insulation thickness tI [mm] 

40 45 50 60 70 75 80 100 120 140 

Concrete hET = 25–29 mm 

xmin [mm] 10 15 20 30 40 45 50 70 70 90 

xmax [mm] 14 19 24 34 44 49 54 74 74 94 

Steel and sand-lime hET = 20–24 mm 

xmin [mm] 5 10 15 25 35 40 45 65 65 85 

xmax [mm] 9 14 19 29 39 44 49 69 69 89 

Correct: 

Top hat crushed 

1. Load X-IE on cycled tool 2. Push the X-IE all the way 

into the insulation 

Incorrect: 

Top hat not crushed 

3. Pull the trigger to fasten 

4.168 11 / 2007

X-SW 30, X-SW 60 

X-SW 30, X-SW 60 Soft Washer Fastener 

Product data 

Dimensions 

X-SW 30 X-SW 60 

o8 

➀ ➁ 

Examples 

lS 

o8 

o36 o68 

➂ ➂ 

Applications 

Membranes and 

drainage plates 

Insulation up to 30 mm 

thick 



Plate: PE 

Nail: Carbon steel shank: HRC 52.5 



DX 460, DX 36, DX-E 72, DX 460-MX 


Nets, fabric and similar Plastic corrugated 

sheets 

11 / 2007 4.169

X-SW 30, X-SW 60 

Load data 

Design data 


Nrec = 300 N 

Test data 

For more detailed information on the performance of the system please inquire at Hilti. 




hmin 

Nrec 

70 

dnom 

Vrec = 300 N 


Membranes, Nets, etc.: tl ≤ 25 mm 

Insulation: tl ≤ 30 mm 


For setting instructions please inquire at the supplier of fastened material. 


For non safety relevant applications no restrictions exist. 


Vrec 

For non safety relevant applications no restrictions exist. 


1. Minimum 5 fastenings per fastened unit. 

2. Predominantly static loading. 

3. Design loads valid for nail pullout 

strength. Fastened material has to be 

considered separately. 

4. Valid for concrete of fc = 30 N/mm 2 

Steel: tll ≥ 4 mm 

tII 

4.170 11 / 2007



Depth of penetration, hET [mm] 

32 

30 

28 

26 

24 

22 

5 

ZF37 

ZF47 

ZF62 

10 15 20 25 30 

Fastened thickness, tI [mm] 


Green concrete 

Normal concrete 

OId concrete 

For unusual applications, X-SW with other nail available on order 

Example 1: tI = 40 and normal concrete ==> X-ZF 72 

Example 2: tI < 5 and steel base material ==> X-EDNI 22 

Fastener Tools 

Designation Item no. Ls [mm] Designation 

X-SW 30, X-SW 60 

➀ X-SW 30 ZF 37 40643 37 DX 460, DX 36, DX-E 72 

➀ X-SW 30 ZF 47 40 644 47 DX 460, DX 36, DX-E 72 

➀ X-SW 30 ZF 62 40 645 62 DX 460, DX 36, DX-E 72 

➁ X-SW 60 ZF 37 40 617 37 DX 460, DX 36, DX-E 72 

➁ X-SW 60 ZF 47 40 618 47 DX 460, DX 36, DX-E 72 

➁ X-SW 60 ZF 62 40 619 62 DX 460, DX 36, DX-E 72 

➂ X-SW 30 371370 DX 460-MX with collated 

➂ X-SW 60 371371 X-ZF nails (3.5 mm shank dia.) 


• X-SW 30 for stronger, less damageable 

material. 

• X-SW 60 for more easily damaged material 

(i.e. aluminum foil, nets, paper, etc.) 

• Select ZF 37, ZF 47 and ZF 62 according 

to base material conditions and fastened 

thickness 

Cartridge recommendation: Concrete 6.8/11M yellow or red 

Masonry: 6.8/11M green 



Installation 

1. Load X-SW fastener on 

cyclic tool 

2. Press the X-SW against 

the surface 

3. Pull the trigger to fasten 

11 / 2007 4.171

X-SW 30, X-SW 60 

4.172 11 / 2007

X-FS Form Stop 

Product data 

Dimensions 

➀ +➁ ➂ 

o 50 

Applications 

Examples 

36.2 

L 

o 50 

36.2 

Positioning concrete forms on concrete surfaces. 

Leave in place, grey polyethylene is non rusting, nearly 

invisible and non-conductive. 



Nail: Zinc coating: 5–13 µm 


DX 460, DX 36, DX-E 72, DX 460-MX 


X-FS 

X-FS is sailable and useable for minor forming applications 

11 / 2007 4.173

X-FS 

Load data 

Design data 

Recommended working loads 

Vrec = 400 N (Predominantly static, however, vibration 

from concrete compacting allowed) 

Vrec 

Test data 

For more detailed information on the performance of the system please contact Hilti 





Spacing and edge distances depending on job site requirements. 


For temporary fixations no restrictions exist. 


For temporary fixations no restrictions exist. 

4.174 11 / 2007



Nail shank Applicable base 

Designation Item no. Ls [mm] diameter [mm] materials Designation 

➀ X-FS ZF 52 * 370609 52 3.5 normal concrete DX 460, 

➀ X-FS ZF 72 * 370610 72 3.5 green concrete DX 36, 

➁ X-FS DNI 52 * 247453 52 3.7 high-strength concrete DX-E 72 

➂ X-FS MX ** 374751 DX 460-MX 

* For unusual applications, X-FS available with other nails on special order 

** X-FS without nail for fastening with collated nails. 


Cartridge recommendation: Steel: 6.8/11M red cartridge 


Masonry: 6.8/11M yellow or green cartridge 



Installation 

1. Mark out unit to be 

concreted 

2. Place X-FS tangent to 

marked out lines. 

3. Position forms against 

X-FS. 

X-FS 

11 / 2007 4.175

X-FS 

4.176 11 / 2007

X-HS Threaded Hanger and X-CC Loop 

Hanger Systems 

Product data 

Dimensions 

X-HS DKH ➀ X-HS U ➁ X-CC U ➂ 

20 

8.5 

20 

X-HS M5 

5 

DKH 48 P8S15 

o8 

o4 

LS L 

41 

4.5 

o4 



dg 

o15 

o8 

o8 

2 

2.4 

L 

20 

Carbon steel shank: HRC 58 X-HS M _ DKH, X-HS M/W _ AL, 

X-HS M/W_U, X-CC_U 

X-HS 

5 

8.5 

20 

X-HS / X-CC: Zinc coating: ≥ 10 µm 

Nail: Zinc coating: 5–13 µm 


DX 460-F8, DX 351-F8, DX 36 


Approvals 

IBMB (Germany): X-HS with X-DKH 

1 

36 

D 

o 4 

o 8 

2.4 

L 

20 

7.5 

HILTI 

X-CC 

HRC 55.5 X-HS M/W _ DNI, X-HS M/W _ EDNI, 

X-CC DNI/EDNI 

SOCOTEC (France): X-HS/X-CC with X-DKH 

CSTB (France): X-HS M6 with X-AL-H 27 

Lloyds Register: X-HS 

o15 

X-DNI _ _ P8 

o8 

dS 

LS L 

o8 

X-AL-H _ _P8 

o3 

3.4 

dS 

12 

24 

7 9.5 

2 

o 4 

X-HS, X-CC 

25.5 

10 

1.5 o 8 

Note: Technical data presented in these approvals and design guidelines reflect specific local conditions and 


LS L 

11 / 2007 4.177 

o8 

X-EDNI_ _P8 

o8 

2.4 

ds 

Ls 

L 

o8 

X-U _ _ P8 

Ø 8 

2.4 

Ø 4 

22 

24.4 

LS L 

2.4

X-HS, X-CC 

Applications 

Examples 

Threaded rod attachments to concrete and steel Wire attachments to concrete and steel 

Load data 

Design data 


DX-Kwik in concrete (with pre-drilling) or steel 

X-HS X-CC 

N 

V 

Fastener designation Nrec = Vrec [kN] 

X-HS __ DKH 48 0.9 

X-HS __ U19, X-HS__EDNI19 0.9 

X-CC DKH 48 0.9 

X-CC U16, X-CC EDNI16 0.9 

Conditions: 


• Concrete strength fc ≥ 20 N/mm 2 (fcc ≥ 25 

N/mm 2 ). 

• Strength of fastened material is not limiting. 

• Observance of all application limitations 

and recommendations (especially predrilling 

requirements). 

4.178 11 / 2007 

N 

V

DX Standard (without pre-drilling) 

X-HS X-CC 

N 

V 

Fastener designation Nrec = Vrec [kN] 

X-HS_U27, X-HS_AL-H 27, 

X-HS _ DNI 32 0.4 

X-HS_U22 0.3 

X-CC U27, X-CC AL-H 27, 0.2 (Nrec*) 

X-CC DNI 27/32 0.4 (Vrec) 

X-CC U22 0.15 (Nrec*) 

0.30 (Vrec) 

*) eccentric loading considered 

Conditions: 


(normal weight concrete). 

• Can increase Nrec and Vrec to 0.6 kN 

(Nrec = 0.3 kN for X-CC) for 8 or more fastenings 

per fastened unit. 


• With lightweight concrete base material 

and appropriate washers, greater loading 

may be possible, please contact Hilti. 


• Observance of all application limitations 

and recommendations. 

X-HS, X-CC 

Test data 







Mean ultimate Embedment Variation Concrete strength Failure 

tensile loads depth coefficient at 28 days mode 

Fastener Nu,m [kN] hET [mm] [%] fcc [N/mm 2 ] 

X-HS_ U22 P8 S15 1.79 17.9 27.3 47.4 Pull-out 

X-HS_ U27 P8 S15 2.28 22.6 47.8 47.4 Pull-out 

11 / 2007 4.179 

N 

V

X-HS, X-CC 



Concrete 

DX-Kwik 

(with pre-drilling) hmin = 100 mm 

DX Standard 

(w/o pre-drilling) hmin = 80 mm 


Concrete 

No general restrictions exist. Limitations are 

depending on application and user requirements. 

Steel 

tIl ≥ 4 mm 




These zinc coated fasteners are not suitable for long-term service outdoors or in otherwise 

corrosive environments. 



Steel 

For X-U and X-EDNI nail, see corresponding 

chapter. 

4.180 11 / 2007 

tII


X-HS, X-CC 

Program, technical information 

Old / current portfolio New / future portfolio Tools 

Shank Shank Shank Shank 

Ø *) length *) Ø *) length *) 

ds Ls L ds Ls L 

Base material Designation [mm] [mm] [mm] Designation [mm] [mm] [mm] 

➀ Concrete pre-drilled X-HS _ DKH 48 P8S15 4.0 48 50.0 Unchanged DX 460-F8 

➁ Concrete X-HS _ DNI 32 P8S15 3.7 32 33.9 X-HS _ U 27 P8S15 4.0 27 29.4 DX 460-F8, 

X-HS _ AL-H 27 P8S15 4.5 27 30.5 X-HS _ U 22 P8S15 4.0 22 24.4 DX 351-F8, 

Steel X-HS _ EDNI 19 P8S15 3.7 19 21.4 X-HS _ U 19 P8S15 4.0 19 21.4 DX 36 

➂ Concrete pre-drilled X-CC DKH 48 P8S15 4.0 48 50.0 Unchanged DX 460-F8 

➂ Concrete X-CC DNI 32 P8 3.7 32 33.9 X-CC U 27 P8 4.0 27 29.4 DX 460-F8, 

X-CC DNI 27 P8 3.7 27 28.9 X-CC U 22 P8 4.0 22 24.4 DX 351-F8, 

X-CC AL-H 27 P8 4.5 27 30.5 DX 36 

X-CC EDNI 16 P8 3.7 16 18.4 X-CC U 16 P8 4.0 16 18.4 

Type of threading: M = metric; W6, W10 = Whitworth 1/4”; 3/8” 

*) Standard chank diameters and shank lengths. Other combinations available on special order. 

X-HS order information 

Current portfolio Future portfolio 

Item no. Designation Item no. Designation 

335422 X-HS M6-DNI 32 P8 S15 386223 X-HS M6 U27 P8 S15 



335425 X-HS W6-DNI 32 P8 S15 386226 X-HS W6 U27 P8 S15 

335426 X-HS W10-DNI 32 P8 S15 386227 X-HS W10 U27 P8 S15 

335427 X-HS M6-EDNI 19 P8 S15 386213 X-HS M6 U19 P8 S15 



335430 X-HS W10-EDNI 19 P8 S15 386217 X-HS W10 U19 P8 S15 

335432 X-HS M6-AL-H 27 P8 S15 386218 X-HS M6 U22 P8 S15 

335433 X-HS M8-AL-H 27 P8 S15 386219 X-HS M8 U22 P8 S15 

335434 X-HS W10-AL-H 27 P8 S15 386222 X-HS W10 U22 P8 S15 

335435 X-HS W6-EDNI 19 P8 S15 386216 X-HS W6 U19 P8 S15 

386220 X-HS M10 U22 P8 S15 

386221 X-HS W6 U22 P8 S15 

Type of threading: M = metric; W6, W10 = Whitworth 1/4”; 3/8” 

11 / 2007 4.181

X-HS, X-CC 

X-CC order information 

Current portfolio Future portfolio 


313177 X-CC DNI 27 P8 386229 X-CC U22 P8 

299929 X-CC DNI 32 P8 386230 X-CC U27 P8 

299935 X-CC AL 27 P8 

299936 X-CC EDNI 16 P8 386228 X-CC U16 P8 

For X-U program availability please contact Hilti in your country. 




Concrete: 6.8/11M yellow cartridge on green/fresh and standard concrete 




Installation 

X-HS 

1. 

Attach the threaded 

rod to the X-HS 

before fastening 

X-CC 

1. 

Assemble the 

wire with the 

X-CC 

23 

o 5 

2. 

For DKH 48 

pre-drill (∅ 5 x 23) 

23 

o 5 

2. 

For DKH 48 or 

DNH 37 pre-drill 

(∅ 5 x 23 or ∅ 5 x 

18) 

3. 

Load the assembly 

into the tool 

3. 

Load the assembly 

into the tool 

4. 

Locate the nail, 

compress the tool, 

pull the trigger and 

the fastening is 

complete 

4. 

Locate the nail, 

compress the tool, 

pull the trigger and 

the fastening is 

complete 

5. 

Bend the X-HS 

assembly down to 

the vertical position 

5. 

Adjust the wire 

as required 

4.182 11 / 2007

X-HSMX, X-CCMX 

Electrical Hanger Systems X-HS MX and 

X-CC MX 

Product data 

Dimensions 

X-HS MX X-CC MX 

X-GHP 20 

o 6.8 

1.8 

X-DNI 22 

8 

1.9 

X-U 16/22 

8 

2.4 

3.7 

4 

20 

21.8 

Ls 

L 

Ls 

L 

Applications 

Examples 

o 3 

X-EGN 14 

o 6.8 

X-EDNI 16 

2.4 

1.8 

14 

15.8 

o3.7 

L S 

L 

o 3 

o8 



X-HS MX / X-CC MX: 

Hanger systems for cable trays, etc. 

• Threaded rod attachments 

• Wire attachments 

Zinc coating: ≥ 10 µm 


GX 120-ME, GX 100- E, DX 460 MX, 

DX 351 MX 


These zinc coated fasteners are not suitable for long-term 

service outdoors or in otherwise corrosive environments. 

11 / 2007 4.183


Load data 

Design data 


Fastener designation Nrec = Vrec [N] 

X-HS MX 100 

X-CC MX 50 (Nrec*) 

100 (Vrec) 

*) eccentric loading considered 

Conditions: 

• Minimum 5 fastenings per fastened unit (normal weight concrete). 

• Can increase Nrec and Vrec to 150 N (Nrec = 75 N for X-CC) for 8 or more fastenings per 

fastened unit. 


• Valid for masonry and concrete fc ≤ 45 N/mm 2 / fcc ≤ 55 N/mm 2 

• With lightweight concrete base material and appropriate washers, greater loading may be 

possible, please contact Hilti. 



Test data 









Average tensile Scatter Embedment Concrete 

failure load depth strength 


X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-U 22 MX 3.18 37.8 20.1 54.7 


Average tensile Scatter Embedment Steel Steel 

failure load depth thickness strength 

Nail Nu,m [kN] [%] hET [mm] tll [mm] fu [N/mm 2 ] 

X-EGN 14 MX 3.62 13.7 8.6 6 543 

X-U 16 MX 17.46 4.0 12.2 6 634 

4.184 11 / 2007



Concrete 

X-U: hmin = 80 mm 

X-GHP, X-GN: hmin = 60 mm 


Concrete 



requirements. 

Steel 

tI ≥ 4 mm 









Steel 

For X-U and X-EDNI nail, see corresponding 

chapter 

X-EGN 14 

11 / 2007 4.185 


20 

18 

16 

14 

12 

10 

8 

6 

4 

400 

S235Jxx 

S275Jxx 

tII 

S355Jxx 

450 500 550 600 650 700 750 

Steel strength, Rm [N/mm2] Working beyond the recommended application range will lead to an increase of the failure rate.



Fastener selection: Possible combinations 

Hanger Nail 

Shank Ø *) Shank length*) 

Base material Designation Technology Designation ds [mm] Ls [mm] L [mm 

Concrete X-HS M4 MX GX X-GHP 20 MX 3.0 20 21.8 

Concrete X-HS M6/W6 MX DX X-U 22 MX 4.0 22 24.4 

Concrete X-HS M8 MX DX X-DNI 22 MX 3.7 22 23.9 

Steel X-CC MX GX X-EGN 14 MX 3.0 14 15.8 

DX X-U 16 MX 4.0 16 18.4 


Fastener selection: Order information 

Fastener Designation Item no. 

Threaded Rod Hanger X-HS M4 MX 273367 

X-HS M6 MX 272073 

X-HS W6 MX 228341 

X-HS M8 MX 273368 

Ceiling clip X-CC MX 228342 

GX nails X-EGN 14 MX 338872 

X-GHP 20 MX 285890 

DX Nails X-U 16 MX 237344 


X-U 22 MX 237346 

X-EDNI 16 MX 34541 

X-DNI 22 MX 34372 

DX tools: Steel: 6.8/11M red cartridge 

Concrete: 6.8/11M yellow cartridge on green/ fresh and standard concrete 

6.8/11M yellow or red cartridge on precast, old and hard concrete 

GX 120-ME tool: Gas can GC 22 

GX 100-E tool: Gas can GC 11 (GC 12 in USA) 


4.186 11 / 2007


Installation 

X-HS MX 

1. 

Load the X-HS into the 

tool 

X-CC MX 

1. 

Assemble the wire with 

the X-CC 

2. 

Locate the nail, compress 

the tool, pull the 

trigger and the fastening 

is complete 

2. 

Load the assembly into 

the tool 

3. 

Attach the rod and bend 

the X-HS assembly 

down to the vertical 

position 

3. 

Locate the nail, compress 

the tool, pull the 

trigger and the fastening 

is complete 


4. 

Adjust the wire as 

required 

11 / 2007 4.187


4.188 11 / 2007

X-EKB, X-ECH 

X-EKB, X-ECH Electrical Cable Fasteners 

Product data 

Dimensions 

Single Fastener 

X-EKB 8 X-EKB 16 X-U 37 PH 

1 

16.8 

10 

X-GHP 20 

o 6.8 

1.8 

20 

21.8 

X-DNI 22/27 

8 

1.9 

21.5 

34 

3.7 

Ls 

L 

136 

o 3 

2 

X-ECH-S X-ECH-M X-ECH-L 

5 

52 

40 

52 

142.5 

23.3 

58 

Magazine fastener 

X-EKB MX 4 / 8 / 16 X-EKB MX 4 

8 

6 

8 

66 

13.5 

10 

X-GN 27 

o 6.8 

1.9 

X-EDNI 16 

2.4 

40 

52 

o3.7 

L S 

L 

16.8 

27 

28.9 

142.5 

o8 

11 / 2007 4.189 

35.5 

15 48 

63 

10 

25 

229 

67.7 

o 3 

70 

7 

X-EGN 14 

o 6.8 

1.8 

14 

15.8 

X-U 16/22/27 

8 

2.4 

4 

112.4 

Ls 

L 

4 

o 3 

o3.7 

o8.15 

o11.8 

27 

95 

32 

49

X-EKB, X-ECH 



See Fastener selection 


DX 460-F8, DX 351-F8, GX 120-ME, GX 100-E, DX 460 MX, DX 351 MX 


Approvals 

CSTB (France): X-EKB 8/X-EKB 16 with X-DNI-H 37 

X-ECH with X-DNI-H 37 

Note: Technical data presented in these approvals and design guidelines reflect specific local conditions and 


Applications 

Examples 

X-EKB for fastening cables to concrete X-ECH for fastening bunched cables 

Load data 

Design data 

X-EKB: Securing electrical cables to concrete ceilings and walls 

Max. capacity (number of cables in one X-EKB) at spacing of 50–100 mm 

Number of wires/cables and wire sizes 

Designation NYM 3 x 1.5 mm 2 (∅ 8 mm) NYM 5 x 1.5 mm 2 (∅ 10 mm) 

X-EKB 4 __ 4 3 

X-EKB 8 __ 8 5 

X-EKB 16 __ 16 10 

4.190 11 / 2007

X-ECH: Laying cable on ceilings and walls 

Max. capacity (Number of ∅ 10 mm cables / X-ECH) at spacing of 60–80 mm 

Designation Number of cables 

X-ECH-S __ and X-ECH/FR-S __ 10–15 

X-ECH-M __ and X-ECH/FR-M __ 20–25 

X-EKB, X-ECH 

X-ECH-L __ and X-ECH/FR-L __ 30–35 

Conditions: 

• For concrete C12/15 to C45/55 (fcc ″ 15 N/mm2 to 55 N/mm2 / fc ″ 12 N/mm2 to 45 N/mm2 ), aggregate size < 

32 mm 

• All visible placing failures have to replaced 

• Damaged X-ECH have to replaced 

Test data 












X-U 37 PH 1.53 56.4 17.0 31.5 

X-U 22 MX 3.18 37.8 20.1 54.7 

X-U 27 MX 4.04 35.4 24.5 30.9 

X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-GN 27 MX 1.91 47.1 19.2 23.7 





X-U 16 MX 17.46 4.0 12.2 6 634 

X-EGN 14 MX 3.62 13.7 8.6 6 543 

11 / 2007 4.191

X-EKB, X-ECH 



Concrete 




X-EKB: approximately 50–100 cm (Adjust as necessary to control cable sag) 

X-ECH: approximately 60– 80 cm (Adjust as necessary to limit sagging) 







Steel 

tIl ≥ 4 mm 


Fasteners recommended for cable ∅ 8 mm and 10 mm 


4.192 11 / 2007 

tII



Fastener with pre-mounted DX-nail: Technical information 

Old / current portfolio New / future portfolio Tools 

Shank Shank Shank Shank 

Ø length Ø length 

ds Ls ds Ls 

Base material Designation [mm] [mm] Designation [mm] [mm] 

➀ Polyamide 1 ) X-EKB8 DNIH 37 PH 3.7 37 

➀ X-EKB8 DNIH 42 PH 3.7 42 

➁ X-EKB16 DNIH 37 PH 3.7 37 

➁ X-EKB16 DNIH 42 PH 3.7 42 

➄ X-ECH-S DNIH 37 PH 3.7 37 

➄ X-ECH-S DNIH 42 PH 3.7 42 

➅ X-ECH-M DNIH 37 PH 3.7 37 

➅ X-ECH-M DNIH 42 PH 3.7 42 

➆ X-ECH-L DNIH 37 PH 3.7 37 

➆ X-ECH-L DNIH 42 PH 3.7 42 

➀ Polyamide 2 ) X-EKB8-FWI DNIH 37 PH 3.7 37 

➀ X-EKB8-FWI DNIH 42 PH 3.7 42 

➁ X-EKB16-FWI DNIH 37 PH 3.7 37 

➁ X-EKB16-FWI DNIH 42 PH 3.7 42 

➄ X-ECH/FR-S DNIH 37 PH 3.7 37 

➄ X-ECH/FR-S DNIH 42 PH 3.7 42 

➅ X-ECH/FR-M DNIH 37 PH 3.7 37 

➅ X-ECH/FR-M DNIH 42 PH 3.7 42 

➆ X-ECH/FR-L DNIH 37 PH 3.7 37 

➆ X-ECH/FR-L DNIH 42 PH 3.7 42 

X-EKB8 U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-EKB16 U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH-S U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH-M U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH-L U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-EKB8-FR U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-EKB16-FR U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH/FR-S U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH/FR-M U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

X-ECH/FR-L U 37 4.0 3.7 DX460-F8, DX351-F8, DX36 

➂, ➃ All nail shanks: carbon steel, HRC 58, galvanized 5–13 µm 

Sleeve/thimble: carbon steel, not hardened, galvanized 5–13 µm 

1 ) halogen and silicon free, light grey RAL 7035 

2 ) halogen and silicon free, flame retardant, stone grey RAL 7030 

For X-U program availability please contact Hilti in your country. 

X-EKB, X-ECH 

11 / 2007 4.193

X-EKB, X-ECH 

Fastener with pre-mounted DX-nail: Order information 

Old / current portfolio New / future portfolio 


373269 X-EKB 8-DNI H42 PH 

373271 X-EKB 8-DNI H37 PH 386231 X-EKB 8 U37 

373270 X-EKB 8-FWI DNI H42 PH 

373273 X-EKB 8-FWI DNI H37 PH 386233 X-EKB 8-FR U37 

373267 X-EKB 16-DNI H42 PH 

373272 X-EKB 16-DNI H37 PH 386232 X-EKB 16 U37 

373268 X-EKB 16-FWI DNI H42 PH 

373274 X-EKB 16-FWI DNI H37 PH 386234 X-EKB 16-FR U37 

373261 X-ECH-S DNI-H37 PH 

373255 X-ECH-S DNI-H42 PH 386235 X-ECH-S U37 

373262 X-ECH-M DNI-H37 PH 

373256 X-ECH-M DNI-H42 PH 386236 X-ECH-M U37 

373263 X-ECH-L DNI-H37 PH 

373257 X-ECH-L DNI-H42 PH 386237 X-ECH-L U37 

373264 X-ECH/FR-S DNI-H37 

373258 X-ECH/FR-S DNI-H42 386238 X-ECH/FR-S U37 

373265 X-ECH/FR-M DNI-H37 

373259 X-ECH/FR-M DNI-H42 386239 X-ECH/FR-M U37 

373266 X-ECH/FR-L DNI-H37 

373260 X-ECH/FR-L DNI-H42 386240 X-ECH/FR-L U37 

Fastener without pre-mounted nail 

Cable clasp Nail 


Base material Designation Technology Designation ds [mm] Ls [mm] L [mm 

Concrete GX X-GN 27 MX 3.0 27 28.9 

Concrete GX X-GHP 20 MX 3.0 20 21.8 

Concrete DX X-U 22 MX 4.0 22 24.4 

X-EKB (FR) 4 MX 

Concrete DX X-U 27 MX 4.0 27 29.4 


Concrete DX X-DNI 22 MX 3.7 22 23.9 


Concrete DX X-DNI 27 MX 3.7 27 28.9 

Steel GX X-EGN 14 MX 3.0 14 15.8 

Steel DX X-U 16 MX 4.0 16 18.4 

Steel DX X-EDNI 16 MX 3.7 16 18.5 


4.194 11 / 2007

Fastener selection: Order information 

Fastener Designation Item no. 

Electrical Cable Clasp X-EKB 4 MX 285712 

X-EKB 8 MX 285713 

X-EKB 16 MX 285714 

X-EKB FR 4 MX 285715 

X-EKB FR 8 MX 285716 

X-EKB FR 16 MX 285717 

GX nails X-EGN 14 MX 338872 

X-GHP 20 MX 285890 

X-GN 27 MX 340229 

DX Nails X-U 16 MX 237344 


X-U 22 MX 237346 

X-U 27 MX 237347 

X-EDNI 16 MX 338872 

X-DNI 22 MX 34372 

X-DNI 27 MX 34377 

X-EKB, X-EKB, X-ECH X-ECH 




Masonry: 6.8/11M yellow or green cartridge, green for MX Fastener 


GX 100 tool: Gas can GC 11 (GC 12 in USA) 


11 / 2007 4.195

X-EKB, X-ECH 



X-EKB fastening quality 

hNVS = 7 ± 2 mm 

Installation 

X-EKB 

1. 

Load X-EKB in the tool 

hNVS 

2. 

Apply clasp to surface 

with tool 

X-ECH fastening quality 

hNVS = 7 ± 2 mm 

3. 

Compress tool and 

pull the trigger 

hNVS 

4. 

Lift arm and put the 

cables in place 

Spacing: approximately 50–100 cm (Adjust as necessary to control cable sagging) 

X-ECH 

1. 

Load X-ECH in the 

tool 

Stacking X-ECH 

1. 

Attach an X-ECH-S 

and press to “click” 

2. 

Apply the X-ECH to the 

surface with tool 

2. 

Introduce the cables 

3. 

Compress tool and 

pull the trigger 

Possible: 

X-ECH-S on X-ECH-S 

X-ECH-S on X-ECH-M 

Not possible: 

X-ECH-M on X-ECH-S 

X-ECH-M on X-ECH-M 

Spacing: approximately 60–80 cm (Adjust as necessary to limit sagging) 

4. 

Introduce the cables 

4.196 11 / 2007

X-FB, X-DFB, X-EMTC, 

X-FBMX 

X-FB (X-BX / X-EMTC) Electrical Conduit 

Fasteners 

Product data 

Dimensions 

X-FB X-DFB 

3 

W 

d 

H 

X-EMTC X-FB MX (X-BX/X-EMTC) 

5 

W 

X-GHP 20 

o 6.8 

1.8 

X-EGN 14 

o 6.8 

1.8 

d 

21.8 

14 

15.8 

20 

X-DNI 22/27 

8 

1.9 

3.7 

Examples 

Ls 

L 

H 

Applications 

o 3 

o 3 

X-FB for rigid conduits 

4 

X-GN 27 

o 6.8 

1.9 

X-EDNI 16 

2.4 

W 

W 

o3.7 

L S 

L 

27 

d 

28.9 

X-U 16/22/27 

8 

2.4 

4 

Ls 

L 

o8 

d 

H 

H 

o 3 





GX 120-ME, GX 100-E 


11 / 2007 4.197


X-FBMX 

Load data 

Design data 


Concrete Sandlime stone Steel 

Fastener Nrec [N] Nrec [N] Nrec [N] 

X-FB / X-DFB 200 1 ) 200 1 ) 200 1 ) 

X-FB MX with X-U or X-ZF 200 1 ) 200 1 ) 200 1 ) 

X-FB MX with X-GHP 20 50 – – 

X-FB MX with X-GN 27 – 50 – 

X-FB MX with X-EGN 14 or X-U – – 200 1 ) 

X-EFC 2 ) 50 50 50 

1 ) eccentric loading considered; 2 ) Load controlled by serviceability of the plastic part 

Test data 












X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-GN 27 MX 1.91 47.1 19.2 23.7 

X-U 22 MX 3.18 37.8 20.1 54.7 

X-U 27 MX 4.04 35.4 24.5 30.9 





X-EGN 14 MX 3.62 13.7 8.6 6 543 

X-U 16 MX 17.46 4.0 12.2 6 634 

4.198 11 / 2007



Concrete 

X-U, X-DNI, X-ZF: hmin = 80 mm 


Steel 

tIl ≥ 4 mm 


X-FBMX 


X-FB (X-BX/X, X-EMTC) To fasten conduits, pipes and tubes of ∅ 8 mm to 50 mm 

X-EFC To fasten conduits of ∅ 16 mm, 20 mm, 25 mm and 32 mm 


Space fastenings as needed to control sag and maintain alignment. 







X-ZF and Gas nails fc ≤ 30 N/mm 2 

X-U and X-DNI fc ≤ 40 N/mm 2 

11 / 2007 4.199 

tII


X-FBMX 



Technical information 

➀ With pre-mounted nail Without pre-mounted nail 

Designation Designation d [mm] W [mm] [H [mm] 

➂ X-FB 8-DNI27 X-FB 8 MX 8 31 10 

➂ X-BX 3 /8” MX 10 ( 3 /8”) 33 12 

➂ X-FB 11-DNI27 X-FB 11 MX 11 34 13 

➂ X-FB 13-DNI27 X-EMTC 1 /2” MX 13 ( 1 /2”) 42 15 

➂ X-FB 16-DNI27 X-FB 16 MX 16 44 18 

➂ X-FB 18-DNI27/ -ZF27 18 46 20 

➂ X-EMTC 3 /4” MX 19 ( 3 /4”) 47 21 

➂ X-FB 20-DNI27 / -ZF27 X-FB 20 MX 20 48 22 


➂ X-FB 24-DNI27 / -ZF27 24 52 26 

➂ X-FB 25-DNI27 X-FB 25, X-EMTC 1” MX 25 (1’’) 53 27 


➂ X-FB 32-DNI27 X-FB 32 MX 32 58 34 

➂ X-FB 35-DNI27 35 64 37 

➂ X-FB 40-DNI27 X-FB 40 MX 40 69 42 

➂ X-FB 50-DNI27 50 77 52 

➃ X-DFB 16-DNI27 X-DFB 16 MX 16 66 15 

➃ X-DFB 18-DNI27/-ZF 27 18 70 18 

➃ X-DFB 20-DNI27/-ZF 27 X-DFB 20 MX 20 75 20 




➃ X-DFB 35-DNI27 35 106 30 

➃ X-DFB 40-DNI27 40 116 37 

➄ X-FB 26/30-DNI27 26 58 42 

➄ X-FB 30/40-DNI27 30 62 40 

➄ X-FB 35/40-DNI27 35 68 40 

➅ DNI27 Nail Nail shank: Carbon steel, HRC 55.5 Zinc coating: 5–13 µm 

➆ ZF 27 Nail Nail shank: Carbon steel, HRC 52 Zinc coating: 5–13 µm 

➇ X-GHP 20 Nail Nail shank: Carbon steel, HRC 58 Zinc coating: 2–8 µm 

➈ X-GN 27 Nail Nail shank: Carbon steel, HRC 53.5 Zinc coating: 2–8 µm 

4.200 11 / 2007

Material specification: 

➀ Polyethylene, grey 

➂ + ➃ Galvanized steel sheet, fu = 270-420 N/mm 2 , 10–20 µm zinc coating 

➄ Steel sheet, DD11per EN 10111, Zn coating ≥ 5 µm 

Tools: 

DX 351-F8, DX 460-F8, DX-E 72 for all X-FB/DFB with pre-mounted nails 

and 

GX 120-ME, GX 100-E, DX 351-MX DX 460-MX for X-FB __MX 

Fastener with pre-mounted nail 

Metal Conduit Clip 

with pre-mounted nail 

Item no. Designation 

377478 X-FB 8-DNI27 

377479 X-FB 11-DNI27 

34335 X-FB 13-DNI27 

40553 X-FB 16-DNI27 

40554 X-FB 18-DNI27 

40555 X-FB 20-DNI27 

40556 X-FB 22-DNI27 

26996 X-FB 24-DNI27 

377480 X-FB 25-DNI27 

40557 X-FB 28-DNI27 

377481 X-FB 32-DNI27 

40726 X-FB 35-DNI27 

40728 X-FB 40-DNI27 

377482 X-FB 50-DNI27 

332252 X-FB 18-ZF27 

332253 X-FB 20-ZF27 

332254 X-FB 22-ZF27 

332255 X-FB 24-ZF27 

332256 X-FB 28-ZF27 


X-FBMX 

Double Metal Conduit Clip double 

with pre-mounted nail 


40558 X-DFB 16-DNI27 

40559 X-DFB 18-DNI27 

40560 X-DFB 20-DNI27 

40561 X-DFB 22-DNI27 

26997 X-DFB 24-DNI27 

40562 X-DFB 28-DNI27 

40729 X-DFB 35-DNI27 

40730 X-DFB 40-DNI27 

332247 X-DFB 18-ZF27 

332248 X-DFB 20-ZF27 

332249 X-DFB 22-ZF27 

332250 X-DFB 24-ZF27 

332251 X-DFB 28-ZF27 

11 / 2007 4.201


X-FBMX 

Fastener with pre-mounted nail 

Metal Conduit Clip 


303713 X-FB 8 MX 

228334 X-BX 3 /8” MX 

303714 X-FB 11 MX 

228335 X-EMTC 1 /2” MX 

303715 X-FB 16 MX 

228336 X-EMTC 3 /4” MX 

303716 X-FB 20 MX 

303717 X-FB 22 MX 

303718 X-FB 25 MX 

228337 X-EMTC 1” MX 

303719 X-FB 28 MX 

303720 X-FB 32 MX 

303721 X-FB 40 MX 

273383 X-DFB 16 MX 

273384 X-DFB 20 MX 

273385 X-DFB 22 MX 

273386 X-DFB 25 MX 

273387 X-DFB 28 MX 

GX nails 


338872 X-EGN 14 MX 

285890 X-GHP 20 MX 

340229 X-GN 27 MX 

DX nails 


237344 X-U 16 MX 

34541 X-EDNI 16 MX 

333368 X-ZF 27 MX 

237346 X-U 22 MX 

237347 X-U 27 MX 

34377 X-DNI27 MX 

X-FB/DFB: 

Fastening of electrical conduits and light duty water or heating pipes on concrete 

Capacity: Nail choice: 

conduit ∅ ≤ d X-ZF and Gas Nails for fc ≤ 30 N/mm 2 

conduit ∅ ≤ d X-DNI for fc ≤ 40 N/mm 2 





Masonry: 6.8/11M green cartridger 

GX 120 tool: Gas can GC 22 



4.202 11 / 2007



Nailhead not protruding 

Installation details 

X-FB: 

1. 

Load X-FB in the tool 

2. 

Position against the conduit 

Spacing: Space fastenings as needed to control sag and maintain alignment 


X-FBMX 

3. 

Compress tool, pull the trigger 

and the conduit is fastened 

11 / 2007 4.203


X-FBMX 

4.204 11 / 2007

X-ECTMX, X-EKSMX, 

X-EMTSC 

X-ECT MX Electrical Cable Tie, X-EKS MX 

and X-EMTSC Conduit Clip Fastener 

Dimensions 

X-ECT MX X-EKS MX 

12.5 12.5 

Product data 

19 

19 

12.5 

12.5 

24.5 

24.5 

37.4 

37.4 

24.9 24.9 



18 

X-GHP 20 

o 6.8 

X-ECT and X-EKS: Polyamide (halogen and silicon free), light grey RAL 7035 and 

PBT (silicon free, flame retardant), stone grey RAL 7030 

X-EMTSC: Galvanized steel sheet fu = 270–420 N/mm 2 , 

10–20 µm zinc coating 

Nails: 

Carbon Steel HRC 58 X-GHP 20, X-EGN 14 

HRC 53.5 X-GN 27 

HRC 55.5 X-DNI 22/27, X-EDNI 16 

Zink coating 2–8 µm X-GHP 20, X-EGN 14, X-GN 27 

5–13 µm X-DNI 22/27, X-EDNI 16 


GX 120-ME, GX 100-E, DX 460 MX, DX 351 MX 

1.8 

X-EDNI 16 

2.4 


14 

20 

21.8 

L S 

L 

D 

o3.7 

o8 

o 3 

X-EKSC MX X-EMTSC 

X-GN 27 

11 / 2007 4.205 

o 6.8 

1.9 

X-DNI 22/27 

8 

1.9 

3.7 

27 

28.9 

Ls 

L 

o 3 

X-EGN 14 

o 6.8 

1.8 

14 

15.8 

X-U 16/22/27 

8 

2.4 

4 

Ls 

L 

o 3


X-EMTSC 

Applications 

Examples 

Flexible or rigid cable conduits 

with cable ties 

Load data 

Design data 


Service load 1 ) 

Fastener [N] 

X-ECT MX 40 

X-EKS MX 20 

X-EMTSC 50 

1 ) The recommended service load is controlled by serviceability of the plastic part. 

Test data 









Rigid conduits Cable conduits or light duty 

pipes 




X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-GN 27 MX 1.91 47.1 19.2 23.7 

X-U 22 MX 3.18 37.8 20.1 54.7 

X-U 27 MX 4.04 35.4 24.5 30.9 

4.206 11 / 2007





X-EGN 14 MX 3.62 13.7 8.6 6 543 

X-U 16 MX 17.46 4.0 12.2 6 634 



Concrete 



Steel 

tIl ≥ 4 mm 


Fasteners recommended for cable ∅ 8 mm and 10 mm 


X-EMTSC 


50–100 cm along the cable tie. Adjust spacing as needed to achieve stability of cable tie 








11 / 2007 4.207 

tII


X-EMTSC 



Suitable cables with X-ECT fastener 

Cable type Cable measure [∅ mm] No. of cables 

NYM 3x1.5 8 14 

NYM 5x1.5 10 10 

Suitable conduits with X-EKS fastener 

Conduit type Conduit size [mm] No. of conduits 

1 /2”–1” 16–40 1 

Suitable conduits with X-EMTSC fastener 

Conduit type Conduit size [inch] No. of conduits 

1 /2”–1” 1/2”–1” 1 

Fastener without pre-mounted nail: X-ECT, X-EKS, X-EMTSC 

Nail 


Base material Designation Technology ds [mm] Ls [mm] L [mm 

Concrete X-U 22 MX DX 4.0 22 – 

Concrete X-U 27 MX DX 4.0 27 – 

Concrete X-DNI 22 MX DX 3.7 22 23.9 

Concrete X-DNI 27 MX DX 3.7 27 28.9 

Steel X-U 16 MX DX 4.0 16 – 

Steel X-EDNI 16 MX DX 3.7 16 18.5 

Concrete X-GHP 20 MX GX 3.0 20 21.8 

Concrete or masonry X-GN 27 MX GX 3.0 27 28.9 

Steel X-EGN 14 MX GX 3.0 14 15.8 


Tools: 

DX technology: DX 460-MX, DX 351-MX 

GX technology: GX 120-ME, GX 100-E 

4.208 11 / 2007

X-EKS 


285719 X-EKS 16 MX 

285720 X-EKS 20 MX 

285721 X-EKS 25 MX 

X-ECT 


285709 X-ECT MX 

285710 X-ECT UV MX 

285711 X-ECT FR MX 

X-EMTSC 


228338 X-EMTSC 1 /2” MX 

228339 X-EMTSC 3 /4” MX 

228340 X-EMTSC 1” MX 



X-EMTSC 





GX 120 tool: Gas can GC 22 



GX nails 


338872 X-EGN 14 MX 

340229 X-GHP 20 MX 

34541 X-GN 27 MX 

DX Nails 


237344 X-U 16 MX 

237346 X-U 22 MX 

237347 X-U 27 MX 

338872 X-EDNI 16 MX 

34372 X-DNI 22 MX 

34377 X-DNI 27 MX 

11 / 2007 4.209


X-EMTSC 


Installation 

1. 

Load X-EKS,X-ECT or 

X-EMTSC in the tool. 

2. 

Apply X-EKS,X-ECT or 

X-EMTSC to surface 

with tool, compress 

the tool and pull the 

trigger. 

3. 

Turn down the X-EKS 

clip or assemble a 

cable binder into the 

X- ECT 

(Example: X-EKS) 

Spacing: 

• 50–100 cm along the cable tie 

• Adjust spacing as needed to achieve stability of cable tie 

4. 

Fasten the cable to the 

X-EKS clip, the X-ETC 

or the X-EMTSC 

(Example: X-EKS) 

4.210 11 / 2007

X-ET for Fastening Plastic Electrical Cable 

Trays and Junction Boxes 

Product data 

Dimensions 

X-ET DNIK-H27 

1 

28 

X-GHP 20 

o 6.8 

1.8 

20 

21.8 

X-DNI 22/27 

8 

1.9 

3.7 

Ls 

L 

7 

31 

o 3 

16.2 

X-GN 27 



X-ET: Polyethylene 

o 6.8 

X-ET 

X-ET MX Polyamide (halogen and silicon free), light grey RAL 7035 and 

PBT (silicon free, flame retardant), stone grey RAL 7030 

Nails: 

Carbon Steel HRC 58 X-GHP 20, X-EGN 14 

HRC 53.5 X-GN 27 

HRC 55.5 X-DNI 22/27, X-EDNI 16 

HRC 58 X-U 16 / 22/ 27 

Zink coating 2–8 µm X-GHP 20, X-EGN 14, X-GN 27 

5–13 µm X-DNI 22/27, X-EDNI 16 


DX 460 MX, DX 351 MX, GX 120-ME, GX 100-E 

1.9 


27 

28.9 

X-U 16/22/27 

8 

2.4 

4 

Ls 

L 

o 3 

DNIK-H27 X-ET MX 

11 / 2007 4.211 

2 

o 3.7 

o 8 

o 15 

X-EGN 14 

o 6.8 

1.8 

14 

15.8 

31 

o 3 

3 

w x l x h = 16.5 x 16.5 x 12 mm 

X-EDNI 16 

2.4 

o3.7 

L S 

L 

o8

X-ET 

Applications 

Examples 

Cable trunking Cable trunking Junction boxes Conduits & pipes with 

metal or textile band 

Load data 

Design data 

Recommended load 

Service load 1 ) 

Fastener [N] 

X-ET 100 

1 ) The recommended service load is controlled by serviceability of the plastic part. 

Test data 












X-GHP 20 MX 1.61 52.0 14.0 52.2 

X-GN 27 MX 1.91 47.1 19.2 23.7 

X-U 22 MX 3.18 37.8 20.1 54.7 

X-U 27 MX 4.04 35.4 24.5 30.9 

4.212 11 / 2007



Concrete 

DNIK, X-U, X-ZF: hmin = 80 mm 


Steel 

tIl ≥ 4 mm 


50–100 cm along the cable tie. Adjust spacing as needed to achieve stability of cable tie 








X-ET 

11 / 2007 4.213 

tII

X-ET 


Program, technical information 


Shank Shank 

Ø length 

Techno- Base ds Ls 

No. logy material Fastener Designation [mm] [mm] 

➀ DX Concrete /steel X-ET X-ET DNIK-HZ27 3.7 27 DX 460-F8 

➂ DX Concrete /stee X-ET MX X-U 22/27 MX 4.0 22/27 DX 460MX, DX 351MX 

➂ DX Concrete /stee X-ET MX X-DNI 22/27 MX 3.7 22/27 DX 460MX, DX 351MX 

➂ DX Steel X-ET MX X-U 16 MX 4.0 16 DX 460MX, DX 351MX 

➂ GAS Concrete X-ET MX X-GHP 20 3.0 20 GX120-ME 

➂ GAS Concrete X-ET MX X-GN 27 3.0 27 GX120-ME 

➂ GAS Steel X-ET MX X-EGN 14 3.0 14 GX100-E 

➂ GAS Sand lime masonry X-ET MX All GX nails 3.0 see above GX100-E 

Fastener without pre-mounted nail 

Fastener Item no. Designation 

X-ET 251705 X-ET DNIK-HZ27 

Conditions for use: 

• No fastenings on ribs 

• Underside of trunking 

must be smooth 

• Base material: 

- Concrete 

- Sandlime masonry 

• X-ET MX only in predrilled 

holes 

285718 X-ET MX 

DX Nails 237344 X-U 16 MX 

237346 X-U 22 MX 

237347 X-U 27 MX 

34372 X-DNI 22 MX 

34377 X-DNI 27 MX 

34541 X-EDNI 16 MX 

GX nails 338872 X-EGN 14 MX 

285890 X-GHP 20 MX 

340229 X-GN 27 MX 

=90° 

Trunking dimensions: 

tI ≤ 2 mm PVC 

max. 60 mm 

4.214 11 / 2007 

min. 16 mm 

min. 16 mm



Installation 

1. 

Load X-ET in the tool. 

2. 

Apply X-ET to surface 

with tool, compress 

the tool and pull the 

trigger. 

3. 

Nailheads should be 

below top of X-ET 

X-ET 






GX 100-E tool: Gas can GC 11 (GC 12 in USA) 


Spacing: 

• 50–100 cm along the trunking 

• Adjust spacing as needed to achieve stability of trunking 

4. 

Cables can be laid 

right over the fastenings 

11 / 2007 4.215

X-ET 

4.216 11 / 2007

Special X-CR Stainless Steel Nails for 

Fastening to Steel 

Product data 

Dimensions 

X-CR __ P8 

2.4 

X-CR 14 D12 

o5.6 

o5.6 

1.7 

1.7 

o3.7 

Ls 

L 

L s 

L 

o3.7 

Ls 

L 

Examples 

o8 

o3.7 

X-CR __ S12 

o12 

o12 

X-CR 48 P8 S15 

1.7 

o3.7 

o8 

Ls 

L 

o15 



Special X-CR 

Nail shank: CR-500 (CrNiMo alloy 

fu ≥ 1850 N/mm 2 

Steel washers: X2CrNiMo 18143 

Plastic washers: Polyethylene 


DX 460, DX 450 


Approvals 

DIBt (Germany): X-CR 14 P8 

with DX 450 (125%) 


Applications (For fastening exposed to weather or other corrosive conditions) 

Wall ties Installation rails Facade brackets 

11 / 2007 4.217

Special X-CR 

Load data 

Design data 


Steel sheet fastening 

Carbon steel sheet, fu ≥ 370 N/mm 2 Aluminum sheet, fu ≥ 210 N/mm 2 

X-CR __ P8 X-CR __ D12/S12 X-CR __ P8 X-CR __ D12/S12 

tl [mm] Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN] tl [mm] Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN] 

0.75 1.0 1.1 1.4 1.1 0.8 0.4 0.4 0.6 0.4 

1.00 1.2 1.4 1.6 1.4 1.0 0.6 0.6 0.8 0.6 

1.25 1.5 1.7 1.8 1.7 1.2 0.8 0.9 1.1 0.9 

2.00 2.2 2.0 2.2 2.0 1.5 1.1 1.4 1.6 1.4 

2.0 1.6 1.7 1.9 1.7 

• Recommended working loads valid for fastened materials as shown above. 


• For stainless steel sheet, use same loads as for carbon steel sheet. 

• Recommended loads include an overall safety factor applied to the characteristic strength. 

Static test: Nrec = Ntest,k / 3.0 Vrec = Vtest,k / 3.0 

• These recommended loads are appropriate for Eurocode 1 (or similar) wind loading designs. 

Other applications* 

X-CR __ P8 / X-CR 14 D12 / X-CR __ S12 

Nrec [kN] Vrec [kN] Mrec [kN] 

1.6 2.0 3.8 

* Fastened parts: Clips, brackets, etc. with 1 or to fastenings; thicker steel parts 

• Failure of fastened material is not considered in Nrec and Vrec. 

• Loads valid for predominantly static loading. 


When fastening large pieces of steel or aluminum, the possibility of shear loadings from 

forces of constraint should be considered in the fastening design. Either allow for movement 

or avoid exceeding VRk! 


P 

P 

4.218 11 / 2007

Special X-CR 

Test data 

For more detailed information on the performance of the X-CR stainless steel nails please 

contact Hilti 



Using DX 450 tool: tll ≥ 5.0 mm 

Using DX 460 tool: tll ≥ 6.0 mm 


tI ≤ 12.0 mm (details see fastener selection) 


Rolled shapes Cold formed shapes Fastened material 

10 

7 

tII 

10 

25 

7 

tII 

11 / 2007 4.219 

20 

12 

20 

bx** 

10 

tII = 4 - 10 

** max. allowable bx ≤ 8 x tII however, jobsite trails 

advisable 





Fastening Technology.

Special X-CR 


DX 450, DX 460 (Steel thickness h ≥ 5mm) 


20 

18 

16 

14 

12 

10 

8 

3 

2 

1 

4 

6 

4 

400 500 600 700 

Steel strength, Rm [N/mm2] 


Programme 

Base material Fixed material thickness tl [mm] Fastener Ls hET Tool 

thickness tll [mm] ≤1 2 3 4 5 6 8 9 11 12 Designation Item no. [mm] [mm] 

tII,min ≥ 6 mm ■■ X-CR 14 P8 306701 14 ≥ 9 DX 460 

tII,min ≥ 6 mm ■ ■ X-CR 16 P8 247356 16 ≥ 9 DX 460 

*tII,min ≥ 5 mm ■■ X-CR 18 P8 247357 18 ≥ 9 DX 450* 

*tII,min ≥ 5 mm ■ ■ X-CR 21 P8 247358 21 ≥ 9 DX 450* 

*tII,min ≥ 5 mm ■ ■ X-CR 24 P8 247359 24 ≥ 9 DX 450* 

tII,min ≥ 5 mm ■ X-CR 14 D12 244601 14 ≥ 9 DX 450 

tII,min ≥ 5 mm ■ ■ X-CR 16 S12 298855 16 ≥ 9 DX 450 

tII,min ≥ 5 mm ■ ■ X-CR 18 S12 298856 18 ≥ 9 DX 450 

tII,min ≥ 5 mm ■■ X-CR 21 S12 298857 21 ≥ 9 DX 450 

tII,min ≥ 5 mm ■■ X-CR 24 S12 298858 24 ≥ 9 DX 450 

■ = recommended thickness Ls = hET + tl for X-CR __P8 

Ls = hET + tl + 1 for X-CR __D12/S12 


DX 460: 6.8/11M red cartridge 

DX 450 6.8/11M red or black cartridge 


➀ X-CR16 (tI ≤ 3 mm) 

➁ X-CR14 (tI ≤ 2 mm) 

➂ X-CR14 (tI ≤ 1 mm) 

➃ X-CR14 (tI ≤ 1 mm) with DX 460 tool 




4.220 11 / 2007



X-CR __ P8 

tII 

hET = Ls – tl = L – tl – hNVS 

hNVS = 3.5–4.5 mm 

Installation 

hNVS 

tI 

hET 

tl ≤ 3 mm 

Steel fastened material ″ 3 mm 

thick, usually deforms with the 

displaced base material to 

allow a tight fit between fastened 

steel and base material 

without pre-drilling. 

Because conditions may vary, 

trial fastenings are recommended 

tl > 3 mm 

Without pre-drilling: 

Steel fastened material > 3 mm M 

thick is too stiff too fully deform 

with the displaced base mate- 

M 

rial. The gap, which increases 

with increasing tI, can result in 

bending moments being 

applied to the nail shank. 

With pre-drilling: 






X-CR 14 D12 

tII 

hET = Ls – tl – 1 = L – tl – hNVS 


ds 

o12 

120° 

Special X-CR 

hET = Ls – tl – 1 = L – tl – hNVS 


11 / 2007 4.221 

hNVS 

tI 

hET 

3 

3 

X-CR __ S12 

tII 

hNVS 

tI 

hET 

To prevent imposition of a 

moment on the shank of fastener, 

use three fasteners in 

a group.

Special X-CR 

4.222 11 / 2007

DX 460 General Purpose Tool 

DX 460-MX 

DX 460-F8 

Fastener: 

X-U __ MX 

X-DNI __ MX 

X-ZF __ MX 

SL __ MX 

X-EDNI __ MX 

X-DW __ MX 

Fastener: 

X-U __ P8 

X-AL-H __ P8 

X-DNI __ P8 

X-DNI __ P8S15/S23/S36 

DNH 37 P8S15 

DKH 48 P8S15 

X-ZF __ P8 

X-EDNI __ P8 

X-CR __ P8/ P8S12 

SL __ DP8 

X-GC, X-FS, X-SW 

X-FB 

X-EM6/EW6-__-__ FP8 

X-EF7/-__-__ FP8 

X-M6/W6-__-__ FP8 

F7-__-__ FP8 

X-EM8-__-__ P8 

X-M8-__-__ P8 

X-GC, X-HS 

X-DAK, X-DW, ESD 

Piston: 

X-460-P8 

X-460-P8W 

for fastening wood 

Tools and equipment 

Cartridges: 

6.8/11M – 

black, red, yellow, green 

Piston: 

X-460-P8 

X-460-P8W 

for fastening wood 

X-460-P6AL 

for setting AL-H nails 

Cartridges: 

6.8/11M – 

black, red, yellow, green 

valid for all equipment 

11 / 2007 4.223


DX-Kwik method: 

pre-drilling into concrete 

Fastener guide: 

X-460-F8N15 

Narrow access fastener 

guide 

(∅ 15.2 mm x 53.2 mm) 


X-460-F8N10 

Narrow access fastener 

guide 

(bxdxL 10.4x25.9x50 mm) 


X-460-F8GR 

Grating fastener guide 


X-460-F8S12 

S12 fastener guide 

Fastener: 

X-M6H-__-37 FP8 

M8H-__37 P8 

X-CRM8-__42 FP8 

Fastener: 

X-U __ P8 

X-AL-H 

X-DNI 

X-ZF 

X-CR __ P8 

X-CRM __ P8 

Fastener: 

X-U __ P8 

X-AL-H 

X-DNI 

X-ZF 

X-CR __ P8 

X-CRM __ P8 

Fastener: 

X-GR 

X-GRRU 

Fastener: 

X-U __ S12 

X-DNI __ S12 

X-EDNI __ S12 

Piston: 

X-460-P Kwik 

Piston: 

X-460-P8 

X-460-P6AL 


Piston: 

X-460-P8 

X-460-P6AL 


Piston: 

X-460-P8 

Piston: 

X-460-P8 

4.224 11 / 2007


X-460-F8SS 

S12 fastener guide 


X-460-F10 


X-460-F10SS 

10 mm stop spall fastener 

guide 


X-460-FIE-L 

Fastener: 

X-M6-__-__FP8 

X-W6-__-__FP8 

X-F7-__-__FP8 

X-M8-__-__P8 

Fastener: 

X-M10/W10 

DS 

Fastener: 

X-M10/W10 

Fastener: 

X-IE 

Insulation fastener 

Piston: 

X-460-P8 

Piston: 

X-460-P10 

Piston: 

X-460-P10 

Piston: 

X-460-PIE-L 


11 / 2007 4.225


DX 460-MX SM 

Fastener: 

X-EDNK22-THQ12M 

X-EDN19-THQ12M 

Piston: 

X-460-PSM 

Cartridges: 

6.8/11M – 

black, red, yellow 

4.226 11 / 2007

DX 351 

DX 351 with X-MX27 Interior Finishing Tool 

DX 351-F8 

Fastener: 

X-DW20/27 MX 

X-DNI19/27 MX 

X-ZF14/27 MX 

X-EDNI16/22 MX 

X-DAK16 MXSP 

Fastener: 

X-DW20/27 TPH 

X-DNI19/47 P8 

X-ZF14/47 P8/TH/THP 

X-EDNI16/22 P8 

X-DAK16 P8/P8TH 

X-CC-DNI27/32 P8 

X-CC-AL27 P8 

X-CC-EDNI16 P8 

X-CC-ZF32 P8 

X-HS __-DNI32 P8S15 

X-HS __-AL-H27 P8S15 

X-HS __-EDNI19 P8S15 


X-FG 8L-351 

narrow access fastener 

guide 

Piston: 

X-P 8S-351 


Cartridges: 

6.8/11M – 

red, yellow, green, white 

Piston: 

X-P 8S-351 

Cartridges: 

6.8/11M – 


Piston: 

X-P 8L-351 

11 / 2007 4.227


DX 351-BT 

DX 351-BTG Grating 

Fastener: 

X-BT M10-24-6 SN12-R 

X-BT M10-24-6-R 

X-BT W10-24-6 SN12-R 

X-BT W10-24-6-R 

Fastener: 

X-BT M8-15-6 SN12-R 

X-BT M8-15-6-R 

Piston: 

X-351 BT P 1024 


BT FG M1024 

Fastener Guide dimensions 

bxdxL = 17.5x22x29.5 mm 

Cartridges: 

6.8/11M – 

high precision - brown 

Piston: 

X-351 BT P G 


X-352 BT FG G (M8) 

Fastener Guide dimensions 

bxdxL = 17.5x22x56 mm 

Cartridges: 

6.8/11M – 

high precision - brown 

4.228 11 / 2007

DX E72 

DX E72 

Fastener: 

X-U 

X-EDNI, X-DNI 

X-ZF 

SL 

Drywall fasteners 

X-SW 

X-FS 

X-M6/W6/F7 

X-EM6H/EW6H/EF7H 

X-FB, X-DFB 

XHS, X-CC 

X-CR 


Cartridges: 

5.6/16ND (cal .22NC) – 


(brown), grey 

11 / 2007 4.229


DX 36 

DX 36 

Fastener: 

X-U 

X-DNI 

X-ZF 

X-EDNI 

X-CR 

SL 

X-EM6H/EW6H/EF7H 

X-M6/W6/F7/M8 

X-FS 

X-SW 

X-FB 

X-DKH 

DNH 

X-HS 

X-CC 

Cartridges: 

6.8/11M – 

red, yellow, green 

4.230 11 / 2007

DX 76 / DX 76 PTR 

DX 76 PTR (Siding and decking) with magazine MX 76-PTR 

DX 76 PTR (Siding and decking) 

Fastener: 

X-ENP-19 L15 MX 

Fastener: 

X-ENP2K-20 L15 MX 

Fastener: 


Fastener: 



PTR X-76-F15-PTR 


Piston: 

X-76-P-ENP-PTR 

Piston brake: 

X-76-PB-PTR 

Cartridges: 

6.8/18M – red, blue 

Piston: 

X-76-P-ENP2K-PTR 

Piston brake: 

X-76-PB-PTR 

Cartridges: 

6.8/18M – blue, green 

Piston: 

X-76-P-ENP-PTR 

Piston brake: 

X-76-PB-PTR 

Cartridges: 

6.8/18M – red, blue 

Piston: 

PTR X-76-P-ENP2K-PTR 

Piston brake: 

PTR X-76-PB-PTR 

Cartridges: 

6.8/18M – blue, green 

11 / 2007 4.231


DX 76 MX (Siding and decking) with magazine 

DX 76 F15 (Siding and decking) 

Fastener: 


Fastener: 


Fastener: 

X-ENP-19 L15 

Fastener: 


Piston: 

X-76-P-ENP 

Cartridges: 

6.8/18M – black, red, blue 

Piston: 

X-76-P-ENP2K 

Cartridges: 

6.8/18M – 

blue, yellow, green 

Piston: 

X-76-P-ENP 

Cartridges: 


Piston: 

X-76-P-ENP2K 

Cartridges: 

6.8/18M – 

blue, yellow, green 

4.232 11 / 2007

DX 76 F15 (Siding and decking on concrete – DX-Kwik) 

DX 76 F15 (X-HVB shear connectors) 

Fastener: 

NPH2-42 L15 


X-76-F-Kwik 

Fastener: 

X-ENP-21 HVB 

Connector: 

X-HVB shear connectors 


X-76-F-HVB 

Piston: 

X-76-P-Kwik 

Cartridges: 

6.8/18M – blue 

Piston: 

X-76-P-HVB 


Cartridges: 


11 / 2007 4.233


DX 76 F15 (Grating and checker plate) 

DX 76 F15 (Heavy duty) 

Grating fastener: 

X-CRM8-15-12 FP10 

EM8-15-14-10 FP10 

Checker plate fastener 

X-CRM8-15-12 FP10 

X-CRM8-9-12 FP10 


X-76-F-10 

Fastener: (for nail) 

EDS 19 – 27 P10 

Fastener: (for stud) 

X-EM10-24-14 P10 


X-76-F-10 

for nails and studs 

Piston: 

X-76-P-GR 

Cartridges: 

6.8/18M – 

black, red, blue, yellow, 

green 

Piston: (for nail) 

X-76-P-10 

Piston: (for stud) 

X-76-P-GR 

Cartridges: 

6.8/18M – 

black, red, blue, yellow, 

green 

4.234 11 / 2007

DX-860 Tool for Decking 

DX 860-ENP 

DX 860-HSN 

Fastener: 

X-ENP-19 L15 MXR 

Fastener: 

X-EDNK22-THQ12 

X-EDN19-THQ12 

Piston: 

X-76-P-ENP 

Cartridges: 

6.8/18M40 – 

black, red, blue 

Piston: 

X-860-HSN-SP 

Cartridges: 

6.8/18M40 – 

black, yellow 


11 / 2007 4.235


GX 100 Gas Tool for Interior Finishing and 

GX 100-E for Electrical Applications 

GX 100 

GX 100-E 

Fastener: 

X-EGN 14 MX 

X-GHP 18 MX 

X-GHP 20 MX 

X-GN 20 MX 

X-GN 27 MX 

X-GN 32 MX 

X-GN 39 MX 

Fastener: 

X-EGN 14 MX 

X-GHP 18 MX 

X-GHP 20 MX 

X-GN 20 MX 

X-GN 27 MX 

X-GN 32 MX 

X-GN 39 MX 

X-HS MX 

X-CC MX 

X-EKB 

X-FB MX 

X-DFB 

X-ECF 

X-ET 

Energy: 

GC 11 used international 

GC 12 used only in USA 

Energy: 


GC 12 used only in USA 

4.236 11 / 2007


GX 120 Gas Tool for Interior Finishing and 

GX 120-ME for Electrical Applications 

GX 120 

GX 120-ME 

Fastener: 

X-EGN 14 MX 

X-GHP 18 MX 

X-GHP 20 MX 

X-GN 20 MX 

X-GN 27 MX 

X-GN 32 MX 

X-GN 39 MX 

Fastener: 

X-EGN 14 MX 

X-GHP 18 MX 

X-GHP 20 MX 

X-GN 20 MX 

X-GN 27 MX 

X-GN 32 MX 

X-GN 39 MX 

X-HS MX 

X-CC MX 

X-EKB 

X-FB 

X-DFB 

X-ECF 

X-ET 

Energy: 


Energy: 


11 / 2007 4.237


Cartridges 

Cartridge 6.8/11M10 and 

6.8/11M40 1 

(.27 caliber short) 

Cartridge 6.8/18M10 

(.27 caliber long) 

Cartridge 6.8/18M40 

(.27 caliber long) 

Cartridge 5.6/16ND 

(caliber .22NC) 

6.8/18 (.27 caliber long) 1 

Color Strength Fastening tools: 

code* number** DX 36 DX 460 DX 351 DX 860-HSN 1 

High precision 2 [2] no no ✔ no 

white [brown] 2 [2] no no ✔ no 

green 3 [3] ✔ ✔ ✔ no 

yellow 4 [4] ✔ ✔ ✔ ✔ 

red 6 [5] ✔ ✔ ✔ no 

black [purple] 7 [6] no ✔ no ✔ 


code* number** DX 76 / DX 76 PTR 

green 3 ✔ 

yellow 4 ✔ 

blue 5 [4.5] ✔ 

red 6 [5] ✔ 

black [purple] 7 [6] ✔ 


code* number** DX 860-ENP 

blue 5 [4.5] ✔ 

red 6 [5] ✔ 



code* number** DX-E 72 

[grey] [1] ✔ 

white [brown] 2 ✔ 

green 3 ✔ 

yellow 4 ✔ 

red 6 ✔ 


code* number** DX 600N 1 

green 3 ✔ 

yellow 4 ✔ 

red 5 ✔ 


* Color code according to DIN 7260, in brackets e.g. [purple] according to PATMI (USA and Canada) 

** Strength number as used on Hilti packaging. Without brackets refers to number used in Europe, in brackets 

e.g. [6] refers to number according to PATMI and as used in USA and Canada. 

4.238 11 / 2007

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