Two-point type triangular hanging frame platform and construction method
A tripod and platform technology, which is applied in the accessories of scaffolding, formwork/template/work frame, scaffolding supported by house structure, etc. device, etc.
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Embodiment 1
[0062] see Figure 1-12 , a two-point triangular hanger platform, which includes multiple groups of platform main tripods 1 arranged in parallel, the top of the platform main tripods 1 is fixed with a platform main beam 3, and the top of the platform main beam 3 is supported and installed There is a flat platform steel springboard 4; a sliding load-bearing rail 5 is installed through a sliding support device in the middle of the platform, and the top of the sliding load-bearing rail 5 is fixedly installed with a buckle-type scaffold beam 6 for installing a scaffold 22; The platform hanger plate 20 is fixed on the outer end surface of the top edge of the platform main tripod 1, and the platform hanger plate 20 is connected with the anchor structure hook embedded in the wall; the top of the platform steel springboard 4 is close to the platform One side of the hanger plate 20 is installed with a formwork support adjustment device for supporting the formwork 23 . The hanger platf...
Embodiment 2
[0069] see Figure 4-12 , the method for carrying out shear wall construction on the two-point triangular hanger platform, comprising the following steps:
[0070] Step 1, fix and install the anchor structure:
[0071] Before the concrete construction of the bottom wall, the layout of the hanger should be drawn, and the layout of the embedded shear load-bearing cone should be drawn accordingly. When the formwork is supported, the embedded anchor plate 16 and the shear load-bearing cone 15 should be installed according to the layout. The installation principles of pre-embedded anchor plate 16 and shear load-bearing cone 15 are as follows:
[0072] 1.1, all shear load-bearing cones 15 should be kept on the same level, and the height difference should be controlled within 5mm;
[0073] 1.2, the central axis of the shear load-bearing cone 15 must be perpendicular to the wall;
[0074] 1.3, the distance between the four sides of the shear load-bearing cone 15 and the concrete ed...
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