EXPERIMENTS AND CALCULATION METHODS ON PERFORMANCE OF PREFABRICATED COLD-FORMED STEEL (CFS) COMPOSITE WALLS FILLED WITH LIGHT MORTAR UNDER AXIAL COMPRESSION

WANG Jingfeng; ZHANG Rong; WANG Wanqian; LIU Chao; ZHANG Huijie; WANG Can

doi:10.13204/j.gyjzG20072110

Volume 51 Issue 8

Nov. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(8): 99-105

Zheng Gang, Zhang Hui-dong, Liu Shuang-ju. ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 65-69,5. doi: 10.13204/j.gyjz200606019

Citation:

WANG Jingfeng, ZHANG Rong, WANG Wanqian, LIU Chao, ZHANG Huijie, WANG Can. EXPERIMENTS AND CALCULATION METHODS ON PERFORMANCE OF PREFABRICATED COLD-FORMED STEEL (CFS) COMPOSITE WALLS FILLED WITH LIGHT MORTAR UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 99-105. doi: 10.13204/j.gyjzG20072110

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EXPERIMENTS AND CALCULATION METHODS ON PERFORMANCE OF PREFABRICATED COLD-FORMED STEEL (CFS) COMPOSITE WALLS FILLED WITH LIGHT MORTAR UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjzG20072110

1. Hefei University of Technology, Hefei 230009, China;
2. Economic and Technological Research Institute of Anhui Electric Power Co., Ltd., Hefei 230000, China;
3. Anhui Advanced Steel Structure Technology and Industrialization Collaborative Innovation Center, Hefei 230009, China

Received Date: 2020-07-04
Available Online: 2021-11-10
Publish Date: 2021-11-10

Abstract

Abstract

With the development of green prefabricated rural building in decades, the traditional cold-formed steel (CFS) wall reveals some shortcomings, such as poor sound insulation, low bearing capacity and weak thermal insulation. In order to improve the performance of walls and the degree of assembly, a novel type of prefabricated light mortar-filled CFS composite walls was developed. A total of six composite walls were tested under axial loading. The failure modes, load-displacement relations, load-strain relations, bearing capacities were studied comprehensively. The parameters including sheathing, filling type, wall thickness, and the number of steel mesh layers were studied. The test results showed that the sheathing, filling type and the thickness of wall panel had great effect on the performance of composite wall panels under axial compression. The number of steel mesh layers appeared no obvious influence on the bearing capacity. Additionally, the calculation method of bearing capacity of the wall panels under axial compression was proposed, and its accuracy was verified by experimental data.

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References

[1]	郝际平,刘斌,邵大余,等.交叉钢带支撑冷弯型钢骨架-喷涂轻质砂浆组合墙体受剪性能试验研究[J].建筑结构学报,2014,35(12):20-28.
[2]	吴函恒,晁思思,刘向斌,等.轻质脱硫石膏改性材料填充冷弯型钢组合墙体抗震性能试验研究[J].建筑结构学报,2020,41(1):42-50.
[3]	周绪红,石宇,周天华,等.冷弯型钢组合墙体抗剪性能试验研究[J].土木工程学报,2010(5):38-44.
[4]	王静峰,鲁萌萌,许尽武,等.轻钢龙骨注浆式复合墙板的抗弯性能研究[J].建筑钢结构进展,2019,21(4):11-18.
[5]	WANG W Q, WANG J F, ZHAO P, et al. Axial Compressive Experiments and Structural Behavior Estimation of CFS Composite Walls Sprayed with LPM[J]. Journal of Building Engineering, 2020(30).Doi: 10.1016/j.jobe.2020.101305.
[6]	HEGYI P, DUNAI L. Experimental Study on Ultra-Lightweight-Concrete Encased Cold-Formed Steel Structures Part Ⅱ:Stability Behavior of Elements Subjected to Compression[J]. Thin-Walled Structures, 2016, 101:100-108.
[7]	中华人民共和国国家质量监督检验检疫总局. 金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1-2010[S]. 北京:中国标准出版社, 2010.
[8]	中华人民共和国建设部. 建筑砂浆基本性能试验方法标准:JGJ/T 70-2009[S]. 北京:中国建筑工业出版社, 2009.
[9]	中华人民共和国国家质量监督检验检疫总局.人造板及饰面人造板理化性能试验方法:GB/T 17657-1999[S]. 北京:中国标准出版社,1999.
[10]	陈军武,范康,高立.填充石膏基复合材料的冷弯型钢组合墙体轴压性能试验研究[J].建筑科学,2018,34(7):48-53.
[11]	中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社,2015.
[12]	中华人民共和国建设部.冷弯型钢结构技术规范:GB 50018-2002[S]. 北京:中国计划出版社,2002.
[13]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社, 2018.

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