Fabricated shear wall unit

A shear wall and prefabricated technology, applied in the direction of walls, building components, buildings, etc., can solve the problems of difficult quality inspection, low installation efficiency, etc., to reduce the construction period, improve the structural bearing capacity, and the structural stress path is simple and clear Effect

Pending Publication Date: 2022-04-15
珠海动和工程咨询有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The invention aims to solve the problems of difficult quality detection and low installation

Method used

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  • Fabricated shear wall unit
  • Fabricated shear wall unit
  • Fabricated shear wall unit

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

DETAILED DESCRIPTION 1:

[0070] An assembled shear wall unit 7, characterized in that the edge member 11 is provided with a longitudinal rib 8 of the concrete, and the edge member 11 is provided to provide space for the mounting device 1, so that the longitudinal rib 8 can pass corresponding The attachment plate 2 or lower attachment plate 3 is disposed and secured to it (eg Figure 1-4 .

[0071] Further, the lower end of the edge member 11 of the assembled shear wall unit 7 provides a space for the mounting connection device 1 (eg Figure 1-4 .

[0072] Further, the longitudinal rib 8 is only provided in the range of the edge member 11, and the ribs 14 around the longitudinal ribs are arranged in a rib 16 in a rectangular or plum-shaped arrangement, and the horizontal distribution reinforcement 15 and vertical distribution reinforcement 13 (eg Figure 25 , 26 .

[0073] Further, the horizontal distribution of the shear wall unit 7 distributes the steel bar 15, vertical distribution...

Example Embodiment

DETAILED DESCRIPTION 2:

[0076] An assembled shear wall unit 7, characterized in that the edge member 11 is provided with a longitudinal rib 8 of the concrete, and the edge member 11 is provided to provide space for the mounting device 1, so that the longitudinal rib 8 can pass corresponding The attachment plate 2 or lower attachment plate 3 is disposed and secured to it (eg Figure 1-4 .

[0077] Further, when the connecting device 1 is mounted, the unexpandes of the longitudinal ribs 8 of the assembled shear wall unit 7 must satisfy the welding or the requirements of the nut 9.

[0078] Further, the longitudinal rib 8 of the assembled shear wall unit 7 is fixedly connected to the upper connecting plate 2 or the upper connecting plate 2 through the welding or nut 9 (eg Figure 24 .

[0079] Further, when the upper connecting plate 2 or the lower connection plate 3 and the longitudinal thus are connected between the nut 9, the cross-sectional area of ​​the longitudinal thread is exp...

Example Embodiment

DETAILED DESCRIPTION 3:

[0083] An assembled shear wall unit 7, characterized in that the edge member 11 is provided with a longitudinal rib 8 of the concrete, and the edge member 11 is provided to provide space for the mounting device 1, so that the longitudinal rib 8 can pass corresponding The attachment plate 2 or lower attachment plate 3 is disposed and secured to it (eg Figure 1-4 .

[0084] Further, the connecting device 1 between the assembled shear wall unit 7 includes an upper connecting plate 2, a lower connecting plate 3, and a steel pipe concrete short column 4, and the upper connecting plate 2 is provided with an assembled shear wall unit 7 edge member 11. The lower end of the rib 8 can be passed and the mounting hole 5 connected thereto, and the lower connection plate 3 is provided with the upper end of the assembled shear wall unit 7 edge member 11 can pass and connected to the mounting hole 5, and the steel pipe concrete short column 4 will be The connecting plate ...

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Abstract

The invention discloses a fabricated shear wall unit which is characterized in that edge members are provided with longitudinal bars, the upper ends and the lower ends of the longitudinal bars extend out of concrete, the edge members are provided with notches for providing space for mounting connecting devices, and the longitudinal bars can pass through mounting holes formed in upper connecting plates or lower connecting plates of the corresponding connecting devices and are fixedly connected with the upper connecting plates or the lower connecting plates of the corresponding connecting devices. Therefore, the problems that quality detection is difficult and installation efficiency is low in grouting sleeve connection in an existing assembly type shear wall structure are solved.

Description

technical field [0001] The invention belongs to the field of prefabricated buildings, and in particular relates to a prefabricated shear wall unit. Background technique [0002] The connection methods of existing prefabricated shear walls along the building height direction mainly include grouting sleeve connection technology, reserved hole grout anchor lap connection technology and cast-in-place belt connection. Among them, the grouting sleeve connection is widely used in actual engineering and the construction technology is relatively mature, but there are still problems such as on-site docking difficulties, difficulty in ensuring the quality of grouting in the sleeve, and difficulty in later quality inspection; in addition, the diameter of the sleeve is relatively small. Large, in order to ensure the position of the longitudinal reinforcement in the shear wall, the thickness of the concrete protective layer outside the sleeve is relatively reduced, which may affect the lo...

Claims

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Application Information

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IPC IPC(8): E04B2/00E04B1/61E04B1/41E04G21/14
Inventor 王震宇吴香国周威王代玉李彦斌
Owner 珠海动和工程咨询有限公司
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