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

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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:

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

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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