Large-scale assembly integrated shear wall model structure and manufacture method

A technology of model structure and shear wall, which is applied in the direction of machine/structural component testing, measuring devices, building construction, etc., to achieve the effect of simple structure and process

Active Publication Date: 2016-11-02
西安华清科教产业(集团)有限公司
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  • Abstract
  • Description
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  • Application Information

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Problems solved by technology

[0003] In view of the problems existing in the above-mentioned prior art, the object of the present invention is to provide a large-scale assembled integral shear wall model structure and a manufacturing method thereof, which are used for testing the multi-layer and high-rise buildings of the assembled integral shear wall structure. Seismic performance, solve the problem of multi-high-rise assembled integral shear wall integral model structure test research

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  • Large-scale assembly integrated shear wall model structure and manufacture method
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  • Large-scale assembly integrated shear wall model structure and manufacture method

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Embodiment Construction

[0032] Comply with the above technical solutions, such as Figure 1 to Figure 7 As shown, a large-scale assembled integral shear wall model structure includes a prefabricated wall piece 1, a first inner transverse wall 5, a second inner transverse wall 6 and a connecting part, and the prefabricated wall piece 1 is provided with a door opening or Window hole; the connecting part in this scheme simulates three common connecting parts in the prototype structure, and the connecting part includes an L-shaped first connecting part 2, a T-shaped second connecting part 3 and a cross-shaped third connecting part 4, such as figure 1 shown.

[0033] The prefabricated wall piece 1 is provided with multiple sections, and the multi-section prefabricated wall piece 1 is jointly surrounded to form a rectangular structure. For example, this example in this embodiment is a square structure, and each side of the square structure is formed by more than one section of prefabricated wall piece 1 ;...

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Abstract

The invention discloses a large-scale assembly integrated shear wall model structure and a manufacture method, belongs to the field of assembly integrated concrete structure experiment research, solves a problem that it is difficult for an assembly integrated shear wall model structure to simulate the horizontal connection and vertical connection of the structural members of tall buildings, such as assembly integrated shear wall structure dwelling houses and office buildings, and the construction technology of a prefabricated integrated floors so that the experiment research of such structure integrated model, and solves the mix ratio of low-elasticity-modulus fine aggregate concrete. The large-scale assembly integrated shear wall model structure comprises a prefabricated wall sheet, a first inner cross wall, a second inner cross wall, a connection portion, and a prefabricated floor. The plane of the model structure is in a shape formed by four squares and is provided with an eccentric plane arrangement way. The model structure may finely achieve the large-scale model structure test research of assembly integrated shear wall prototype structure, and verifies the anti-seismic performance of such prototype structure.

Description

technical field [0001] The invention relates to the technical field of experimental research on assembled integral concrete structures, in particular to a large-scale assembled integral shear wall model structure and a manufacturing method. The structural plane is a "field" type, which can simulate "L" and "T" respectively , "+" three kinds of prefabricated shear wall cast-in-place connection parts and the torsion effect of the structure under the two-way ground motion. Background technique [0002] The prefabricated integral shear wall structure is an assembled integral concrete structure constructed entirely or partially by prefabricated wall panels. The longitudinal reinforcement of each prefabricated wall panel is connected by sleeve grouting or slurry anchor lap connection, and the horizontal reinforcement adopts the stirrup method. Concrete is poured after connection to form a whole. This structural form is suitable for multi-storey buildings or high-rise buildings. B...

Claims

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Application Information

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IPC IPC(8): G01M7/02E04B1/04
CPCG01M7/02E04B1/04
Inventor 白国良秦朝刚徐亚洲赵腾飞
Owner 西安华清科教产业(集团)有限公司
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