DSD/DSDQ Shear Load Connectors - Geo-Hidrol

CI/SfB
Jh3
March 2006
DSD/DSDQ Shear
Load Connectors
for the Construction Industry

Ancon designs and manufactures high integrity steel products for
the construction industry. Through continuous programmes of
new product development, inward investment and employee
advancement, the company is committed to maintaining the
highest level of customer service within a dynamic and
challenging industry.
Masonry Support Systems
Windposts and Lintels
Wall Ties and Restraint Fixings
Channel and Bolt Fixings
Tension Systems
Special Fabrications
Flooring & Formed Sections
Shear Load Connectors
Reinforcing Bar Couplers
Reinforcement Continuity Systems
Punching Shear Reinforcement
Insulated Balcony Connectors
Refractory Fixings
Reinforced concrete is an important
construction material. It offers strength,
durability and can be formed into a variety of
shapes. Concrete structures are designed with
expansion and contraction joints at appropriate
places to allow movement to take place. The
design of the joint is important for the overall
design to function correctly.
Ancon shear load connectors offer significant
advantages over conventional single dowels.
Ancon Solution to Joints 4
Ancon DSD/Q Shear Connectors 5
Performance Details 6-7
Dimensions and Spacings 8
Reinforcement Details 9-10
Material Properties 10
Applications 11
Other Ancon Products 11
BS EN ISO 9001 : 2000
FM12226
3

4
Shear Load Connectors
ANCON SOLUTION TO JOINTS
In most cases conventional dowelled or
corbelled joints can be replaced by joints
incorporating Ancon shear connectors. These
are more effective at transferring load and
allowing movement to take place, easier to fix
on site and a far more cost effective solution.
They can be used for movement joints in floor
slabs, suspended slabs, and for replacing
double columns and beams at structural
movement joints. Applications in civil
engineering include joints in bridge parapets,
bridge abutments and diaphragm wall
construction.
Comparison of Performance with
Conventional Single Dowels
Grade C30
Concrete & Six 32mm
Joint Width One Ancon Dia Dowel
of 20mm DSD130 Bars
Dowel
Diameter mm
2 @ 35 32
Area of
2 Dowel mm
1924 4825
Serviceability
Load kN
145 138
1 Ancon DSD 130 Serviceability
Load 145kN
6 Dowel Bars 32mm Diameter
Serviceability Load 138kN
Conventional Joints
Slip Joint
Slab Corbel
Structural Movement Joint
Ancon Solutions
Ancon DSD
Double Columns Ancon DSD
Floor to Wall Connection
Corbel Support Ancon DSD

Tel: +44 (0) 114 275 5224 Web: www.ancon.co.uk
ANCON SHEAR LOAD CONNECTORS
The DSD range of connectors offers significant
advantages over conventional single dowels.
Each connector is a two-part assembly
comprising a sleeve and a dowel component.
Installation is a fast and accurate process,
drilling of either formwork or concrete is not
required. The sleeve is simply nailed to the
formwork ensuring subsequent alignment with
the dowel, essential for effective movement.
They are manufactured from stainless steel to
ensure a high degree of corrosion resistance
with no requirement for additional protection.
Free software is available from Ancon that
simplifies the design of movement joints in
reinforced concrete. For a given application,
Ancon’s design program will calculate the size
and quantity of shear load connectors
required, the edge distance and spacings at
which they should be installed, and details of
the local reinforcement.
Ancon DSD Shear Connectors
The Ancon DSD is the original two-part,
double dowel, shear load connector. The
dowel component can move longitudinally
within the sleeve to accommodate movement.
The connector is available in ten standard
sizes and can transfer loads from around 20kN
to over 450kN. The larger connectors can be
used in joints up to 60mm wide. Larger joints
can be accommodated using special dowels.
Please contact Ancon’s Technical Department
for further information.
Ancon DSDQ Shear Connectors
The Ancon DSDQ shear load connector
uses the same dowel component as the
Ancon DSD, but the cylindrical sleeve is
contained within a rectangular box section to
allow lateral movement in addition to the
longitudinal movement. Nine standard sizes
can be used to transfer loads from around
30kN to over 450kN.
Dowel bar
Web plate
Ancon DSDQ Shear Connectors allowing
rotation
Plan
Lateral movement
or rotation
Guide tube
Longitudinal
movement
Longitudinal
movement
End plate with
nail holes
Cross dowels
End cap
DSD
Sleeve within
rectangular
box section
DSDQ
Ancon DSDQ Shear Connectors allowing
movement in two directions
Ancon DSDQ
Shear Connectors
Slab movement will be
in opposite directions in
this area
5

6
Shear Load Connectors
Ultimate Failure Loads (kN) for Various Design Joint Widths (mm) and Slab Thickness (mm)*
Slab DSD/DSDQ Ref 0 10 20 30 40 50 60
160 61.2 52.0 46.0 39.9 31.0 - -
180 66.5 56.5 50.0 39.9 31.0 - -
200
220
25**
72.2
78.5
61.4
66.7
54.3
55.0
39.9
39.9
31.0
31.0
-
-
-
-
240 81.6 69.3 55.0 39.9 31.0 - -
260 81.6 69.3 55.0 39.9 31.0 - -
180 94.0 87.0 78.8 58.3 45.6 - -
200 101.2 93.6 78.8 58.3 45.6 - -
220
240
30
108.9
117.3
100.8
108.6
78.8
78.8
58.3
58.3
45.6
45.6
-
-
-
-
260 125.3 111.2 78.8 58.3 45.6 - -
280 125.3 111.2 78.8 58.3 45.6 - -
180 112.3 104.2 97.3 81.0 64.0 52.5 -
200 120.8 112.2 104.7 81.0 64.0 52.5 -
220
240
50
130.1
140.1
120.8
130.1
107.5
107.5
81.0
81.0
64.0
64.0
52.5
52.5
-
-
260 149.6 139.0 107.5 81.0 64.0 52.5 -
280 149.6 139.0 107.5 81.0 64.0 52.5 -
200 147.5 138.4 130.3 108.4 86.4 71.2 -
220 157.6 147.9 139.2 108.4 86.4 71.2 -
240
260
65
168.5
180.1
158.0
168.9
141.2
141.2
108.4
108.4
86.4
86.4
71.2
71.2
-
-
280 192.4 180.5 141.2 108.4 86.4 71.2 -
300 196.6 184.4 141.2 108.4 86.4 71.2 -
240 179.7 169.6 160.5 140.5 113.0 93.7 -
260 190.0 179.2 169.6 140.5 113.0 93.7 -
280
300
75
200.8
212.3
189.4
200.2
179.3
179.7
140.5
140.5
113.0
113.0
93.7
93.7
-
-
320 224.4 211.6 179.7 140.5 113.0 93.7 -
340 237.1 223.7 179.7 140.5 113.0 93.7 -
320 303.8 289.9 277.2 235.7 199.4 170.7 148.2
340 316.6 302.1 278.4 235.7 199.4 170.7 148.2
360
380
100
330.1
336.7
314.9
318.8
278.4
278.4
235.7
235.7
199.4
199.4
170.7
170.7
148.2
148.2
400 336.7 318.8 278.4 235.7 199.4 170.7 148.2
420 336.7 318.8 278.4 235.7 199.4 170.7 148.2
360 380.9 364.4 349.2 335.3 298.3 259.3 227.5
380 395.2 378.0 362.3 345.0 298.3 259.3 227.5
400
420
130
410.0
425.5
392.2
407.0
375.9
390.1
345.0
345.0
298.3
298.3
259.3
259.3
227.5
227.5
440 441.5 422.4 395.9 345.0 298.3 259.3 227.5
460 458.2 438.3 395.9 345.0 298.3 259.3 227.5
450 505.7 488.0 469.8 452.8 430.3 381.3 339.4
500 544.2 525.2 505.6 484.8 430.3 381.3 339.4
550
600
150
586.0
599.7
565.5
583.0
539.6
539.6
484.8
484.8
430.3
430.3
381.3
381.3
339.4
339.4
650 599.7 583.0 539.6 484.8 430.3 381.3 339.4
700 599.7 583.0 539.6 484.8 430.3 381.3 339.4
600 643.7 631.7 599.2 554.8 506.4 459.5 416.7
650 643.7 631.7 599.2 554.8 506.4 459.5 416.7
700
750
400
643.7
643.7
631.7
631.7
599.2
599.2
554.8
554.8
506.4
506.4
459.5
459.5
416.7
416.7
800 643.7 631.7 599.2 554.8 506.4 459.5 416.7
850 643.7 631.7 599.2 554.8 506.4 459.5 416.7
650 1005.8 993.6 959.6 910.0 851.8 791.2 732.2
700 1005.8 993.6 959.6 910.0 851.8 791.2 732.2
750 1005.8 993.6 959.6 910.0 851.8 791.2 732.2
800
850
450
1005.8
1005.8
993.6
993.6
959.6
959.6
910.0
910.0
851.8
851.8
791.2
791.2
732.2
732.2
900 1005.8 993.6 959.6 910.0 851.8 791.2 732.2
950 1005.8 993.6 959.6 910.0 851.8 791.2 732.2
* In C25/30 concrete as defined in EN206-1 : 2000
** DSD only
1
2
3
4
5
6
Installation
Direction
of load

Tel: +44 (0) 114 275 5224 Web: www.ancon.co.uk
Serviceability Loads (kN) for Various Design Joint Widths (mm) and Slab Thickness (mm)*
Slab DSD/DSDQ Ref 0 10 20 30 40 50 60
160 25.5 21.7 19.2 17.5 16.8 - -
180 27.7 23.5 20.8 19.0 16.8 - -
200
220
25**
30.1
32.7
25.6
27.8
22.6
24.6
20.7
21.7
16.8
16.8
-
-
-
-
240 34.0 28.9 25.5 21.7 16.8 - -
260 34.0 28.9 25.5 21.7 16.8 - -
180 39.2 36.3 33.7 31.6 24.8 - -
200 42.2 39.0 36.3 31.7 24.8 - -
220
240
30
45.4
48.9
42.0
45.2
39.1
42.1
31.7
31.7
24.8
24.8
-
-
-
-
260 52.2 48.3 42.8 31.7 24.8 - -
280 52.2 48.3 42.8 31.7 24.8 - -
180 46.8 43.4 40.5 38.0 34.8 28.5 -
200 50.3 46.7 43.6 40.9 34.8 28.5 -
220
240
50
54.2
58.4
50.3
54.2
47.0
50.6
44.0
44.0
34.8
34.8
28.5
28.5
-
-
260 62.4 57.9 54.0 44.0 34.8 28.5 -
280 62.4 57.9 54.0 44.0 34.8 28.5 -
200 61.4 57.6 54.3 51.3 46.9 38.7 -
220 65.7 61.6 58.0 54.8 46.9 38.7 -
240
260
65
70.2
75.0
65.9
70.4
62.0
66.3
58.6
58.9
46.9
46.9
38.7
38.7
-
-
280 80.2 75.2 70.8 58.9 46.9 38.7 -
300 81.9 76.8 72.4 58.9 46.9 38.7 -
240 74.9 70.6 66.9 63.5 60.4 50.9 -
260 79.1 74.7 70.7 67.1 61.4 50.9 -
280
300
75
83.7
88.4
78.9
83.4
74.7
79.0
70.9
74.9
61.4
61.4
50.9
50.9
-
-
320 93.5 88.2 83.5 76.3 61.4 50.9 -
340 98.8 93.2 88.2 76.3 61.4 50.9 -
320 126.6 120.8 115.5 110.6 106.2 92.8 80.5
340 131.9 125.9 120.4 115.3 108.4 92.8 80.5
360
380
100
137.5
143.4
131.2
136.8
125.5
130.8
120.2
125.3
108.4
108.4
92.8
92.8
80.5
80.5
400 149.5 142.6 136.4 128.1 108.4 92.8 80.5
420 155.8 148.7 142.2 128.1 108.4 92.8 80.5
360 158.7 151.8 145.5 139.7 134.3 129.4 123.6
380 164.7 157.5 151.0 144.9 139.4 134.2 123.6
400
420
130
170.8
177.3
163.4
169.6
156.6
162.5
150.4
156.0
144.6
150.1
139.3
140.9
123.6
123.6
440 184.0 176.0 168.7 161.9 155.7 140.9 123.6
460 190.9 182.6 175.0 168.0 161.6 140.9 123.6
450 210.7 203.3 195.7 188.7 182.1 176.0 170.3
500 226.8 218.8 210.7 203.1 196.0 189.4 183.2
550
600
150
244.2
262.9
235.6
253.7
226.8
244.3
218.6
235.4
211.0
227.3
203.9
207.2
184.5
184.5
650 280.9 271.0 260.9 251.5 233.8 207.2 184.5
700 280.9 271.0 260.9 251.5 233.8 207.2 184.5
600 319.0 308.8 299.2 290.1 275.2 249.7 226.5
650 337.0 326.2 316.1 301.5 275.2 249.7 226.5
700
750
400
349.8
349.8
343.3
343.3
325.7
325.7
301.5
301.5
275.2
275.2
249.7
249.7
226.5
226.5
800 349.8 343.3 325.7 301.5 275.2 249.7 226.5
850 349.8 343.3 325.7 301.5 275.2 249.7 226.5
650 453.4 440.2 427.9 416.2 405.1 394.6 384.6
700 477.0 463.2 450.2 437.9 426.2 415.2 397.9
750 502.0 487.5 473.8 460.9 448.6 430.0 397.9
800
850
450
528.4
546.6
513.1
540.0
498.7
521.5
485.1
494.5
462.9
462.9
430.0
430.0
397.9
397.9
900 546.6 540.0 521.5 494.5 462.9 430.0 397.9
950 546.6 540.0 521.5 494.5 462.9 430.0 397.9
* In C25/30 concrete as defined in EN206-1 : 2000
** DSD only
7

8
Shear Load Connectors
DIMENSIONS
Dowel Component DSD Sleeve DSDQ Sleeve
Dowel bar
diameter
Dowel length
Anchor bar
lengths
Anchor bar
position
Projection
Ref
Dowel Component DSD Sleeve DSDQ Sleeve
DSD Overall Dowel Dowel Dowel Anchor Bar Anchor Bar Overall Anchor Bar Anchor Bar Overall Anchor Bar Anchor Bar Lateral
DSDQ Length Dia Centres Projection Position Lengths Length Position Lengths Length Position Length Mov’nt
25* 250 14 40 120 31 80/140 120 28 80/140 - - - -
30 260 16 48 120 31 80/140 120 28 80/140 140 33 100 26
50 280 18 50 130 31 80/160 135 28 80/160 160 33 100 25
65 300 20 65 150 31 80/160 155 29 80/160 175 33 150 21
75 340 22 75 150 33 100/180 155 31 100/180 175 33 150 20
100 400 30 100 210 34 100/200 210 36 100/200 235 54 200 41
130 470 35 105 260 34 100/200 265 36 100/200 275 59 200 36
150 550 42 120 270 54 100/240 275 41 100/240 305 54 210 21
400 660 52 160 330 70 150/300 335 70 150/300 350 64 350 27
450 690 65 180 360 80 180/350 370 80 180/350 400 89 350 54
SPACINGS, SLAB & BEAM THICKNESSES
Ancon DSD and DSDQ connectors should be
positioned in slabs and beams within the
minimum dimensions shown in the table below
to ensure full load transfer. For information on
reduced spacings or edge distances please
contact Ancon.
For slabs or beams with a thickness greater
than the standard, the values for standard
thickness apply. For slabs and beams with a
thickness between the minimum and standard,
use the formula shown.
Ancon DSD and DSDQ Spacings and Minimum Concrete Thicknesses
Ref
Minimum Thickness Standard Thickness
DSD Minimum Slab/ Minimum Minimum End Standard Slab/ Minimum Minimum End
DSDQ Beam Thickness Centres Distance Beam Thickness Centres Distance
25* 160 240 120 240 160 80
30 180 270 135 270 180 90
50 180 270 135 270 180 90
65 200 300 150 300 200 100
75 240 360 180 360 240 120
100 320 480 240 480 320 160
130 360 540 270 540 360 180
150 450 675 337 675 450 225
400 600 900 450 900 600 300
450 650 975 487 975 650 325
Minimum Centres =
(2.5 x Min. Slab/Beam Thickness) – Actual Thickness
End Distance = 0.5 x Minimum Centres
Centres
Notes:* DSD only. All dimensions are in millimetres (mm).
Notes:* DSD only. All dimensions are in millimetres (mm).
End
distance Centres
Anchor bar
position
Sleeve length
Anchor bar
lengths
Example: Ancon DSD100 used in 350mm thick slab
Minimum Centres = (2.5 x 320) - 350 = 450mm
End Distance = 0.5 x 450 = 225mm
=
=
Slab
thickness
Anchor bar
position
Sleeve length
Anchor bar
length
Maximum
lateral
movement
Beam thickness
= =
End
distance
Centres

Tel: +44 (0) 114 275 5224 Web: www.ancon.co.uk
REINFORCEMENT
Local Reinforcement
Local reinforcement is required around each
DSD dowel and sleeve component to bridge
any fine cracks that develop in the concrete as
the dowels transfer load. Correct detailing in
accordance with BS 8110 and the
recommendations provided here, will ensure
the Ancon DSD and DSDQ shear connectors
attain their full capacity.
Slab Reinforcement
Joint
width
Serviceability load
Cover
Bar diameter
Vertical Reinforcement
Cross Sectional Area (CSA) is calculated as
CSA =
2.4 x Serviceability Load x (Joint Width + Slab Thickness) x 103 follows:-
0.87 x fy x (Slab Thickness - (2 x Cover) - Bar Diameter)
Example DSD100 used in 400mm thick slab
Actual serviceability load = 100kN Joint width = 20mm
Bar diameter = 16mm fy = 500N/mm 2 Cover = 40mm
CSA = = 762mm2 2.4 x 100 x (20 + 400) x 103
0.87 x 500 x (400 - 80 - 16)
Use 4 - H16 U-Bars (actual area - 804mm 2 )
Top and Bottom Reinforcement
CSA =
Area of Vertical Reinforcement
π
From the example above
CSA =
762
π
= 243mm 2
Use 6 - H8 (actual area - 301mm 2 )
=
=
Slab
Thickness
100 100 100
Typical Layout
100
(130 for
DSD 400
and above)
Typical Layout
Other U-bars
top and bottom
reinforcement
not shown.
Reinforcement Arrangement 1
Ancon DSD25 - DSD150
100
100
Reinforcement Arrangement 2
Ancon DSD130 - DSD450
9

10
Shear Load Connectors
Beam Reinforcement
The main consideration for beams is usually
the design reinforcement to carry the shear
load. This is provided in accordance with well
established procedures set out in international
codes, and will require shear links local to the
Ancon DSD units.
In addition to this reinforcement, particularly in
thin beams, reinforcement must be added to
prevent vertical splitting of the concrete. The
reinforcement should be located as shown in
the diagrams below.
Cross Sectional
Area of Local =
Reinforcement
Cross Sectional
Area of Local =
Reinforcement
2.4 x Serviceability Load x 10 3
π x 0.87 x fy
Example: Ancon DSD100 in 350mm wide beam
Actual serviceability load = 100kN
fy of reinforcement = 500N/mm 2
2.4 x 100 x 10 3
π x 0.87 x 500
Use 2 - H12 U-Bars (actual area - 226mm 2 )
A
A
Width
= =
Section A-A
= 176mm 2
For further details of beam reinforcement, or
for specific applications, please contact Ancon
Building Products.
75mm max
Typical shape
38 bar
Typical shape
60 bar
Normal
reinforcement
Direction
of load
Typical
shape
38 bar
Typical
shape
60 bar
Normal
reinforcement
Wall Reinforcement
Reinforcement in walls is designed in the
conventional way as though the slab was
integral with the wall. The additional local
reinforcement is in the form of a square mesh
or loose bar equivalent to the details as shown
below.
Minimum Width
and Depth
Ref Bar Maximum Minimum
DSD Diameter Centres Width/Depth
DSDQ (mm) (mm) (mm)
25* 8 100 300
30 8 100 300
50 8 100 300
65 10 100 400
75 12 150 450
100 12 150 450
130 12 150 600
150 12 175 700
* DSD only
Reinforcement for DSD 75s in a Wall
H12 at 150mm
max.centres
450mm min.
Wall Reinforcement
Local Reinforcement
to Connector
DSD75
Sleeve
component
450
mm
min.
Cover
Minimum cover to local reinforcement is to the
recommendations of BS 8110 Part 1 : 1997.
Maximum cover is as shown below:-
Ref
DSD Max Cover
DSDQ to Face (mm)
25* 30
30 30
50 30
65 40
75 50
100 50
130 50
150 50
400 60
450 60
* DSD only
Cover
Where a sleeve component
is cast into a wall the
thickness of the wall should
be at least 50mm more than
the length of the sleeve.
50mm min.
MATERIAL PROPERTIES
Material Specification of Ancon DSD
Shear Connectors
Component Specification
Dowel bar 1.4462
Plate 1.4301
Cross dowels 1.4301
Material Strengths of Ancon DSD/Q
Dowel Bars
Ref 0.2% Tensile Elongation
DSD Proof Stress Strength at Rupture
DSDQ N/mm2 (Rp) N/mm2 (Rm) % (A10) 25* 780 850 15
30 780 850 15
50 780 850 15
65 780 850 15
75 780 850 15
100 550 700 20
130 550 700 20
150 500 650 20
400 350 650 25
450 350 650 25
* DSD only

Tel: +44 (0) 114 275 5224 Web: www.ancon.co.uk
APPLICATIONS
Channel Tunnel Terminal, UK
Forum Shopping Centre, Algarve
Melbourne Cricket Ground, Australia
Scottish Widows, Edinburgh, UK
Olympic Stadium, Sydney, Australia
OTHER ANCON PRODUCTS
Reinforcement Continuity Systems
Reinforcement Continuity Systems are an
increasingly popular means of maintaining
continuity of reinforcement at construction
joints in concrete. The system eliminates the
need to drill shuttering and can simplify
formwork design, thereby accelerating the
construction process. The Ancon Eazistrip is
available in both standard units and special
configurations.
Reinforcing Bar Couplers
The use of reinforcing bar couplers can
provide significant advantages over lapped
joints. Design and construction of the concrete
can be simplified and the amount of
reinforcement required can be reduced.
Because the strength of a mechanical splice is
independent of the concrete in which it is
located, the joint can also remain unaffected
by any loss of cover. The range includes
threaded and mechanically bolted couplers.
Punching Shear Reinforcement
Used within a slab to provide additional
reinforcement around columns, Ancon Shearfix
is the ideal solution to the design and
construction problems associated with
punching shear. The system consists of
double-headed studs welded to flat rails,
positioned in a symmetrical pattern around the
column head. The shear load from the slab is
transferred through the studs into the column.
Insulated Balcony Connectors
Ancon Isolan connectors join external concrete
balconies to internal floor slabs. Used to
minimise cold bridging, they provide continuity
to the thermal insulation. Standard systems,
comprising rigid CFC-free polystyrene insulation
and duplex stainless steel shear reinforcement,
suit most depths of free cantilever and propped
cantilever balconies. Conventional reinforcing
bars are used to provide the tension and
compression reinforcement.
Channels and Bolts for Fixings to Concrete
Cast-in channels are used for fixing masonry
support systems to the edges of concrete
floors and beams. Channels are available in
different sizes ranging from simple self
anchoring channels for restraints, to large
capacity channels with integral anchors.
A selection of channels can also be supplied
plain-backed for surface fixing. Expansion
bolts, resin anchors and set screws in stainless
steel complete the range of fixings.
11

Ancon Building Products
President Way, President Park
Sheffield S4 7UR
United Kingdom
Tel: +44 (0) 114 275 5224
Fax: +44 (0) 114 276 8543
Email: info@ancon.co.uk
Visit: www.ancon.co.uk
Ancon (Middle East) FZE
PO Box 17225
Jebel Ali
Dubai
United Arab Emirates
Tel: +971 (0) 4 883 4346
Fax: +971 (0) 4 883 4347
Email: anconccl@emirates.net.ae
Ancon Building Products
114 Kurrajong Avenue
Mount Druitt
Sydney
NSW 2770
Australia
Tel: +61 (0) 2 9675 1000
Fax: +61 (0) 2 9675 3390
Email: pac.ancon@anconbp.com.au
Visit: www.anconbp.com.au
These products are available from:
© Ancon Building Products 2006
Ancon (Schweiz) AG
Gewerbezone Widalmi 10
3216 Ried bei Kerzers
Switzerland
Tel: +41 (0) 31 750 3030
Fax: +41 (0) 31 750 3033
Email: info@ancon.ch
Visit: www.ancon.ch
Ancon Building Products GesmbH
Gerspergasse 9/3 Top 1
A-1210 Vienna
Austria
Tel: +43 (0) 1 259 58 62-0
Fax: +43 (0) 1 259 58 62-40
Email: info@ancon.at
Visit: www.ancon.at
Ancon GmbH
Bartholomäusstrasse 26
90489 Nuremberg
Germany
Tel: +49 (0) 911 955 1234 0
Fax: +49 (0) 911 955 1234 9
Email: info@anconbp.de
Visit: www.anconbp.de
The construction applications and details provided in this literature
are indicative only. In every case, project working details should be
entrusted to appropriately qualified and experienced persons.
Whilst every care has been exercised in the preparation of this
document to ensure that any advice, recommendations or
information is accurate, no liability or responsibility of any kind is
accepted in respect of Ancon Building Products.
With a policy of continuous product development Ancon Building
Products reserves the right to modify product design and
specification without due notice.
BS EN ISO 9001 : 2000
FM12226