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Prestress orthogonal laminated wood coupled shear wall capable of achieving swinging and self-resetting

A technology of glulam and shear walls, applied to walls, building components, wine cellars, etc., can solve the problems of large residual deformation, poor repairability, and insufficient energy dissipation capacity, and achieve small residual deformation and dissipate seismic energy , the effect of easy replacement

Active Publication Date: 2018-08-07
SHANGHAI RES INST OF BUILDING SCI CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to propose a swingable and self-resetting prestressed cross-glued wood joint for the technical defects of insufficient energy dissipation capacity, large residual deformation and poor repairability of existing cross-glued wood shear walls. The shear wall, through the prestressing technology and the design of ductile connectors, realizes the swing energy dissipation and self-resetting of the cross-glued wood shear wall, and the structure of the double-leg shear wall meets the needs of openings in the external wall

Method used

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  • Prestress orthogonal laminated wood coupled shear wall capable of achieving swinging and self-resetting
  • Prestress orthogonal laminated wood coupled shear wall capable of achieving swinging and self-resetting
  • Prestress orthogonal laminated wood coupled shear wall capable of achieving swinging and self-resetting

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Embodiment

[0027] as attached Figure 1-7 As shown, a swingable self-resetting prestressed cross-glued wood combined shear wall, the shear wall includes cross-glued wood wall limb 1, cross-glued wood connecting beam 2, reinforced concrete foundation 3, pre-stressed Stress bars 4 and connectors 5;

[0028] The cross-glued wood wall plinth 1 and the reinforced concrete foundation 3 are tied together by unbonded prestressed steel bars 4, and the corner of the cross-glued timber wall pier 1 is provided with a reinforced concrete spacer 301 and the reinforced concrete foundation 3 is integrally poured , a rubber pad 302 is placed between the reinforced concrete block 301 and the contact surface of the cross-glued wood wall pier 1;

[0029] The cross-glued wood wall plinth 1 and the cross-glued wood connecting beam 2 are tightly connected by a connecting piece 5, and the connecting piece 5 includes a bolt 501, an inner filling steel plate 502, an outsourcing steel plate 503, and an outsourcin...

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PUM

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Abstract

The invention relates to a prestress orthogonal laminated wood coupled shear wall capable of achieving swinging and self-resetting. The shear wall is characterized by comprising an orthogonal laminated wood coupled wall column (1), orthogonal laminated wood connecting beams (2), a reinforced concrete foundation (3), prestress reinforcing steel bars (4) and connectors (5). The shear wall has the advantages that earthquake resistance is achieved through the swinging and self-resetting of the wall column and the rotation of the connecting beam ends, earthquake energy can be dissipated, residual deformation after an earthquake is small, and component replacement after the earthquake is facilitated by controlling an energy dissipation mechanism and a failure mode; meanwhile, the structure of the coupled shear wall satisfies the external wall hole opening requirements, and the shear wall is simple in structure, convenient in construction and convenient to popularize.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to a swingable and self-resetting prestressed cross-glued wood coupled shear wall, which is used for multi-storey wooden buildings with higher requirements on seismic performance. Background technique [0002] At present, my country is vigorously promoting the development of modern multi-layer wood structures, and the application of glued wood structures is the most common. Orthogonal glulam is a prefabricated engineered wood panel composed of at least 3 layers of solid wood sawn timber or structural composite panels orthogonally assembled with structural adhesives. It has stable dimensions, light weight and high strength, excellent bidirectional mechanical properties, and green With the characteristics of environmental protection and high degree of industrialization, it has great development potential as a load-bearing material for multi-layer wood structures....

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/70E04B1/00E04B1/98E04H9/02
CPCE04B1/0007E04B2/70E04B2/703E04H9/021
Inventor 许清风冷予冰陈玲珠
Owner SHANGHAI RES INST OF BUILDING SCI CO LTD
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