SET-XP - Simpson Strong-Tie

SET-XP
PURE EPOXY
Seismically approved, pure epoxy adhesive.
Set-XP is a high
strength epoxy
injection adhesive
for fastening heavy
structural fixings in
cracked and noncracked
concrete.
It's high bond
strength and nonshrinking
formula
are suitable for use
in oversized or wet
holes.
ICC-ES approved
for cracked
concrete.
ETA option 1
approved.
Extended
working time.
High bond
strength.
non-shrinking
formula.
Seismically
approved.
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Adhesive Systems
SET-XP TECHNICAL DATA
SET-XP is a pure epoxy resin suitable for heavy threaded rod fixing applications in both cracked and noncracked
concrete (ETA Option 1). It's specially designed for highly technical and structural fixings. This
solution is perfect for large diameters and applications in hot weather countries. SET-XP is tested in seismic
conditions.
Cartridges available (650 ml) perfectly adapted for big job sides.
Reference Contents Weight Qty. Box Qty. Outer-box Unit Bar Code
SET-XP 650 650 ml 1,1 kg 10 10 3523140538402
Two mixers are supplied with each cartridge.
BENEFITS:
ICC-ES for cracked concrete
Extended working time
High-bond strength
Non-shrinking
Suitable for wet holes
Easy storage in hot weather countries
MATERIAL:
Cracked or non-cracked concrete
APPLICATIONS:
Heavy structural fixings into cracked or non-cracked
concrete
Oversized holes
CERTIFICATION:
ICC-ES for cracked concrete
ETA (Option 1)
SET-XP
650 ml
Teal
colour
ETAG 001-5 Option 1
M12-M27
Tested according to
ACI 355.2.
ICC-ES ESR-2508
NSF/ANSI Std. 61
LMAS
Zinc-plated steel
See page 24.
CURING SCHEDULE:
Let anchor fully cure without disturbing
T °C Working time Curing time 6)
10 60 min 72 h
21 45 min 24 h
32 25 min 24 h
43 12 min 24 h
METHOD OF CLEANING HOLES:
Normal diameter
Method of cleaning hole
All diameter
Clean hole by brushing and
blowing alternately with
oil-free compressed air at
minimum 5.5 bar: 2x blow,
4x brush, 2x blow.
Mixer MN2
Safety and environement
We care about developing products that are user-safe and environmentally
respectful when properly handled and disposed of. Once empty, dispose of this
cartridge in a hazardous waste disposal skip.
Xn Harmful Dangerous C Corrosive
for the
environment
Observe these safety precautions:
R51/53 Toxic to aquatic organisms, may cause long-term adverse effects in the aquatic environment (A).
R43 May cause sensitisation by skin contact (A, B). R36/37/38 Irritating to eyes, respiratory system and
skin (A). R34 Causes burns (B). R40 Limited evidence of a carcinogenic effect (A). R68 Possible risk of
irreversible effects (A, B). S36/37/39 Wear suitable protective clothing, gloves and eye/face protection (A,
B). S61 Avoid release to the environment. Refer to special instructions/safety data sheets (A). S26 In case of
contact with eyes, rinse immediately with plenty of water and seek medical advice (A, B). S39 Wear eye/face
protection (A). S45 In case of accident or if you feel unwell, seek medical advice immediately (show the label
where possible) (B). S60 This material and its container must be disposed of as hazardous waste (A, B).
S57 Use appropriate container to avoid environmental contamination (A).
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Adhesive Systems
SET-XP TECHNICAL DATA
Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 (≤M24) and A4-50 (>M24) stainless steel / SET-XP TM
Installation parameters
M12 M16 M20 M24 M27
Drill hole diameter, d 0
mm 14 18 24 28 30
Drill hole depth, h 0
mm 70 240 80 320 90 400 100 480 110 540
Clearance hole in the fixture, d f
mm 14 18 22 26 30
Width across flats, sw mm 19 24 30 36 41
Installation torque, T inst
Nm 40 60 80 100 120
Spacings, edge distances and member thicknesses
M12 M16 M20 M24 M27
Effective embedment depth, h ef
mm 70 240 80 320 90 400 100 480 110 540
Characteristic spacing 4) , s cr,N
mm 210 720 240 960 270 1200 300 1440 330 1620
Minimum spacing, s min
mm 45 60 70 80 90
Characteristic edge distance 4) , c cr,N
mm 105 360 120 480 135 600 150 720 165 810
Minimum edge distance, c min
mm 80 100 115 135 155
Minimum member thickness, h min
mm 100 270 116 356 138 448 156 536 170 600
Recommended values for resistance to tension and shear loads
M12 M16 M20 M24 M27
h ef 70 240 80 320 90 400 100 480 110 540
Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4
Permissible tension loads 1) , for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, N perm
kN 5.4 5.4 18.4 18.4 6.1 6.1 24.6 24.6 5.7 5.7 25.6 25.6 7.6 7.6 36.9 36.9 9.5 9.5 46.7 46.7
Permissible tension loads 1) , for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, N perm
kN 10.0 10.0 20.0 22.5 12.3 12.3 37.6 42.0 14.6 14.6 58.5 65.6 17.1 17.1 84.2 94.3 19.8 19.8 109.0 57.4
Permissible shear loads 1)2) for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, V perm
kN 12.0 13.7 12.0 13.7 17.2 17.2 22.2 25.1 16.1 16.1 34.8 39.3 21.6 21.6 50.2 56.7 26.6 26.6 65.7 34.5
Permissible shear loads 1)2) for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, V perm
kN 12.0 13.7 12.0 13.7 22.2 25.1 22.2 25.1 34.8 39.3 34.8 39.3 48.0 48.0 50.2 56.7 55.4 34.5 65.7 34.5
NOTES :
1)
The permissible loads have been calculated
using the partial safety factors for
resistances stated in the ETA-approvals
and a partial safety factor for actions of
F = 1.4. The permissible loads are valid
for unreinforced concrete and reinforced
concrete with a rebar spacing s ≥ 15
cm and reinforced concrete with a rebar
spacing s ≥ 10 cm if the rebar is 10 mm
or smaller.
2)
The permissible shear loads are based
on a single anchor without influencing
concrete edges. For shear loads applied
close to an edge (c ≤ 10 h ef
and 60d)
concrete edge failure must be checked
per ETAG 001, Annex C, design method
A.
3)
Concrete is considered non-cracked
when the tensile stress within the
concrete is L + R ≤ 0. In the absence
of detailed verification R = 3 N/mm² can
be assumed (L equals the tensile stress
within the concrete as a result of external
loads, forces on anchors included).
4)
If spacings or edge distances become
smaller than the characteristic values
(i.e. s ≤ s cr,N
and/or c ≤ c cr,N
) a calculation
per TR 029, design method A must be
performed. For details, see approval
ETA-11/xxxx.
5)
Temperature range I: -40°C to +43°C
(max long term temperature: +24°C; max
short term temperature: 43°C).
6)
For installation in wet concrete the
curing times shall be doubled (installation
in water-filled drill holes is not
allowed).
Permissible bending moments 1) , M perm
Nm 37.7 42.1 37.7 42.1 94.8 106.6 94.8 106.6 185.7 207.9 185.7 207.9 320.5 359.9 320.5 359.9 475.4 249.7 475.4 249.7
C-ANCHORS-2013 © SIMPSON STRONG-TIE ®
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