Building shear wall formwork supporting system

Abstract

The invention relates to a shear wall formwork supporting system, and particularly provides a building shear wall formwork supporting system. The building shear wall formwork supporting system comprises a plurality of splice formworks, connecting pieces extend from the left side and the right side of each splice formwork, the splice formworks which are transversely adjacent are connected through first connecting components, and the splice formworks are fixed to the ground through second connecting components. The splice formworks which are longitudinally adjacent are connected through positioning pieces, and the first connecting components are inserted into connecting grooves in connecting pieces adjacent to every two adjacent splice formworks. Each second connecting component comprises aplurality of connecting rods, each connecting rod is of a telescoping structure with the length capable of being adjusted, and a plurality of insertion pieces of an E-shaped structure are fixedly arranged on the connecting rods and correspond to the splice formworks. The building shear wall formwork supporting system is used for improving the building efficiency of the splice formworks of a shearwall, and gaps are prevented from being generated when the splice formworks are connected.

Description

technical field [0001] The invention relates to a splicing template support system for a building shear wall. Background technique [0002] As the load-bearing wall in the building structure, the shear wall bears the vertical load from the horizontal components and also bears the horizontal load from the wind or earthquake. Before the concrete is poured, the shear wall needs to set up the formwork in advance. The existing The templates used in the technology include rectangular boards of various materials such as wood boards and aluminum boards. The formwork is fixed, and the support work of the formwork is relatively complicated and there is the problem of inconvenient positioning of the adjacent formwork, which may further cause a gap at the formwork joint position. During the pouring process, the formwork will bear the large lateral pressure of the concrete. There is a problem of grout leakage in the gap, which affects the pouring quality of the shear wall. [0003] Com...

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Problems solved by technology

[0002] As the load-bearing wall in the building structure, the shear wall bears the vertical load from the horizontal components and also bears the horizontal load from the wind or earthquake. Before the concrete is poured, the shear wall needs to set up the formwork in advance. The existing The templates used in the technology include rectangular boards of various materials such as wood boards and aluminum boards. The formwork is fixed, and the support work of the formwork is relatively complicated and there is the problem of inconvenient positioning of the adjacent formwork, which may further cause a gap at the formwork joint position. During the pouring process, the formwork will bear the large lateral pressure of the concrete. If there is a gap, there will be a problem of grout leakage, which will affect the pouring quality of the shear wall

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