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A suspended prefabricated shear wall semi-buried interior wall connection structure and method

A technology for connecting structures and prefabricated shear force, applied in the direction of structural elements, walls, building components, etc., can solve the problems of influence, difficulty in controlling the amount of grouting construction, etc., achieve the effect of simplifying the construction process, controlling the amount of grouting construction, and reducing the project cost

Active Publication Date: 2020-09-22
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The prefabricated concrete structure is the main structural form of my country's construction industrialization. The main construction process is to prefabricate the prefabricated components in the factory, and then complete the installation of the components at the construction site according to the predetermined connection method, and the installation sequence of the upper and lower structural components is Lower wall → prefabricated laminated slab → cast-in-place surface layer → upper wall (transformed into lower wall) → prefabricated laminated slab → cast-in-place surface layer →, the upper wall installation in the last step is mainly the connection of steel bars, using Grouting connection, commonly known as "black box operation", has the disadvantage that it is difficult to control the amount of grouting construction, and it is affected by many factors, such as grouting material mix ratio, workers' technical level and operating space, etc.

Method used

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  • A suspended prefabricated shear wall semi-buried interior wall connection structure and method
  • A suspended prefabricated shear wall semi-buried interior wall connection structure and method
  • A suspended prefabricated shear wall semi-buried interior wall connection structure and method

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Embodiment 1

[0049] This embodiment provides a suspended prefabricated shear wall semi-buried interior wall connection structure, which includes an upper suspended wall 1 , a lower wall 2 , a poured surface layer 3 and a prefabricated laminated floor 4 . The lower wall 2 here is also the lower bracket wall, in which the upper suspended wall 1, the lower bracket wall, the prefabricated bottom plate 4 and their accessories are manufactured and maintained in the prefabrication factory, and the whole pouring surface layer 3 is completed in the floor slab Concrete is poured on site after binding the upper steel bars to complete the wall connection.

[0050] The upper suspended wall body 1 includes a lifting frame 11 , a steel bar positioning plate 12 , a prefabricated upper end threaded steel bar 13 and a control line 14 for the entire pouring surface layer.

[0051] The lifting frame 11 is composed of an ear plate 111, a cantilever plate 112, a supporting angle steel 113, an end anchor plate 1...

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Abstract

The invention discloses a suspended prefabricated shear wall semi-buried inner wall connecting structure and a method, and belongs to the field of prefabricated concrete structures. The connecting structure is used for connecting an upper suspended wall body and a lower suspended wall body, wherein a force bearing rod is arranged in the lower bracket wall body, the force bearing rod is connected with the upper suspended wall body comprising a lifting frame through a bolt, and then a penetrating nut which is completely screwed into the lower bracket wall body is reversely screwed back to an extension steel bar of the upper suspended wall body to complete steel bar connection; and a prefabricated bottom plate is installed on a suspension plate at the bottom of the lifting frame, an upper-layer steel bar of a floor penetrates through a semi-buried connecting area to form a steel bar mesh together with a Chinese character "gong"-shaped steel bar fixing frame on the prefabricated bottom plate, concrete is poured, a fully-poured surface layer is formed, and wall body connection is completed. According to the connecting structure, the lifting frame is used for suspending a shear wall, thesteel bars are connected through threads, the structural elevation of the upper-layer wall body is reduced, and integral connection is formed, so that the construction quality of the prefabricated part connecting area can be effectively controlled, and meanwhile, the construction cost is reduced and the construction flow is simplified and facilitated.

Description

technical field [0001] The invention belongs to the field of prefabricated concrete structures, in particular to a semi-buried inner wall connection structure of suspended prefabricated shear walls. Background technique [0002] The prefabricated concrete structure is the main structural form of my country's construction industrialization. The main construction process is to prefabricate the prefabricated components in the factory, and then complete the installation of the components at the construction site according to the predetermined connection method, and the installation sequence of the upper and lower structural components is Lower wall → prefabricated laminated slab → cast-in-place surface layer → upper wall (transformed into lower wall) → prefabricated laminated slab → cast-in-place surface layer →, the upper wall installation in the last step is mainly the connection of steel bars, using Grouting connection, commonly known as "black box operation", has the disadvant...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56E04B2/00E04C5/16
CPCE04B2/00E04B2/56E04C5/165
Inventor 秦朝刚吴涛刘伯权王博
Owner CHANGAN UNIV
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