EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN

Luo Qinger; Zhang Qianpeng; Cheng Wenrang; Wang Yun; Weng Yuhui

doi:10.13204/j.gyjz20081013

Volume 38 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 48-52

Luo Qinger, Zhang Qianpeng, Cheng Wenrang, Wang Yun, Weng Yuhui. EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 48-52. doi: 10.13204/j.gyjz20081013

Citation:

Luo Qinger, Zhang Qianpeng, Cheng Wenrang, Wang Yun, Weng Yuhui. EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 48-52. doi: 10.13204/j.gyjz20081013

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN

doi: 10.13204/j.gyjz20081013

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

Received Date: 2008-03-04
Publish Date: 2008-10-20

Abstract

Abstract

The traditional tenon connection of precast monolithic R.C.frame columns is improved.In which the concrete-filled steel tubular tenon instead of the R.C.tenon and the longitudinal steel bars connected by rolled parallel thread sleeve instead of welding or sleeve-cold-extruding connection technologies.The test results of 6 frame column specimens subjected to low-cycle reversed horizontal load and the test results of construction technologies show that the suggested tenon connection of frame columns is reliable and convenient,and it can be used in the practical engineering.Some suggestions on design and construction are also proposed.
- precast monolithic,
- frame column,
- concrete-filled steel tubular rabbet,
- rolled parallel thread splicing of rebar