Beam and column friction energy dissipation joint for laminated wood structure

A friction energy dissipation, wood structure technology, applied in building components, building structure, earthquake-proof and other directions, can solve the problem of low transverse grain tensile strength, brittle transverse grain splitting damage, underutilized mechanical performance, etc. problems, to achieve the effect of reducing the tensile effect of the horizontal stripes, improving the deformation capacity, good energy dissipation capacity and safety

Pending Publication Date: 2020-10-09
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the anisotropy of wood and the low grain tensile strength and obvious brittle characteristics, the beam-column joints of wood structures are

Method used

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  • Beam and column friction energy dissipation joint for laminated wood structure
  • Beam and column friction energy dissipation joint for laminated wood structure
  • Beam and column friction energy dissipation joint for laminated wood structure

Examples

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Embodiment Construction

[0033] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0034] refer to figure 1 figure 2 image 3 , a beam-column frictional energy-dissipating node for a glued wood structure, comprising a glued-wood beam 1, a glued-wood column 2 and a rotational frictional energy-dissipating node, the glued-wood beam 1 is vertically connected to the glued-wood column 2.

[0035] The end of the glued wood beam 1 is preset with a round hole matching with the common bolt 5 and a notch matching with the connecting plate 3 at the beam end.

[0036] Such as Figure 4 Figure 5 As shown: the middle part of the glued wood column 2 is preset with a round hole matching with the ordinary bolt 6 and a hole matching with the shape memory alloy wire 11 .

[0037] Rotational friction energy dissipation nodes include beam end connection plates 3, two column end side connection plates 4, shaft bolts 7, four pre-tightening bolts 8 and four...

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Abstract

The invention discloses a beam and column friction energy dissipation joint for a laminated wood structure. The beam and column friction energy dissipation joint comprises a connecting piece fixedly connected to the end of a wood beam or the side wall of a wood column, the connecting piece connects the wood beam with the wood column through a force bearing piece, and the wood beam is arranged perpendicular to the wood column. The connecting piece is connected with the wood column and the wood beam through common bolts correspondingly, and finally shape memory alloy is tensioned at reserved holes in the upper side and the lower side of the joint to form the laminated wood structure beam and column friction energy dissipation joint, the laminated wood structure beam and column friction energy dissipation joint has the advantages that through rotation of the joint, relative displacement between the beam end bolt and laminated wood is reduced, therefore, the cross grain tension effect of beam end wood is reduced, and the damage, caused by premature cross grain splitting of the beam end, to the overall structure is avoided; and meanwhile, the joint has good energy dissipation capacity and safety through the mode of early-stage rotating friction and later-stage bolt yielding.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a beam-column frictional energy-dissipating node for a glued wood structure. Background technique [0002] Green, ecological, environmental protection, low-carbon new materials and innovative structural systems are the inevitable direction of the development of civil engineering science and technology. Wood is one of the important varieties of energy-saving and environment-friendly biomass green materials. Especially under the current background of advocating energy saving and low carbon, the development of new wood structures has significant significance for reducing energy consumption of construction projects. [0003] Bolt connection is the most common connection form in wood structure joints. In wood structure beam-column bolt joints, it mainly uses the bending strength of bolts and the compressive strength of wood pin grooves to provide bearing capacity. However, ...

Claims

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Application Information

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IPC IPC(8): E04B1/26E04B1/98E04H9/02
CPCE04B1/26E04B1/2608E04B1/98E04H9/021
Inventor 谢启芳胡方正吴亚杰杨会峰
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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