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Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection
Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection - 1
Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection - 2
Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection - 3
Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection - 4

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Injectable mortar WIT-PE 500 WIT-PE 500 for concrete and post-installed rebar connection

Long processing time, ideal for deep effective anchorage depths

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Long processing time, ideal for deep effective anchorage depths

Two-component reactive resin mortar, pure epoxy, styrene-free



Individual attachment in cracked and non-cracked concrete, seismic performance category C1 (M12 to M30) and C2 (M12, M16):


Anchor rod W-VD-A, anchor rod W-VI-A, standard threaded rod with acceptance test certificate 3.1



Reinforcement attachment with subsequent mortaring (REBAR)



Cartridge can continue to be used until the best before date, by changing the mixer nozzle or resealing it with the end cap

Proof of Performance
  • European Technical Assessment ETA-09/0040: Individual fixing point + cracked and uncracked concrete (anchor rod W-VD-A, anchor rod W-VI-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1 (M12 to M30) and C2 (M12, M16)

  • European Technical Assessment ETA-07/0313: Post-installed rebar connection (REBAR)
Application area
Post-installed rebar connection (REBAR)
Heavy steel structures
High bays

Create the drill hole

Clean the drill hole: 4x blow out with compressed air > 6 bar

Place the setting depth mark on the rod and check the drilling hole depth

Screw mixer to cartridge; use application gun

Before using, apply about 10 cm of product (not into the drill hole)

Mount injection equipment, fill injection mortar from bottom of drill hole

Insert the reinforcement bar until it reaches the mark with a slight turning movement

Visual check of the mortar filling quantity, observe maximum processing time

Attach component after complying with hardening time

Make the drill hole, break out the drill core

2x flush with water (Until clear water comes)/brush 2x/flush 2x with water (Until clear water comes)

2x blow-out/2x brush-out/2x blow-out

Place the setting depth mark on the rod and check the drilling hole depth

Screw mixer to cartridge; use application gun

Before using, press out about 10 cm of product (not into the drill hole)

Mount injection equipment, fill composite mortar from the bottom of the drill hole

Insert the reinforcement bar until it reaches the mark with a slight turning movement

Visual check of the mortar filling quantity, observe maximum processing time

Attach component after observing curing time

  • European Technical Assessment ETA-09/0040: Individual fixing point + cracked and uncracked concrete (anchor rod W-VD-A, anchor rod W-VI-A, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1 (M12 to M30) and C2 (M12, M16)

  • European Technical Assessment ETA-07/0313: Post-installed rebar connection (REBAR)