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An Assembled Prestressed Orthogonal Glulam Shear Wall

A technology of shear walls and glulam, applied in the direction of walls, buildings, building types, etc., can solve the problems of insufficient material strength, wall anti-lateral stiffness, strength degradation, brittle failure, etc.

Active Publication Date: 2019-04-19
TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] (1) Under the action of lateral load, the connection joints of ordinary CLT shear walls spliced ​​by metal connectors are prone to brittle failure caused by wood splitting;
[0004] (2) Even if the design of the joint area is reasonable, the failure modes such as screw yielding or being pulled out from the plate will occur in the ordinary CLT shear wall under the lateral load, and the lateral stiffness and strength of the wall will degrade rapidly, while Much of the material strength outside the connection area is far from fully developed

Method used

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  • An Assembled Prestressed Orthogonal Glulam Shear Wall
  • An Assembled Prestressed Orthogonal Glulam Shear Wall
  • An Assembled Prestressed Orthogonal Glulam Shear Wall

Examples

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Embodiment 1

[0042] join Figure 14 The construction site fixes the first limiting steel component 11 and the second limiting steel component 12 on the foundation through embedded anchor bolts. The first bolt hole 1141, the second bolt hole 1142 and a third bolt hole 1143 reserved by the fourteenth steel plate 114 in the first limiting steel member 11 are used to pass through the embedded anchor bolts, and the second limiting The fourth bolt hole 1241 , the fifth bolt hole 1242 and the sixth bolt hole 1243 reserved by the fifteenth steel plate 124 in the steel member 12 are used to pass through the embedded anchor bolts.

[0043] see Figure 12 and Figure 13 The factory fixes the lower floor beam 4 to the top of the lower floor CLT wallboard 6 by screws; screw holes are reserved on the sixth steel plate 43 of the lower floor beam 4 for screwing in screws.

[0044] see Figure 13 and Figure 14 , a temporary support is erected on the construction site, and the lower CLT wall panel 6 i...

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Abstract

The invention discloses an assembling prestress orthogonal laminated wood shear wall. The assembling prestress orthogonal laminated wood shear wall comprises bond-free prestress bars, bearing beams, CLT wall plates, slab supporting frames and limiting steel components. The two limiting steel components are connected with a base. The CLT wall plates on the lower layer tightly abut against the basethrough the bond-free prestress bars. The bearing beams on the lower layer are connected with the CLT wall plates on the lower layer. The slab supporting frames on the lower layer are connected with the CLT wall plates on the lower layer and then put on the top of the bearing beams on the lower layer. The CLT wall plates on the upper layer are connected with the two slab supporting frames on the lower layer. The bearing beams on the upper layer are connected with the CLT wall plates on the upper layer. The two bond-free prestress bars penetrate through the CLT wall plates on the upper layer and the lower layer. The CLT shear wall has high initial rigidity, high ultimate bearing capacity and a certain self-recovery characteristic under lateral loads after the bond-free prestress bars are applied, and the common damage mode of weak joints and strong components of a common CLT shear wall is avoided. The assembling prestress orthogonal laminated wood shear wall is high in assembling degree, and prestress loss caused when CLT slabs have big creep deformation under the band stress action can be reduced obviously due to the arrangement of the slab supporting frames on the lower layer.

Description

technical field [0001] The invention belongs to the field of wooden structures in structural engineering, and relates to an assembled prestressed cross laminated timber (CLT for short) shear wall. Background technique [0002] CLT material is usually used as a shear wall. Although the lateral stiffness and ultimate bearing capacity of the wall are high, the following problems are found during use: [0003] (1) Under the action of lateral load, the connection joints of ordinary CLT shear walls spliced ​​by metal connectors are prone to brittle failure caused by wood splitting; [0004] (2) Even if the design of the joint area is reasonable, the failure modes such as screw yielding or being pulled out from the plate will occur in the ordinary CLT shear wall under the lateral load, and the lateral stiffness and strength of the wall will degrade rapidly, while Most of the material strength outside the connection area is far from being fully developed. [0005] In order to impr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56E04B1/98E04H9/02
Inventor 何敏娟孙晓峰李征马人乐
Owner TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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