Steel plate concrete shear wall convenient to limit

Abstract

The invention discloses a steel plate concrete shear wall convenient to limit, and belongs to the shear wall bearing capacity experiment technology field. The steel plate concrete shear wall convenient to limit comprises a bottom seat and a shear wall body, wherein a support rod is fixed on the upper surface of the bottom seat, a limiting rod is fixed on the side face of the support rod, a rotation rod is installed on the surface of the support rod, a fixed block is fixed on the surface of the rotation rod, a steady plate is arranged on the surface of the fixed block, the shear wall body is arranged on the upper surface of the bottom seat, and a clamping block is installed on the upper surface of the shear wall body. The steel plate concrete shear wall convenient to limit can fix the shearwall body well, and cannot cause the toppling or front-back swinging phenomenon when a side pulling experiment is preformed, thereby enabling experiment data of the steel plate concrete shear wall tobe accurate, and enabling experimenters to accurately acquire the data of the steel plate concrete shear wall, thereby improving bearing capacity of the steel plate concrete shear wall, and improvingsafety of a super high-rise building.

Description

technical field [0001] The invention relates to the technical field of shear wall bearing capacity experiments, and more specifically relates to a steel plate concrete shear wall which is convenient for positioning. Background technique [0002] With the development of society, more and more super high buildings have been erected, and there are many factors to ensure the safety and stability of super high buildings, such as steel plate concrete shear walls, etc. Before designing super high buildings, it is necessary to The designed steel plate concrete shear wall is tested, which requires the use of our steel plate concrete shear wall experiment method. However, most of the test methods for the bearing capacity of steel plate concrete shear walls that are convenient to limit the position have the following problems: 1. The data are not accurate enough. Heavy objects are hung on the side to increase the pressure of the whole method. Since the quality of the heavy objects is ...

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Problems solved by technology

However, most of the test methods for the bearing capacity of steel plate concrete shear walls that are convenient to limit the position have the following problems: 1. The data are not accurate enough. Heavy objects are hung on the side to increase the pressure of the whole method. Since the quality of the heavy objects is fixed, accurate experimental data cannot be obtained; second, it is not stable enough. At present, most of the steel plate concrete shear walls are wrapped in the shear wall during the experiment. In one layer of wooden boards, and the fixing device is fixed on the wooden board by screws, when the entire wooden board is subjected to excessive load, it is prone to breakage, which leads to the risk of falling of the shear wall inside the wooden board

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