a drawing of a pole with measurements on a white background .
a 3d model of a pole with a base on a white background .
a 3d model of a pole with measurements on a white background .
a drawing of a pole with measurements on a white background .
a drawing of a pole with measurements on a white background .
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SSK Wall Shoe

SSK


SSK wall shoes offer high-strength, tensile bolted connections for walls and foundations using SKP anchor bolts.

Features

Air Traffic Control

Less temporary supports

Reduced need for temporary supports creating a simple install process.
Arrows Left Right

More tolerance for installation

Faster and easier adjustment of walls in installation in vertical direction and lining.
Globe Hemisphere West

Reusable connection

A bolted connection offers enhanced potential for reusing elements in a circular economy.

Geometry

360
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SKU

H [mm]

Height

B [mm]

Width

L [mm]

Length

h [mm]

Height

T [mm]

Thickness
SSK-M30
1460
130
145
120
45
SSK-M36
1765
150
164
140
55
SSK-M39
1650
150
165
147
60
SSK-M45
2015
175
180
162
70
SSK-M52
2215
230
210
200
80
SSK Wall Shoes are a higher strength version of the NSK Wall Shoe and are to be used with SKP anchor bolts. Tensile forces are transmitted immediately during wall erection and bolting The number of wall shoes and anchor bolt pairs required for a wall connection is dependant on the tension force in the connection. The placement of tension ties in wall elements must allow enough space for reinforcement around the wall shoe as well as additional reinforcement for tie continuity. If the wall shoe is used as a tension connector in stabilising walls which experience moments in both directions, connectors should be used at both ends of the wall. While wall shoes and anchor bolts transfer tension forces, compression is transferred through the horizontal filled joint between wall elements. Allowed deviation for wall shoe total lengths for all sizes in manufacturing: ±10mm. Base plate dimensions and hole size +2, -1mm. Increasing the concrete strength in the wall does not enhance the design capacity of the connection, as the steel capacity of the bolted connection is the determining factor. Minimum concrete strength of wall is C25/30.

Load Data

SKU

Hmin [mm]

Min. wall thickness

Cmin [mm]

Min. edge distance

c1 [mm]

Edge distance

C/C [mm]

Min. centre to centre

NRd,s [kN]

Tensile capacity
SSK-M30
130
52
180
280
299
SSK-M36
150
59
200
320
435
SSK-M39
190
42
170
300
520
SSK-M45
210
46
200
320
695
SSK-M52
250
43
220
350
938

Materials

Component

Material

Description

Reinforcement bars
Rebar
EN10080:2006

Resources

Anchor Bolts Brochure

PDF
6.63mb

SSK Datasheet

PDF
1.07mb

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