Thin-walled steel pipe concrete frame-light steel and light concrete composite shear wall and its construction method
A technology combining shear walls and thin-walled steel pipes, which is applied to walls, building components, buildings, etc., can solve the problems of inability to apply multi-storey buildings, self-heavy weight, and high steel consumption, and achieve rapid construction, light weight, and The effect of slow decay of bearing capacity
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Embodiment 1
[0036] see Figure 1~2 As shown, a thin-walled steel pipe concrete frame-light steel and light concrete composite shear wall includes a supporting frame and a concrete slab that completely wraps the supporting frame, and the supporting frame includes two thin-walled steel pipe frame columns 1 filled with concrete. and a group of inter-column horizontal tension light steel strips 3, the horizontal tension light steel strips 3 are distributed on the outer surface of the thin-walled steel pipe frame column 1 at intervals along the height of the concrete slab, and the concrete slab is made of light concrete 5 cast-in-place become.
[0037] The horizontally drawn light steel belt 3 is thin-walled steel plate or light section steel, the wall thickness of which is not less than 1 mm, and the distance distributed along the height of the concrete slab is not more than 600 mm.
[0038] The cross-section of the thin-walled steel pipe frame column 1 is circular.
[0039] The connection ...
Embodiment 2
[0051] see Figure 3-4 As shown, a thin-walled steel pipe concrete frame-light steel and light concrete composite shear wall includes a supporting frame and a concrete slab that completely wraps the supporting frame, and the supporting frame includes two thin-walled steel pipe frame columns 1 filled with concrete. and a group of inter-column horizontal tension light steel strips 3, the horizontal tension light steel strips 3 are distributed on the outer surface of the thin-walled steel pipe frame column 1 at intervals along the height of the concrete slab, and the concrete slab is formed by cast-in-place light concrete .
[0052] The difference from Embodiment 1 is that the distance between the two adjacent thin-walled steel pipe frame columns 1 is greater than 600mm, so a lattice-type light steel middle column 2 is added to the two adjacent thin-walled steel pipe frame columns 1. The lattice-type light steel center column 2 has the same width as the thin-walled steel pipe fr...
Embodiment 3
[0067] see Figure 5-6 As shown, the difference from Example 2 is that the distance between the two adjacent thin-walled steel pipe frame columns 1 is not only greater than 600mm, but also two lattice-type light steel middle columns are added between the two adjacent thin-walled steel pipe frame columns 1 2. The distance between two lattice-type light steel central columns 2 along the length direction of the wall panel is not greater than 600mm.
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