RSK-E-wall shoe

RSK-E-wall shoes are fastening components that are used with RPP-E-base bolts to create tension resisting connections across joints between two precast wall elements or between precast wall element and a site cast structure. Compression stresses are transferred directly across the grout filled joint. Shear stresses along the joint are transferred by friction or by additional installed shear studs for this purpose. Tension stresses developed at the joint are transferred within the wall, via reinforcement, to the next wall joint above and below.

APPROVALS

  • Finland: 5B EC2 58
  • Norway: EN 1090
  • Sweden: EN 1090

DOCUMENTS

Dimensions

Product B
(mm)
C
(mm)
Ø
(mm)
H
(mm)
h
(mm)
t
(mm)
ax
(mm)
ay
(mm)
Cc
(mm)
C
(mm)
e
(mm)
Weight
(kg)
RAL RPP-E-
base bolt
color
RSK-E M30 150 145 25 1460 120 45 90 55 52,5 95 10 20,3 E30 M30
RSK-E M36 150 164 32 1765 140 55 96 61 59 110 10 37,1 E36 M36
RSK-E M39 150 165 25 1650 147 60 99 64 22,5 115 10 38,3 E39 M39
RSK-E M45 175 180 32 2015 162 70 105 75 28,5 130 10 69,6 E45 M45
RSK-E M52 230 210 32 2215 185 80 112 82 33 155 10 89,6 E52 M52
Dimensions and resistances of the RSK-E Wall Shoes

Materials and standards

Ordering code Plates Standard Rebars Standard
RSK-E S355J2
S355J2+N
SFS-EN 10025
SFS-EN 10025
B500B EN 10080 (SFS 1300)
(BSt500S DIN 488) (K500C-T SS 212540) (B500NC NS 3576-3)