Assembled connection structure and method of shear wall coupling beam of prefabricated concrete frame-shear structure

A frame-shear structure and connection structure technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of heavy concrete wet work, difficult to guarantee building quality, unfavorable energy saving and emission reduction, etc., to achieve easy production and transportation, Reduced assembly cost and reasonable weight

Active Publication Date: 2017-01-11
浙江筑工科技有限公司
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  • Abstract
  • Description
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Problems solved by technology

The cast-in-place construction method requires a large amount of concrete wet work, it is difficult to guarantee the construction quality, and the construction period is long, which is not conducive to the realization of energy saving and emission reduction

Method used

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  • Assembled connection structure and method of shear wall coupling beam of prefabricated concrete frame-shear structure
  • Assembled connection structure and method of shear wall coupling beam of prefabricated concrete frame-shear structure
  • Assembled connection structure and method of shear wall coupling beam of prefabricated concrete frame-shear structure

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specific Embodiment approach

[0043] Figure 1 to Figure 5 As shown, the assembled concrete frame-shear structure shear wall coupling beam of the present invention disassembles and assembles the connection structure and the method for assembling the connection, including two specific implementation modes, specifically as follows:

[0044] (1) When the coupling beam of the shear wall in the prefabricated concrete frame-shear structure is longer (the length of the coupling beam is greater than twice the anchorage length of the equivalent steel bar), split at the two ends of the coupling beam and the connection position of the shear wall, Form a structural disassembly and assembly system consisting of two prefabricated shear walls (hereinafter referred to as prefabricated walls ①) and a prefabricated shear wall coupling beam (hereinafter referred to as prefabricated coupling beam ②). In order to realize the connection of the prefabricated wall ① and the prefabricated coupling beam ②, there are reserved holes ...

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Abstract

The invention relates to the field of assembly concrete structures, in particular to an assembly connection structure and method of coupling beams of shear walls of an assembly concrete frame shear structure. Grouting seams and equivalent bars are arranged between prefabricated coupling beams and prefabricated shear walls or between the coupling beams of the shear walls with half-span coupling beams for beam-wall or beam-beam connection. Holes are reserved in the prefabricated coupling beams and the coupling beams of the prefabricated shear walls or the shear walls with half-span coupling beams, spiral stirrups are arranged surrounding the holes in advance, the equivalent bars penetrate through the preserved holes, the reserved horizontal holes and the grouting seams between the beams and walls or between the beams are filled by grouting minimum inflation mortar, therefore the prefabricated coupling beams, the prefabricated shear walls and the equivalent bars, or the coupling beams of the shear walls with half-span coupling beams and the equivalent bars can be firmly integrated, and connection of the prefabricated coupling beams and the coupling beams of the prefabricated shear walls or the shear walls with half-span coupling beams can be achieved. The assembly connection structure and method greatly reduce the project construction cost and reduce site concreting wet construction.

Description

[0001] 【Technical field】 [0002] The invention relates to the field of prefabricated concrete structures, in particular to an assembling connection structure and an assembling connection method of a shear wall coupling beam of a prefabricated concrete frame-shear structure, especially an assembly composed of prefabricated coupling beams, prefabricated walls or prefabricated walls with beams The disassembly and assembly system of the shear wall with coupling beams in the type concrete frame-shear structure, the component connection structure, the structures built by this assembly system and connection structure, and the assembly connection method. [0003] 【Background technique】 [0004] Frame-shear wall structure, referred to as frame-shear structure, the main structure is frame and shear wall, in which the frame is composed of beams and columns, and the shear wall is arranged in part of the frame, and the shear wall is used to increase the horizontal load resistance of the ove...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/41E04B2/56
Inventor 李明赵唯坚王春艳颜伟
Owner 浙江筑工科技有限公司
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