带构造边缘构件的T形双面叠合剪力墙抗震性能研究

骆玉琦; 谷倩; 赵端锋; 田水; 谭园

doi:10.13204/j.gyjzG21010604

带构造边缘构件的T形双面叠合剪力墙抗震性能研究

doi: 10.13204/j.gyjzG21010604

骆玉琦¹,
谷倩^1, ,,
赵端锋¹,
田水¹,
谭园²

1. 武汉理工大学土木工程与建筑学院, 武汉 430070;
2. 美好建筑装配科技有限公司, 武汉 430050

基金项目:

湖北省地方标准制修订计划项目（第一批）（201721）；武汉市城建局科技计划项目（201922）。

详细信息

作者简介:
骆玉琦,男,1995年出生,硕士研究生。

通讯作者:
谷倩,女,教授,guqian@whut.edu.cn。

计量
- 文章访问数: 84
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- 被引次数: 0
出版历程
- 收稿日期: 2021-01-06
- 网络出版日期: 2022-01-11

RESEARCH ON ASEISMIC PERFORMANCES OF T-SHAPED DOUBLE-SIDED COMPOSITED CONCRETE SHEAR WALLS WITH CONSTRUCTIONAL EDGE MEMBERS

1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China;
2. Myhome Building Assembly Technology Co., Ltd., Wuhan 430050, China

摘要

摘要: 为研究带构造边缘构件的T形装配整体式双面叠合剪力墙的抗震性能，完成了两个T形足尺剪力墙试件的拟静力试验。试验结果表明：在0.2轴压比下，叠合试件与现浇试件均表现为典型的弯剪破坏特征；与现浇试件相比，叠合试件翼缘受拉和翼缘受压时的极限承载力分别降低了15.7%和3.0%；翼缘受拉时的延性系数与现浇试件的相同，而翼缘受压时的延性系数则低于现浇试件的；两者刚度退化规律基本一致，叠合试件累积耗能明显低于现浇试件的；叠合试件腹板、翼缘板和T形后浇边缘部位的水平连接方式整体工作性能良好；根据试验结果，建议提高叠合试件构造边缘构件的体积配箍率。
- T形双面叠合剪力墙 /
- 构造边缘构件 /
- 拟静力试验 /
- 抗震性能
Abstract: In order to study the aseismic performance of T-shaped assembled monolithic double-sided composite shear walls with constructional edge members, two full-scale T-shape shear wall specimens were tested. The test results showed that both the composite and cast-in-situ specimens displayed typical bending-shear failure characteristics in the axial compression ratio of 0.2. Compared with cast-in-situ specimens, the ultimate bearing capacity of flanges for composite specimens in the state of tension and compression was reduced by 15.7% and 3.0%; the ductility coefficient of flanges in the state of tension was the same as that of cast-in-situ specimens, while the ductility coefficient of flanges in the state of compression was lower than that of cast-in-situ specimens; the stiffness degradation laws of the two were basically the same. The cumulative energy consumption of composite specimens was significantly lower than that of cast-in-place specimens. The horizontal connection of webs, flanges and T-shaped constructional edges of composite specimens worked well as a whole. According to the test results, it was suggested to improve the stirrup ratio in constructional edge members of the composite specimens.
- T-shaped double-sided composite shear wall /
- constructional edge members /
- pseudo-static cyclic loading /
- aseismic performance

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参考文献(14)

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