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artikelnummer 070464
Tätning av konstruktionsfogar i betong ställer höga krav på tätningstekniken.
Tätskikt Tätningsskivorna som är belagda på en eller båda sidorna, tätningsskivrulle 120 VB1 eller VB2, säkerställer att betongkonstruktionsfogarna är säkert och permanent tätade mot pressande och icke pressande vatten. Lägg till i meddelandelistan
Den viktigaste informationen i en överblick
St 37, galvaniserad
.
Specialbeläggning: textilförstärkt polymerplast
20 m
120 mm
ca 0,15 mmm
Omkring 0,9 mm
Allmänt provningsintyg från byggnadsmyndigheten (AbP)
MFPA Leipzig
ja
Användningsklass A för lastklass 1 och 2 i enlighet med WU:s riktlinjer
Nej
Ja
Kartong ( 40 x 40 x 20 cm)
.
1 st rulle
2 st
2 st stötklämmor
30 st fixeringsfästen
.
48 lådor per pall
Remove the bottom half of the parted protective foil from the special coating.
Place the VB joint sheet metal in the centre of the rising wall on top of the upper reinforcement layer.
Push the mounting brackets with a maximum distance of 70 cm over the sheet metal and fix them to the upper reinforcement layer with binding wire.
The embedment depth in the concrete must be at least 3 cm and must not be more than half the height of the sheet metal.
PLEASE NOTE!! The coating of the joint sheet metal VB1 must face the waterlogged side!
The VB joint sheet metal must overlap by at least 6 cm in the area of the joint, in the straight sections and also in the corner area.
To do so, the upper protective foil must be turned back in the area subsequently to be joined.
Overlap the VB joint sheet metal by at least 6 cm and press the two ends firmly together.
The joint must be glued over its full height and entire surface to prevent subsequent water permeation.
There must be no contamination on the adhesive surfaces that could interfere with bonding.
Secure the joint with one of the fixing clips provided and fold the protective foil back onto the special coating.
Prepared joints in the straight sections as well as the corner area.
Once the foundation slab has been concreted, and before the wall formwork is closed or the double wall elements have been set up, the remaining protective foil must be removed.
The concreting of the wall base and corresponding preparations must be carried out in accordance with the established technical standards.
Status: 23.03.2022
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