Mounting and constructing method for steel plate shear wall

A steel plate shear wall and construction method technology, applied in the direction of walls, building components, buildings, etc., can solve problems such as local buckling and additional bending moments of columns, and achieve the effects of saving construction time, reducing construction difficulty, and ensuring construction quality

Active Publication Date: 2012-07-25
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Abstract
  • Description
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AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to solve the problem of hoisting, correction, welding or bolting and testing from bottom to top in the installation and construction of traditional steel plate shear walls. When the steel structure is not fully loaded and the lateral force is small, it is easy to Problems with localized buckling and eventual additional bending moments on the column

Method used

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  • Mounting and constructing method for steel plate shear wall
  • Mounting and constructing method for steel plate shear wall
  • Mounting and constructing method for steel plate shear wall

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Embodiment Construction

[0011] The construction method of the steel plate shear wall of the present invention will be described in detail below with reference to the accompanying drawings.

[0012] Such as figure 1 , 2 As shown, a steel plate shear wall unit usually includes a steel plate shear wall 10 , steel frame columns 11 on both sides, and a frame beam 12 .

[0013] Wherein the two sides and the lower edge of the steel plate shear wall 10 are further combined with double splints 17, and the double splints 17 on both sides of the steel plate shear wall 10 are respectively provided with plural pairs of fixing holes (not shown in the figure), and the double splints 17 In the steel structure processing plant, it is processed integrally with the steel plate shear wall 10, and the side of the steel pipe frame column 11 corresponding to the steel plate shear wall 10 is provided with a first attached plate 13. Holes 14, the lower flange of the frame beam 12 and the steel plate shear wall 10 have been...

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Abstract

The invention discloses a mounting and constructing method for a steel plate shear wall. The mounting and constructing method includes that steel tube border columns on two sides of the steel plate shear wall are mounted, during hoisting, the steel plate shear wall and the steel tube border columns are temporarily fixed via bolts, the mounting method is adopted repeatedly until all units of the steel plate shear wall are mounted, after all steel structural loads are added, double clamp plates on two sides of the steel plate shear wall are respectively welded with first attached plates, double clamp plates on the lower edge of the steel plate shear wall are welded with second attached plates on the upper flange of a border beam of a next unit, the temporarily fixed bolts are taken out after welding is finished, and construction is completed.

Description

technical field [0001] The invention relates to the field of building construction, in particular to a method for installing a steel plate shear wall. Background technique [0002] The construction of the steel structure system is generally based on the design form, specification and size of the structure, using the characteristics of the steel structure itself to hoist, correct, weld or bolt, and inspect layer by layer from bottom to top, and finally complete the installation and construction of the steel structure. As a new type of lateral force-resisting structural system, the steel plate shear wall structure belongs to a special steel structure form, which has the characteristics of large elastic initial stiffness, large deformation capacity, good plastic performance, and stable hysteretic characteristics. Due to its own characteristics, the construction of the structural system has certain special requirements for the load acting on it. When the lateral force is small, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/14E04B2/58
Inventor 崔景山王东亓立刚杨明崔爱珍孙泽鲁
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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