EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME

Luo Qinger; Wang Yun; Weng Yuhui; Cheng Wenrang

doi:10.13204/j.gyjz200902012

Volume 39 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(2): 80-83

CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002

Citation:

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

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF BEAM-COLUMN JOINT OF PRECAST MONOLITHIC R. C. FRAME

doi: 10.13204/j.gyjz200902012

1.
1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. Innovation Research Department of Vanke Co.,Ltd.,Shenzhen 518049,China

Received Date: 2008-02-20
Publish Date: 2009-02-20

Abstract

Abstract

The contrast tests of one precast monolithic R. C. frame in terior column joint and one cast-in-situ R. C. frame interior column joint are presented. The test results indicate that it is reliable that the rolled parallel thread splicing of rebar is adopted in the rebar of beam in alveolus connection; and that the effect of rebar in the slab on bending moment capacity of the beam negative moment is remarkable and can't be neglected, or the principle of strong column, weak beam can not be satisfied.
- precast monolithic,
- beam-column joint,
- floor slab,
- rolled parallel thread splicing of rebar

FullText(HTML)

References(7)

References

.CECS 43: 92 钢筋混凝土装配整体式框架节点与连接设计规程[S].

[2] .GB 50010-2002 混凝土结构设计规范[S].

[3] .程文 , 李爱群, 张晓峰, 等. 钢筋混凝土柱的轴压比限值[J]. 建筑结构学报, 1994, 15(6): 25-30.

[4] .JGJ 101-96建筑抗震试验方法规程[S].

[5] .唐九如. 钢筋混凝土框架节点抗震[M]. 南京: 东南大学出版社, 1989

[6] .JG 163-2004 滚轧直螺纹钢筋连接接头[S].

[7] .吴成材, 杨熊川, 王金平, 等. 钢筋连接技术手册[M]. 2 版. 北京: 中国建筑工业出版社, 2005: 359-384.

Relative Articles

[1]	QIN Wenbo, ZHOU Cheng, CHEN Jian, WANG Fan, LIU Wenli. Digital Twin-Based Platform Framework for Metro Bridge and Tunnel Structure Service[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 43-50. doi: 10.3724/j.gyjzG24010401
[8]	Zhong Xiaoping, Jin Weiliang. FRAMEWORK OF DESIGN THEORY OF WHOLE LIFE-CYCLE PERFORMANCE IN CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 1-9. doi: 10.13204/j.gyjz201308001
[9]	Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016
[10]	Liu Jinrong, Deng Yongsheng, Jiang Chun, Yang Jianjiang. STUDY ON SEISMIC DESIGN CRITERION OF EXISTING STRUCTURE IN RE-SERVICE PERIOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 23-25. doi: 10.13204/j.gyjz200705006
[11]	Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
[12]	Zhang Junzhi, Su Xiaozu. A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012
[13]	Shao Jinsong, Liu Weiqing. CALCULATION OF RELIABILITY OF EXISTING MEMBERS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 47-50. doi: 10.13204/j.gyjz200408016