Construction method for fabricated integral shear wall based on SP boards
A construction method and shear wall technology, applied to walls, protective buildings/shelters, building components, etc., can solve the problem of large amount of formwork and supports for cast-in-place shear wall structures, labor-intensive formwork support, and construction speed Slow and other problems, to save the formwork process, reduce labor consumption, improve the effect of industrialization
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specific Embodiment approach 1
[0012] Specific embodiment one: the construction method of a kind of assembly integral type shear wall based on SP plate in this embodiment is to arrange the longitudinal steel bars bound and fixed with continuous spiral stirrups in the vertical hole 6 of SP plate, and then to the vertical reinforcement of SP plate Concrete is poured in the hole 6, and the adjacent SP plates are connected simultaneously to form an assembled integral shear wall based on the SP plates; the connection of the adjacent SP plates includes the horizontal connection of the SP plates and the vertical connection of the SP plates; the SP The horizontal connection of the board includes one-shaped connection, L-shaped connection and T-shaped connection; the vertical connection of the SP board includes the connection between the SP board and the foundation and the connection between the upper and lower adjacent two-layer SP boards.
specific Embodiment approach 2
[0013] Specific implementation mode two: combination figure 1 Describe this embodiment, the difference between this embodiment and specific embodiment 1 is that the one-shaped connection is carried out according to the following steps: 1. The first SP board 1 and the second SP board 2 are coaxially arranged, and the first SP A cast-in-place reinforced concrete column 3 is arranged between the plate 1 and the second SP plate 2; the thickness of the first SP plate 1, the second SP plate 2 and the cast-in-place reinforced concrete column 3 are the same; the first SP plate 1 and the A long notch 5 is reserved on the side of the second SP plate 2, and the long notch 5 communicates with the adjacent vertical hole 6; 2. Arrangement perpendicular to the cast-in-place reinforced concrete column 3 along the height direction of the building Horizontal connecting steel bars 4 that are not less than the horizontally distributed reinforcement ratios of the first SP slab 1 and the second SP ...
specific Embodiment approach 3
[0014] Embodiment 3: This embodiment differs from Embodiment 1 or Embodiment 2 in that: the L-shaped connection is divided into two situations that require anti-seismic fortification and those that do not require anti-seismic fortification. Others are the same as those in Embodiment 1 or 2.
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