新型钢管混凝土柱-钢筋混凝土梁节点试验研究

尧国皇; 黄用军; 郑小鹰; 徐文杰; 潘东辉; 孙素文

doi:10.13204/j.gyjz201007025

新型钢管混凝土柱-钢筋混凝土梁节点试验研究

doi: 10.13204/j.gyjz201007025

1.
1. 清华大学土木工程系,北京 100084;
2.
2. 深圳市市政设计研究院有限公司,广东深圳 518029;
3.
3. 中建国际( 深圳) 设计顾问有限公司,广东深圳 518048;
4.
4. 厦门经济特区房地产开发集团有限公司,福建厦门 361004;
5.
5. 东莞理工学院,广东东莞 523808

详细信息

作者简介:
尧国皇，男，1980年出生，工程师，在读博士后。E－mail:yaogh@szmedi.com.cn

中图分类号: TU398.9
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- 文章访问数: 120
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- PDF下载量: 125
- 被引次数: 0
出版历程
- 收稿日期: 2009-12-20
- 刊出日期: 2010-07-20

EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. Shenzhen Municipal Design &Research Institute Co. Ltd,Shenzhen 518029,China;
3.
3. China Construction (Shenzhen) Design International,Shenzhen 518048,China;
4.
4. Xiamen Building Development Group Co. Ltd,Xiamen 361004,China;
5.
5. Dongguan University of Techonology,Dongguan 523808,China

摘要

摘要: 提出一种钢管混凝土柱与钢筋混凝土梁的新型节点形式。在钢筋混凝土梁与钢管混凝土柱连接区，钢管局部开矩形孔、节点区域钢管加强，使钢筋混凝土梁中的纵向钢筋直接伸入节点，节点混凝土与梁中混凝土成为整体，方便施工且保证节点刚度。通过对3个节点试件的试验，研究节点的破坏过程、破坏形态。研究结果表明，试件破坏是由梁和柱的破坏引起的，直至试件达到极限状态，节点尚未破坏，证实这种节点的可行性，且满足强柱、弱梁、节点更强的抗震设计原则。
- 钢管混凝土 /
- 节点 /
- 试验研究 /
- 承载力
Abstract: A new type of concrete-filled steel tube (CFST) column-RC beam joint was presented in this paper. In the CFST column-RC beam connecting zone, the out steel tube of CFST column locally opened with rectangular hole and stiffened, the longitudinal reinforcing bars in RC beam stretched into the joint. The concrete was monolithically cast in the region of the beam, the column and the joint. The construction of joint was simplified and the joint stiffness was strengthened. The failure process and the failure mode of the specimens studied by experiments. The studies showed that the joint did not fail when the specimen was in limit state, while the beam and the column were damaged. The feasibility of the joint in the static load was proved. The joint meets the seismic design principles strong column, weak beam, stronger joint
- concrete filled steel tube /
- joint /
- experimental study /
- bearing capacity