
50
HYDRAULIC WINDSHIELD SYSTEM HWS
4.
SOLUTIONS
4.1.
CANTILEVERED ANCHORS
Because of some factors like the building’s geometry, jobsite’s applications and working procedures, sometimes a
greater gap or cantilever between “slab-end” and “
Mast”
is required.
For this solution the “Node Slab Bracket LT HWS” and “Ring Slab Bracket LT HWS” (that are the main elements of the
“Slab bracket LT HWS”) are assembled to a “Waler MK-120” or “Profiles MK-180. With “Waler MK-120” the front support
is made with the “Cantilever Support LT HWS”
This is an example of cantilevered anchor with “Waler MK-120:
The solution configuration changes depending on the loads and cantilever requirements.
These are 2 examples of configurations:
Ring Slab Bracket LT HWS (1991179)
Bolt M24x140 DIN-931-8.8 (0242414)
2xBolt M16x90 DIN-931-8.8 (0241690)
2xNut M16 DIN-985-8.8 (0241608)
Node Slab Bracket LT HWS (1991172)
8xBoltM16x90 DIN-931-8.8 (0241690)
8xNut M16 DIN-985-8.8 (0241608)
Anchor with "Waler MK-120"
Head LT HWS
(1991169)
Cantilever Support LT HWS (1991204)
4xBolt M16x90 DIN-931-8.8 (0241690)
4xNut M16 DIN-985-8.8 (0241608)
Cone DW15/M24 (1901080)
Tie Rod DW15
Fix Anchor DW15 (0230005)
Anchor with “Profiles MK-180”
Anchor with “Waler MK-120” + “Push-Pull Prop E”