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Connecting structure of shear wall and post-pouring concrete frame beam

A technology for pouring concrete and connecting structures, which is applied in the field of shear walls, and can solve problems such as inability to ensure the tightening effect of connecting beams, the inability to adjust the support of connecting beams, and the inability to adjust U-shaped stirrups, so as to ensure stability and improve firmness , the effect of ensuring convenience

Inactive Publication Date: 2021-07-13
宏正工程设计集团股份有限公司
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0003] The prior art has the following problems: In the connection structure between the shear wall and the post-cast concrete frame beam disclosed in the Chinese patent application number CN201621272493.5, the U-shaped stirrup cannot be adjusted during use, and the stirrup of the connecting beam cannot be guaranteed. The tightening effect affects the stability of the installation, and the connecting beam cannot be supported and adjusted during use, which reduces the quality of the installation

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  • Connecting structure of shear wall and post-pouring concrete frame beam
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  • Connecting structure of shear wall and post-pouring concrete frame beam

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Embodiment Construction

[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0019] see Figure 1-3 , the present invention provides the following technical solutions: a connection structure between a shear wall and a post-cast concrete frame beam, including a vertical reinforcement 3 for a shear wall and a body 5 for a shear wall, and shear walls are arranged at regular intervals inside the body 5 The vertical steel bar 3 of the force wall, the surface of the vertical steel bar 3 of the shear wall is provided with the horizontal steel...

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Abstract

The invention discloses a connecting structure of a shear wall and a post-pouring concrete frame beam, and belongs to the technical field of shear walls. The connecting structure comprises shear wall vertical steel bars and a shear wall body; the shear wall vertical steel bars are uniformly arranged in the shear wall body at intervals; shear wall horizontal steel bars are evenly arranged on the surfaces of the shear wall vertical steel bars at intervals; connecting beam horizontal steel bars are arranged on one side of the shear wall body; connecting beam vertical steel bars are evenly arranged on the surfaces of the connecting beam horizontal steel bars at intervals; an adjusting hooping assembly is arranged in the middle of the interior of the shear wall body; and the adjusting hooping assembly comprises fixing bolts, limiting sliding grooves, rib penetrating holes, adjusting ribs and limiting nuts, wherein the adjusting ribs are arranged in the middle of the interior of the shear wall body in a staggered mode. By arranging the adjusting hooping assembly, the connecting beam can be hooped conveniently, the applicability of the equipment is improved, and the use stability is guaranteed.

Description

technical field [0001] The invention belongs to the technical field of shear walls, in particular to a connection structure between a shear wall and a post-cast concrete frame beam. Background technique [0002] Shear walls are also called wind-resistant walls, seismic walls or structural walls. Walls in houses or structures that mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquakes to prevent structural shear (shear) damage. Also known as seismic walls, generally made of reinforced concrete. It is divided into plane shear wall and cylinder shear wall. [0003] The prior art has the following problems: In the connection structure between the shear wall and the post-cast concrete frame beam disclosed in the Chinese patent application number CN201621272493.5, the U-shaped stirrup cannot be adjusted during use, and the stirrup of the connecting beam cannot be guaranteed. The tightening effect affects the stability of the installation, ...

Claims

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Application Information

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IPC IPC(8): E04B1/38E04B2/00E04C3/20
CPCE04B1/38E04B2/00E04C3/20
Inventor 潘笑农张海军王章秀
Owner 宏正工程设计集团股份有限公司