EXPERIMENTAL STUDIES ON THE FLEXURAL BEHAVIOR OF ASSEMBLED MONOLITHIC RC COLUMNS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE

Zhi Zhengdong; Zhang Dachang; Xun Yong; Li Yunfei

doi:10.13204/j.gyjz201212007

Volume 42 Issue 12

Dec. 2014

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Citation:

Zhi Zhengdong, Zhang Dachang, Xun Yong, Li Yunfei. EXPERIMENTAL STUDIES ON THE FLEXURAL BEHAVIOR OF ASSEMBLED MONOLITHIC RC COLUMNS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 25-29. doi: 10.13204/j.gyjz201212007

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EXPERIMENTAL STUDIES ON THE FLEXURAL BEHAVIOR OF ASSEMBLED MONOLITHIC RC COLUMNS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE

doi: 10.13204/j.gyjz201212007

1.
1. School of Civil Engineering,Yancheng Institute of Technology,Yancheng 224051,China;
2.
2. College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China

Received Date: 2012-06-15
Publish Date: 2012-12-20

Abstract

Abstract

Two assembled monolithic RC columns with precast external shell and cast-in-place core concrete and one cast-in-place RC column were fabricated.Their bending capacities were tested.The failure process and failure modes of the columns were studied.Besides,the load deflection relation,the strain developments of main bars were compared.Also the cracking load and ultimate capacity were investigated.It can be concluded that the new-type assembled monolithic RC columns have good flexural behavior as the same as the cast-in-place RC column.Based on the test results,a calculation method is provided,it can be referred for the design of this kind of columns
- reinforced concrete column,
- assembled monolithic column,
- flexural behavior,
- bearing capacity,
- ultimate load

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References(12)

References

[2] 蒋勤俭.国内外装配式混凝土建筑发展综述[J].建筑技术,2010,41(12):1074-1077.

严薇,曹永红,李国荣.装配式结构的发展与建筑工业化[J].重庆建筑大学学报,2004,26(5):131-136.

[3] 服部覚志,竹内博幸,山浦一郎,等.2面外殻プレキャスト工法によるプレキャスト梁部材製作.施工実験[J].コンクリート工学年次論文集,2001,23(2):1255-1260.

[4] 都祭弘幸,山浦一郎,渕上勝志,等.外殻プレキャストを用いた市街地における超高層RC造の施工広島市のアーバンビューグランドタワー[J].コンクリート工学,2003,41(11):57-62.

[5] 许谋奎,柳炳康.装配式大板结构接合部抗震性能研究[J].合肥工业大学学报:自然科学版,2006,26(3):379-383.

[6] 李晨光,刘航,高鸿升,等.新整体预应力装配式板柱体系试验和工程实践[J].建筑技术,2000,31(12):838-839.

[7] 徐栋,项海帆,黄鼎业,等.装配式无粘结预应力混凝土盖梁模型试验[J].结构工程师,1999,25(1):30-33.

[8] JG/T0062005预制预应力混凝土装配整体式框架(世构体系)技术规程[S].

[9] 支正东.外壳预制核心现浇装配整体式RC结构体系的关键技术研究[D].南京:南京工业大学,2008.

[10] 张大长,支正东,卢中强,等.外壳预制核心现浇RC梁抗弯承载力的试验研究[J].工程力学,2009,25(5):164-170.

[11] 过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003:75-77.

[12] 龙炳煌,范华冰.一个具有轴压比和配筋率参数的开裂弯矩计算公式[J].工程建设与设计,2006,27(6):27-29.

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