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Orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system

A shear wall and glulam technology, applied in the direction of walls, building components, earthquake resistance, etc., can solve problems such as insufficient lateral resistance, achieve superior seismic performance, reduce repair costs and difficulties, and improve lateral resistance.

Active Publication Date: 2018-10-26
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] Aiming at the insufficient lateral resistance performance of existing multi-story pure wood structures, the present invention proposes a cross-laminated timber shear wall-concrete core tube hybrid lateral force resistance system

Method used

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  • Orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system
  • Orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system
  • Orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system

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Embodiment

[0039] like figure 1 As shown, the cross-glued wood shear wall-concrete core tube hybrid lateral force system includes cross-glued wood shear wall 1, concrete core tube 2, replaceable energy-dissipating connectors 3, concrete foundation 4, and prestressed swing Support 5, first post-tensioned unbonded prestressed tendon 6, second post-tensioned unbonded prestressed tendon 7, first steel backing plate 81, second steel backing plate 82, cross-glued wood shear wall 1 It is connected with the concrete core tube 2 through several replaceable energy-dissipating connectors 3. The concrete foundation 4 is located under the cross-laminated timber shear wall 1 and the concrete core tube 2. The space between the concrete core tube 2 and the concrete foundation 4 passes through the first The steel backing plate 81, the second steel backing plate 82 and several prestressed swing supports 5 are connected, the first post-tensioned unbonded prestressed tendon 6 runs through the cross-glued wo...

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Abstract

The invention relates to an orthogonal plywood shear wall-concrete core tube mixed lateral-load-resistance system. The system includes an orthogonal plywood shear wall, a concrete core tube, replaceable energy-dissipation connectors, a concrete foundation, prestressing swing supports, a first post-tensioned unbonded prestressing bar, a second post-tensioned unbonded prestressing bar, a first steelshim and a second steel shim. The orthogonal plywood shear wall is connected with the concrete core tube through the several replaceable energy-dissipation connectors, the concrete core tube is connected with the concrete foundation through the first steel shim, the second steel shim and the several prestressing swing support, the first post-tensioned unbonded prestressing bar runs through the concrete core tube longitudinally and is fixed by an anchorage device, and the first post-tensioned unbonded prestressing bar runs through the orthogonal plywood shear wall longitudinally and is fixed by an anchorage device and the second post-tensioned unbonded prestressing bar runs through the concrete core tube longitudinally and is fixed by an anchorage device. Compared with the prior art, the system can effectively reduce the damage of orthogonal plywood wallboards and concrete shear walls in an earthquake, energy-dissipation components are easily replaced, and the difficulty and cost of post-earthquake repair can be reduced.

Description

technical field [0001] The invention relates to the field of construction engineering, in particular to a cross-glued wood shear wall-concrete core tube hybrid anti-lateral force system. 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] Cross-laminated timber is a factory prefabricated engineered wood product in the form of rectangular, straight and flat panels formed by at least three layers of solid wood sawn timber or structural composite panels orthogonally formed by pressing with structural adhesives. Compared with the mechanical properties of traditional wood components, cross-glued wood laminates adopt orthogonal two-way gluing, which can effectively compensate for the large difference in t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56E04B1/98E04H9/02E04B1/41
CPCE04B1/4114E04B2/56E04H9/021
Inventor 李征何敏娟韩倩文
Owner TONGJI UNIV
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