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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 59-61

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

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

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

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

PDF( 0 KB)

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

FullText(HTML)

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

[10] 过镇海.钢筋混凝土原理.北京:清华大学出版社,1999.168～169

Relative Articles

[1]	WU Chenglong, WANG Qihui, LI Shaohui, LIU Jiming. Experimental Research on Seismic Performance of Modular Prefabricated Steel- Reinforced Concrete Column to Steel Beam Composite Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 74-83. doi: 10.13204/j.gyjzG21010406
[2]	QIU Yu, ZOU Xiaozhou, LUO Yunhai, LI Lijuan, WU Nianduo, WANG Xiaoping, XIONG Zhe, XIE Longpan. Research on Seismic Performance of Prefabricated Concrete Beam-to-Column Joints with New Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 72-79,148. doi: 10.13204/j.gyjzG22081007
[3]	YANG Hong, LIU Qingpei, YANG Xiaoyi. Experimental Research on Anchorage Performance of Rebars Considering Mechanical Characteristics of RC Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 40-49,97. doi: 10.13204/j.gyjzG21060107
[4]	YU Feng, LI Xu, LI Dongang. A STRESS-STRAIN RELATION OF JOINTS CONNECTING CONCRETE-FILLED PVC TUBE COLUMNS WITH CORE STEEL TUBES WRAPPED WITH CFRP STRIPS AND REINFORCED CONNCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 178-185. doi: 10.13204/j.gyjzG21032205
[5]	BAI Zhengxian, BAI Yaritu, LIU Xuechun. MECHANICAL PROPERTIES ANALYSIS OF Z-SHAPED SPLICING JOINT OF CONCRETE- FILLED L-SHAPED STEEL TUBULAR COLUMN AND H-SECTION BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 153-161,194. doi: 10.13204/j.gyjzG20020603
[6]	HUANG Sibai, LI Dongbin, LI Weilong. DIRECT SHEAR TEST OF BEAM-COLUMN JOINTS OF PRESTRESSED PREFABRICATED MONOLITHIC CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 18-23. doi: 10.13204/j.gyjz202005004
[7]	Zhou Tao, Wang Jianguo, Wan Haiying. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF THE BEAM-COLUMN SEMI-RIGID JOINT OF THE CONCRETE-FILLED SQUARE TUBE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 147-149. doi: 10.13204/j.gyjz201403029
[8]	Wang Qingli, Hou Tingting, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 1-7. doi: 10.13204/j.gyjz201303001
[9]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 24-29. doi: 10.13204/j.gyjz201303005
[10]	Wang Qingli, Liu Xiaochen, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 13-17,29. doi: 10.13204/j.gyjz201303003
[11]	Wang Yihong, Zhou Shengdong, Li Hao, Wang Hanwei. EXPERIMENTAL RESEARCH ON RESISTING PUNCHING BEHAVIOR OF THE COLUMN FOOTING NODE OF CFST COLUMN WITH STUDS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 115-119. doi: 10.13204/j.gyjz201202026
[12]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[13]	Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen. EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
[14]	Zhang Jiayuan, Fan Wenli, Ding Wangxing, Ai Zhineng. RESEARCH ON FATIGUE LIFE OF CFST ARCH BRIDGE TUBULAR JOINTS BASED ON THE METHOD OF NATURAL FLAW[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 128-130,137. doi: 10.13204/j.gyjz200901028
[15]	Luo Qinger, Wang Yun, Weng Yuhui, Cheng Wenrang. EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 80-83. doi: 10.13204/j.gyjz200902012
[16]	Wang Bu, Liu Boquan, Wang Pu. EXPERIMENT ON SEISMIC BEHAVIOR OF CFRP - STRENGTHENED EXTERIOR RC FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 102-105,122. doi: 10.13204/j.gyjz200703025
[17]	Ma Shu-fang, Guo Hong-xiang, Zhao Jun-hai, Wei Xue-ying. EXPERIMENT INVESTIGATION ONMULTIBARREL TUBE- CONFINED CONCRETE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 28-30,53. doi: 10.13204/j.gyjz200712006
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028
[20]	Chen Lihua, Li Aiqun, Zhao Ling. PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 56-58,36. doi: 10.13204/j.gyjz200501017