预制填充轻质聚合物浆料的冷弯薄壁型钢组合墙板抗剪性能试验研究

王静峰; 汪皖黔; 张荣; 刘超; 张慧洁; 王灿

doi:10.13204/j.gyjzG20070402

预制填充轻质聚合物浆料的冷弯薄壁型钢组合墙板抗剪性能试验研究

doi: 10.13204/j.gyjzG20070402

1. 合肥工业大学, 合肥 230009;
2. 国网安徽省电力有限公司经济技术研究院, 合肥 230000;
3. 先进钢结构技术与产业化安徽省协同创新中心, 合肥 230009

基金项目:

国家自然科学基金项目（51478158，51178156）；教育部新世纪优秀人才支持计划（NCET-12-0838）；协同创新项目（GXXT-2019-005）。

详细信息

作者简介:
王静峰,男,1976年出生,博士,教授。电子信箱:jfwang008@163.com

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- 被引次数: 0
出版历程
- 收稿日期: 2020-07-04
- 网络出版日期: 2021-11-11

EXPERIMENTAL STUDY ON SHEAR PERFORMANCES OF PREFABRICATED COLD-FORMED THIN-WALL STEEL WALLS FILLED WITH LIGHT WEIGHT POLYMER MORTAR

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

摘要

摘要:
为提高墙板抗剪性能和装配化程度，研发一种预制填充轻质浆料的冷弯薄壁型钢组合墙板，进行了6片组合墙板的抗剪性能试验，对其破坏特征、荷载-位移关系曲线、承载力、延性进行分析，研究了有无水泥纤维面板、浆料类型、墙板厚度、钢丝网层数等参数对组合墙板抗剪性能的影响。试验结果表明：有无覆板、浆料类型对组合墙板承载力和延性有较大影响，两侧覆有水泥纤维板的墙板承载力可提高74%左右，水泥基浆料-墙板较石膏基-浆料墙板承载力提高38.4%左右；钢丝网层数对组合墙板的抗剪承载力无明显影响，但可以提高墙体延性。
- 轻质浆料 /
- 预制冷弯薄壁型钢浆料组合墙 /
- 抗剪性能
Abstract:
To improve the performances of shear walls and the assembly degrees, a novel type of prefabricated cold-formed thin-wall steel walls filled with light weight polymer mortar (LPM) was developed. The shear performance test for six shear walls were conducted. The failure modes, load-displacement relations, shear capacity, ductility were studied comprehensively. The influence factors including presence or absence of cement-fiber panels, mortar types, wall thickness, and the layers of steel wire gauze were studied. The test results showed that the panels and mortar types had great effect on the failure modes, shear bearing capacity and ductility of shear walls, the panels on both sides could increase the bearing capacity of shear walls by 74%. The bearing capacity of shear walls filled with cement-based LPM could be 38.4% higher than that of walls filled with gypsum-based LPM. The layers of steel wire gauze had no obvious influence on the shear bearing capacity but had a great influence on the ductility of wall panels.
- light weight polymer mortar /
- prefabricated composite cold-formed thin-wall steel-mortar walls /
- shear performance

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参考文献(13)

[1]	王彦敏, 诸葛耿华, 陈新豪, 等.冷弯薄壁型钢龙骨式结构住宅体系节能介绍[J]. 建筑结构, 2006(7):103-104.
[2]	张瑞, 许志钢, 樊汞江.薄钢结构技术体系在我国的发展现状研究[J]. 建筑技术开发, 2018, 45(10):70-71.
[3]	李科龙, 郝际平, 田黎敏, 等.喷涂式轻质砂浆-冷弯薄壁型钢组合墙体立柱压弯性能研究[J]. 建筑结构学报, 2016, 37(11):97-105.
[4]	郝际平, 刘斌, 邵大余, 等.交叉钢带支撑冷弯薄壁型钢骨架-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.
[5]	吴函恒, 晁思思, 刘向斌, 等.轻质脱硫石膏改性材料填充冷弯薄壁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.
[6]	WANG W Q, WANG J F, ZHAO P, et al. Axial Compressive Experiments and Structural Behaviour Estimation of CFS Composite Walls Sprayed with LPM[J]. Journal of Building Engineering, 2020, 30(7).https://doi.gov./10.1016/j.jobe.2020.101305.
[7]	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.
[8]	中华人民共和国住房和城乡建设部.低层冷弯薄壁型钢房屋建筑技术规程:JGJ 227-2011[S]. 北京:中国建筑工业出版社, 2011.
[9]	中华人民共和国住房和城乡建设部.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.
[10]	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.
[11]	中华人民共和国建设部.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.
[12]	中华人民共和国住房和城乡建设部.建筑抗震试验方法规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.
[13]	European Convention for Construction Steelwork (ECCS). Recommended Testing Procedure for Assessing the Behavior of Structural Steel Elements Under Cyclic Loads[S]. Brussels:ECCS, 1986.