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Fabricated frame-shear structure wall split-level connecting structure and splicing method

A frame-shear structure and connection structure technology, applied in the direction of walls, building components, building structures, etc., can solve problems such as poor structural integrity, and achieve the effects of enhancing integrity, saving learning costs, and speeding up construction progress.

Pending Publication Date: 2018-05-29
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Therefore, at the spliced ​​position, the integrity of the structure is poor

Method used

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  • Fabricated frame-shear structure wall split-level connecting structure and splicing method
  • Fabricated frame-shear structure wall split-level connecting structure and splicing method
  • Fabricated frame-shear structure wall split-level connecting structure and splicing method

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Embodiment Construction

[0069] Such as Figure 1-Figure 33 As shown, the assembled frame-shear structure wall split-level connection structure of the present invention mainly includes: prefabricated lower column ( Image 6 ), prefabricated upper columns ( Figure 9 ), prefabricated bottom half-floor / top half-floor walls ( Figure 15 ), prefabricated middle wall ( Figure 18 ), prefabricated roof beams ( Figure 21 ) and foundation beam ( Figure 24 ) and the I-shaped column-wall connection key used for the connection between the above components ( Figure 22 ) and channel beam-wall connection key ( Figure 23 ).

[0070] (1) if figure 1 As shown, the specific structure and production process of the column-wall embedded parts are as follows:

[0071] Column-wall embedded parts ( figure 1 ) consists of a ribbed steel plate I1 and a round hole I2, one side of the ribbed steel plate I1 is provided with ribs in parallel up and down, and the other side of the ribbed steel plate I1 is provided with...

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Abstract

The invention relates to the field of fabricated concrete buildings, in particular to a structure in which shear walls in a concrete frame-shear wall structure (frame-shear structure for short) are connected in a split-level mode and a splicing method. The structure comprises a fabricated lower-layer column, a fabricated upper-layer column, a fabricated bottom half-layer / top half-layer wall, a fabricated middle-layer wall, a fabricated top-layer beam, a foundation beam, I-shaped column-wall connecting bonds and groove-shaped beam-wall connecting bonds, wherein the I-shaped column-wall connecting bonds and the groove-shaped beam-wall connecting bonds are used for connecting the components. The structure is formed through concrete pouring. Frame columns of the shear walls are disconnected onfloors, and the shear walls are disconnected between the two floors. Meanwhile, the components are connected through steel plates, the connecting structure and the splicing method have the advantagesof being high in integrity and high in ductility, and the integrity and the earthquake resistance of the structure are both improved.

Description

technical field [0001] The invention relates to the field of prefabricated concrete buildings, in particular to a structure and an assembling method in which shear walls in a prefabricated concrete frame-shear wall structure (frame-shear structure for short) adopt split-level connections. Background technique [0002] The prefabricated concrete structure has the advantages of improving production efficiency, saving energy, improving and ensuring the quality of construction projects, and is one of the important directions for the development of building structures in my country. The concrete frame-shear structure is a force-bearing form composed of two different lateral force-resisting structures, the frame and the shear wall structure. In the frame-shear structure, the shear wall mainly bears the horizontal load, and the vertical load is borne by the frame. The frame-shear structure has the advantages of large horizontal force resistance of the shear wall and flexible spatia...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/61E04B2/64
CPCE04B1/6125E04B2/64
Inventor 李明殷陈亮赵唯坚贺小项
Owner SHENYANG JIANZHU UNIVERSITY
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