RPK-E2 Column Shoes

RPK-E2 column shoes are used to create moment resisting connections for precast columns, similar to RPK-N2 but are used when higher tension capacity is required.
It is possible to adjust the vertical position and level of the column using the column shoes. The gap that remains between the base of the column and the top of the adjoined structure is grouted up as soon as possible after the connection is set. The base connection, once grouted, is designed to be stronger than the cross-section of the column.
RPK-N2 Column Shoes are designed to correspond with the resistance of RPP Bolts, and, correspondingly, RPK-E2 Column Shoes correspond with the resistance of RPP-E base Bolts.

Approvals

  • Finland: 5B EC2 45 / 5B EC2 20 M2
  • Russia: РОСС ЕЕ. АГ99.Н03197
    РОСС ЕЕ. АГ99.Н08775 (For RPK-N-M39)
  • Sweden / Norway: EN 1090

Dimensions and resistances of the RPK-E2 Shoes

Resistances  
Column Shoes B
+3,-0
C
+2,-0
E
±1
H
+0/-10
t D
+2,-0
X Weight RPP-E
Base
Bolt
NRd
[kN]
color
M30 200 105 50 1340 40 45 30 16.5 M30 299.2
M36 190 118 60 1585 45 55 37 27.6 M36 435.7
M39 255 125 60 1915 50 55 37 34.1 M39 520.5
M45 290 148 60 2090 60 65 37 64.4 M45 696.5
M52 395 148 60 2815 70 70 37 86.2 M52 937.6
Minimum concrete grade of the column is C30/37
Dimensions and resistances of the RPK-E2 Shoes

Materials and Standards of the RPK-E2 Column Shoes

Ordering Code Plates Standard Rebars Standard
RPK-E2 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)

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