Chemical injection mortar PURE EPOXY WIT-PE 1000
Chemical injection mortar WIT-PE 1000
ANC-MORT-(WIT-PE1000)-SBSCART-585ML
![](https://media.wuerth.com/source/eshop/stmedia/wuerth/images/std.lang.all/resolutions/category/78px/33616114.jpg)
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Register now and access more than 20,000 products
- Two-component reactive resin mortar, pure epoxy
- Individual fixing point in cracked and uncracked concrete, seismic performance category C1 (M8 to M30) and C2 (M12 to M30): Anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1, female thread anchor W-VI-IG
- Areas subject to the German Federal Water Act (Wasserhaushaltsgesetz - WHG): Würth WIT-PE 1000 injection system (bonded anchor), anchorage in coated concrete surfaces in SFH facilities
- Post-installed rebar connection
- Anchoring of threaded rods in natural stone (without approval/assessment)
- European Technical Assessment ETA-19/0542: Individual fixing point + cracked and uncracked concrete (anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1, female thread anchor W-VI-IG), seismic performance category C1 (M8 to M30) and C2 (M12 to M30)
- European Technical Assessment ETA-19/0543: Post-installed rebar connection (REBAR)
- European Technical Assessment ETA-23/0421: Post-installed rebar connection with improved bond and splitting failure when subjected to static action
- General type approval Z-74.8-219: "WIT-PE 1000 injection system for concrete" fastening system for use in coated concrete surfaces in SFH facilities (anchorage in sealing surfaces subject to the German Federal Water Act)
- General type approval Z-21.8-2156: Post-installed rebar connection subject to fatigue-inducing action
- EPD: Environmental product declaration in accordance with ISO 14025 and EN 15804+A2, EPD-AWU-20230504-CBA4
- Leak test, 7 bar water pressure: MFPA Leipzig GmbH, test report no. PB 5.1/20-424-2
- Fire resistance when exposed to fire in accordance with DIN EN 1363-1: Cracked and uncracked concrete, Ingenieurbüro Thiele Tragwerksplanung GmbH
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/3790313.jpg)
REBAR
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/4747374.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764582.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764590.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764591.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764592.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764600.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764601.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764602.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764603.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764604.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/576764605.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623399.jpg)
Create the drill hole
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/29964950.jpg)
Make the drill hole using Würth hollow drill bit, there is no need for hole cleaning
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623406.jpg)
Clean the drill hole:
Blow out 2x with oil-free compressed air (min. 6 bar)/brush out 2x/blow out 2x with oil-free compressed air (min. 6 bar)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/1013039.jpg)
Cut anchor rod to length and mark the desired insertion depths
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/34372270.jpg)
Use WITVL 16 cut off mixer at position "X"
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623396.jpg)
Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623395.jpg)
Fill injection mortar starting from base of drill hole
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623393.jpg)
Press in anchor rod up to drill hole base while turning slightly
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623405.jpg)
Visual check of mortar volume, embedment depth mark
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/34372275.jpg)
Load can be applied to the reinforcement bar after observing the curing time
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/96569025.jpg)
Install component, apply installation torque
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623399.jpg)
Create the drill hole
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/29964950.jpg)
Make the drill hole using Würth hollow drill bit, there is no need for hole cleaning
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/31260326.jpg)
Clean the drill hole:
Blow out 2x with oil-free compressed air (min. 6 bar)/brush out 2x/blow out 2x with oil-free compressed air (min. 6 bar),
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623402.jpg)
Place the embedment depth mark on the rod and check the drilling hole depth
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623403.jpg)
Use WIT-VL 16 Cut off mixer at position "X"
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/34372270.jpg)
Use WITVL 16 cut off mixer at position "X"
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623396.jpg)
Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/34771907.jpg)
Mount injection equipment, fill composite mortar from bottom of drill hole
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623401.jpg)
Insert the reinforcement bar until it reaches the mark, turning slightly
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/11623400.jpg)
Visual check of the mortar volume, observe maximum processing time
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/34372275.jpg)
Load can be applied to the reinforcement bar after observing the curing time
- European Technical Assessment ETA-19/0542: Individual fixing point + cracked and uncracked concrete (anchor rod W-VI-A, anchor rod W-VD-A, standard threaded rod with acceptance test certificate 3.1, female thread anchor W-VI-IG), seismic performance category C1 (M8 to M30) and C2 (M12 to M30)
- European Technical Assessment ETA-19/0543: Post-installed rebar connection (REBAR)
- European Technical Assessment ETA-23/0421: Post-installed rebar connection with improved bond and splitting failure when subjected to static action
- General type approval Z-74.8-219: "WIT-PE 1000 injection system for concrete" fastening system for use in coated concrete surfaces in SFH facilities (anchorage in sealing surfaces subject to the German Federal Water Act)
- General type approval Z-21.8-2156: Post-installed rebar connection subject to fatigue-inducing action
- EPD: Environmental product declaration in accordance with ISO 14025 and EN 15804+A2, EPD-AWU-20230504-CBA4
- Leak test, 7 bar water pressure: MFPA Leipzig GmbH, test report no. PB 5.1/20-424-2
- Fire resistance when exposed to fire in accordance with DIN EN 1363-1: Cracked and uncracked concrete, Ingenieurbüro Thiele Tragwerksplanung GmbH
Additional nozzle for 585ml and 1,400ml - 0903 488 103
- Suitable for attaching metal structures, metal profiles, wooden structures, brackets etc.
- Suitable for structural expansions, ceiling and wall attachments, expansion of load-bearing structures, reinforcement of load-bearing structures, attachment of balconies and canopies, sealing of temporary openings and "forgotten" reinforcement bars
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Type description | WIT-PE 1000 |
Container | Cartridge |
Contents | 585 ml |
Suitable application gun | Battery-powered application gun 585ml |
Min./max. processing temperature /conditions | 0 to 40 °C / temperature in the anchorage ground during processing and hardening |
Min./max. ambient temperature / Conditions | -40 to 72 °C / after completely curing process |
Temperature resistance, long-term temperatures max. | 24 °C |
Temperature resistance, short-term temperatures max. | 72 °C |
Shelf life from production/conditions | 24 Month / cool and dry storage area, 5°C to 25°C |
Approval | ETA-19/0542 |
Chemical basis | Pure-Epoxy, styrene free |
Colour | Grey |
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!