Anchor systems for climbing scaffolds

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Transfer of forces into the concrete – using the CB 240 as an example: - the bearing force of the maximum QO is diverted via the pressure on the periphery of the climbing cone's cup VT through the bedding on the cone VK and into the concrete. - the maximum tensile force ZO is diverted via the pressure on the threaded anchor plate ZA. Shear stress develops along designated punching taper. Decisive for the bearing capacity of the anchors are the anchoring depth h, the actual concrete strength and the edge distance of the anchors. Additional user information based on building authority official approval provides details on the load-bearing capacity of the anchoring.

Anchor systems for climbing scaffolds

Transfer of forces into the concrete – using the CB 240 as an example:
- the bearing force of the maximum QO is diverted via the pressure on the periphery of the climbing cone's cup VT through the bedding on the cone VK and into the concrete.
- the maximum tensile force ZO is diverted via the pressure on the threaded anchor plate ZA. Shear stress develops along designated punching taper.

Decisive for the bearing capacity of the anchors are the anchoring depth h, the actual concrete strength and the edge distance of the anchors. Additional user information based on building authority official approval provides details on the load-bearing capacity of the anchoring.