Steel and wood hybrid earthquake resistant wall with post-earthquake self reset function

An anti-seismic wall and self-resetting technology, which is applied in the direction of walls, anti-seismic, and building components, can solve the problems of difficult repair and high repair cost, and achieve the effects of reducing repair costs, cost-effective advantages, and reducing damage

Active Publication Date: 2016-07-13
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The object of the present invention is to provide a steel-wood hybrid anti-seismic wall with post-earthquake self-resetting function for reducing earthquake disasters of engineering structures, so as to reduce earthquake disasters of engineering structures and solve the problem that the existing steel-wood hybrid anti-seismic wall structure is not easy to withstand large earthquakes. For the problem of high repair or repair cost, the present invention can not only fully consume energy and absorb shock under earthquake action through the damper on the upper part of the wooden shear wall, but also can use the characteristics of prestressed tendons to eliminate the residual deformation of the structure under earthquake action , greatly reducing the cost and difficulty of repairing the steel-wood hybrid anti-seismic wall after the earthquake, and realizing the self-resetting function of the steel-wood hybrid anti-seismic wall

Method used

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  • Steel and wood hybrid earthquake resistant wall with post-earthquake self reset function
  • Steel and wood hybrid earthquake resistant wall with post-earthquake self reset function
  • Steel and wood hybrid earthquake resistant wall with post-earthquake self reset function

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Embodiment

[0029] Example 1: If figure 1 As shown, the steel-wood hybrid seismic wall with self-resetting function of the present invention includes steel beams 1, post-tensioned unbonded prestressed tendons 2, beam-column nodes 3, anchors 4, friction dampers 5, wood shear Wall 6, steel column 7 and column foot 8, described wooden shear wall 6 comprises the top beam plate 61 that is made up of double-layer specification timber, the edge column 62 that is made up of double-layer specification timber, is made up of single-layer specification timber Intermediate studs 63 and cladding panels 64. The connection mode between the steel column 7 and the steel beam 1 is hinged, and the flange of the steel column 7 is provided with a reserved channel at the place where the post-tensioned unbonded prestressed tendon 2 passes, and the post-tensioned unbonded prestressed tendon 2 It runs through the longitudinal direction of the steel beam 1, and passes through the upper end of the steel column 7, a...

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Abstract

The invention relates to a steel and wood hybrid earthquake resistant wall with a post-earthquake self reset function. The steel and wood hybrid earthquake resistant wall is formed by steel beams, steel columns, wood shear walls, post-tensioned unbounded prestressed tendons and friction type dampers, wherein the post-tensioned unbounded prestressed tendons penetrate through the steel beams longitudinally, penetrate through the upper ends of the steel columns and are fixed to the outer sides of the steel columns by using anchors; the friction type dampers are positioned at the upper parts of the wood shear walls and are connected with raising plates of the wood shear walls by adopting bolts. Under small earthquakes, a steel framework and the wood shear walls work together, so that the structure is enabled to have higher lateral stiffness; under middle earthquakes or big earthquakes, a shear force applied to the friction type dampers is greater than a slip shear force of the friction type dampers, friction surfaces of the friction type dampers start to slip to consume energy, and the damage to the wood shear walls can be reduced to a large extent; the post-tensioned unbounded prestressed tendons are always in an elastic tension state, beam column nodes after an earthquake return to an initial state under the action of the post-tensioned unbounded prestressed tendons, the steel beams and the steel columns are basically not damaged, residual deformation of the structure is very small, and the friction type dampers are not damaged under the action of the earthquake and has no need to be replaced after the earthquake.

Description

technical field [0001] The invention relates to the field of construction engineering, in particular to a steel-wood hybrid anti-seismic wall with post-earthquake self-resetting function for reducing earthquake disasters of engineering structures. Background technique [0002] Earthquakes are sudden, unpredictable, and occur frequently, causing huge losses to human society. my country is one of the countries with frequent land earthquakes, especially the frequent large earthquakes in recent years, which have caused serious earthquake damage to building structures. [0003] The steel-wood hybrid structure has the advantages of environmental protection and high prefabrication ratio. The steel frame structure has high efficiency, and the wood shear wall is light in weight and has high lateral rigidity. Filling the wood shear wall into the steel frame can form a steel-wood structure with excellent structural performance. Hybrid seismic wall system. Moreover, the steel-wood com...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04B2/56E04B2/58E04B2/70E04B1/24
CPCE04B1/24E04B1/2403E04B1/98E04B2/56E04B2/58E04B2/707E04B2001/2418
Inventor 李征何敏娟王希珺
Owner TONGJI UNIV
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