THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN

Wang Yihong; Tang Wenfeng

doi:10.13204/j.gyjz200501018

Volume 35 Issue 1

Dec. 2014

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Ha Jing, Chen Bochao. CONSERVATION OF THE INDUSTRIAL HERITAGES IN SHENYANG BASED ON MANAGEMENT INTEGRATION THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 42-45,78. doi: 10.13204/j.gyjz200805009

Citation:

Wang Yihong, Tang Wenfeng. THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 59-61. doi: 10.13204/j.gyjz200501018

Ha Jing, Chen Bochao. CONSERVATION OF THE INDUSTRIAL HERITAGES IN SHENYANG BASED ON MANAGEMENT INTEGRATION THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 42-45,78. doi: 10.13204/j.gyjz200805009

Citation:

Wang Yihong, Tang Wenfeng. THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 59-61. doi: 10.13204/j.gyjz200501018

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THE EXPERIMENTAL STUDY ON NEW TYPE JOINT OF CFST-CORE STEEL TUB E JOINT IN THE SIDE COLUMN

doi: 10.13204/j.gyjz200501018

Wang Yihong¹,
Tang Wenfeng²

1.
Institute of Architectural Engineering of Chang’an University Xi'a n 710061

Received Date: 2004-07-20
Publish Date: 2005-01-20

Abstract

Abstract

A new type of column-RC beam joint of concrete f illed steel tube(CFST) is created.The outer tubular column of CFST is disconnect ed in the joint zone.The core steel tube is put in the joint zone.The design of the member and experiment,phenomenon of the experiment and process of failure ar e introduced.The author analyzes the existing problems and the improving idea of the new type of joint.The research shows that the new type of joint is successf ully used in the side joint.
- CFST,
- column-beam joint,
- joint construction,
- core steel tube,
- experimental study

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References(10)

References

CECS 28∶92 钢管混凝土结构设计与施工规程

[2] 周起敬,姜维山,潘泰华.钢与混凝土组合结构设计施工手册.北京:中国建筑工业出版社,1991

[3] 容柏生.高层建筑中的钢管混凝土柱及其节点.土木与建筑,2002(1):1～8

[4] 欧谨,黄传淳,等.新型钢管混凝土柱节点竖向承载力的试验研究.南京建筑工程学院学报,1999(3):7～12

[5] 陈洪涛,吴时适,等.钢管混凝土框架钢筋贯通式刚性节点的试验研究.哈尔滨建筑大学学报,1999(4)

[6] 方小丹,等.钢管混凝土柱-环梁节点抗震性能的试验研究.建筑结构学报,200 2,23(6):10～18

[7] 汤文锋.新型钢管混凝土柱节点静力模型试验研究:[硕士学位论文].西安: 长安大学,2004.17～35

[8] 钟善桐.钢管混凝土结构(3版).北京:清华大学出版社,2003.142

[9] 蔡绍怀.现代钢管混凝土结构.北京:人民交通出版社,2003.54

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