Ring rib buckling prefabricated shear wall pouring supporting structure

Abstract

The invention provides an annular rib buckling prefabricated shear wall pouring supporting structure, and relates to the technical field of prefabricated shear wall assembly. The annular rib buckling prefabricated shear wall pouring supporting structure comprises a lower-layer shear wall, an upper-layer shear wall and at least two jacking assemblies, and first annular ribs are arranged on the lower-layer shear wall. A second ring rib is arranged on the upper-layer shear wall, and the first ring rib is connected with the second ring rib through a transverse rib. The jacking assembly comprises an embedded part and a jacking part. The inner sides of the upper-layer shear wall and the lower-layer shear wall are detachably connected with inner formworks. According to the annular rib buckling prefabricated shear wall pouring supporting structure, the top supporting assembly can bear the weight of the upper-layer shear wall, and the first annular ribs at the bottom of the upper-layer shear wall and the second annular ribs at the top of the lower-layer shear wall can form a frame structure under the connecting action of the transverse ribs, so that the strength of follow-up concrete is guaranteed. The first outer wall plate and the inner formwork of the lower-layer shear wall serve as formworks, concrete is injected through the injection holes, and follow-up forming of the concrete is achieved.

Description

technical field [0001] The invention belongs to the technical field of prefabricated shear wall assembly, and more specifically relates to a prefabricated shear wall pouring support structure buckled with ring bars. Background technique [0002] Prefabricated buildings have the advantages of prefabricated production, fast assembly speed, and less restricted by climatic conditions. Especially the prefabricated concrete shear wall structure is widely used in the prior art. In the subsequent assembly process of prefabricated shear walls, the connection between shear walls is an important part of the structure, which affects the safety, seismic performance and durability of the structure. [0003] In the prior art, when connecting the upper shear wall and the lower shear wall, wooden formwork is generally used to set up the formwork. The formwork process is very complicated. In addition, the upper and lower shear walls are prone to concrete dislocation at the joint, and the con...

AI Technical Summary

Problems solved by technology

[0003] In the prior art, when connecting the upper shear wall and the lower shear wall, wooden formwork is generally used to set up the formwork. The formwork process is very complicated. In addition, the upper and lower shear walls are prone to concrete dislocation at the joint, and the connection is labor-intensive. and other phenomena, seriously affecting the construction quality of the shear wall, and it will take a long time

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