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Web-tapped partial combined shear wall-combined connecting beam coupled wall and production method thereof

A technology of combining shear walls and shear walls, applied in the directions of walls, joists, girders, etc., can solve problems such as long periods of time, and achieve the effects of high assembly rate, reduced construction man-hours, and fast construction speed.

Pending Publication Date: 2018-09-25
ZHEJIANG GREEN BUILDING INTEGRATION TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This preparation method needs to cure the concrete twice for a component, and the period of component preparation is longer

Method used

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  • Web-tapped partial combined shear wall-combined connecting beam coupled wall and production method thereof
  • Web-tapped partial combined shear wall-combined connecting beam coupled wall and production method thereof
  • Web-tapped partial combined shear wall-combined connecting beam coupled wall and production method thereof

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Embodiment Construction

[0034] as attached figure 1 to attach Figure 5 As shown, a composite shear wall with a web opening part of the present application-composite connecting beam and limb wall includes 2 or more than 2 pieces of PEC shear walls 1, and a combined connection for connecting PEC shear walls 1. The beam 2 connects multiple pieces of PEC shear walls 1 piece by piece through the combined connecting beam 2 to form a new type of combined shear wall-combined connecting beam and limb wall.

[0035] The PEC shear wall 1 is composed of an H-shaped steel skeleton 11 formed by connecting a plurality of T-shaped steels in a straight line and concrete 3 filled in the H-shaped steel skeleton 11 .

[0036] The H-shaped steel skeleton 11 includes a web 12 and a wing 13 perpendicular to the web 12. In this embodiment, the H-shaped steel skeleton 11 is formed by connecting three T-shaped steels in a straight line. 13. Divide the H-shaped steel skeleton 11 into a central middle grid 14 and side grids ...

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Abstract

The invention relates to a web-tapped partial combined shear wall-combined connecting beam coupled wall and a production method thereof. The coupled wall comprises at least two PEC shear walls and a combined connecting beam, wherein each PEC shear wall is formed by combining an H-shaped steel framework connected through a plurality of T-shaped steels and concrete filled in the H-shaped steel framework; openings are formed in the centers of webs in an equal interval manner along the length direction of the H-shaped steel frameworks; and the combined connecting beam comprises an H-shaped steel beam, the H-shaped steel beam comprises a steel beam web and steel beam wing edges arranged at two ends of the steel beam web, a hole is formed in the center of the steel beam web, and the PEC shear walls are sequentially connected through the combined connecting beam so as to form the novel combined shear wall-combined connecting beam coupled wall. According to the coupled wall, the partial combined prefabricated component is prepared in a web tapping pouring manner, the once pouring and the once maintenance can be realized, and the preparation period of the component is shortened.

Description

Technical field: [0001] The application relates to a building component and a construction method thereof, in particular to a combined shear wall with openings in the web plate-combined beam and limb wall and a manufacturing method thereof, belonging to the technical field of construction engineering. Background technique: [0002] Partially Encased Composite Shear Wall (hereinafter referred to as PEC shear wall) is a new type of prefabricated steel-concrete composite shear wall. The structure is simple; the components can be processed in the factory, and only spliced ​​and installed on site, which can effectively reduce the construction period on the basis of ensuring the construction quality of the components, and has good economic effects. [0003] The attached wall system is to connect two or more pieces of shear walls with concrete coupling beams to resist the overturning moment under the action of horizontal force as a whole. Coupling beams transmit vertical loads bet...

Claims

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Application Information

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IPC IPC(8): E04B2/56E04B2/58E04C3/02
CPCE04B2/56E04B2/58E04C3/02
Inventor 徐国军蒋路张莉莉杨宇焜宋生志
Owner ZHEJIANG GREEN BUILDING INTEGRATION TECH CO LTD
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