加劲肋空心管现浇钢筋混凝土无梁楼盖受力性能试验研究

杨伟军; 张振浩; 刘赪炜

doi:10.13204/j.gyjz201009013

加劲肋空心管现浇钢筋混凝土无梁楼盖受力性能试验研究

doi: 10.13204/j.gyjz201009013

1.
长沙理工大学桥梁与结构工程学院,长沙410076

基金项目:

国家863计划资助项目(2002AA001015)

详细信息

作者简介:
杨伟军，男，1962年出生，教授，博士生导师。E－mail:Chinakexue@126.com

中图分类号: TU375
计量
- 文章访问数: 128
- HTML全文浏览量: 5
- PDF下载量: 128
- 被引次数: 0
出版历程
- 收稿日期: 2009-11-24
- 刊出日期: 2010-09-20

EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR

1.
College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076,China

摘要

摘要: 加劲肋空心管现浇钢筋混凝土无梁楼盖是一种新型的空心无梁楼盖体系。为了了解这种楼盖体系的受力性能，开展四边简支楼盖模型试验。试验表明，这种楼盖体系具有承载力高、刚度大、延性好的受力性能。根据试验现象，提出将加劲肋空心管无梁楼盖比拟成正交异性薄板的理论分析方法，根据理论计算结果与试验实测结果的对比，表明该方法是正确合理的，计算结果与试验结果吻合良好。
- 加劲肋空心管 /
- 现浇钢筋混凝土无梁楼盖 /
- 试验 /
- 比拟正交异性板 /
- 刚度
Abstract: Stiffening ribbed hollow pipe cast-in-place reinforced concrete girderless floor is a new style hollow girderless floor system. Model experimental research on simply-supported floor has been done on this new kind of floor system. The experiment results show that the floor system has the mechanical property of high bearing capacity,big rigidity and good tensility. A theoretical method is presented that the stiffening ribbed hollow pipe girderless floor can be analyzed by converting it equivalently to orthotropic solid slab. It is indicated that the method is correct and reasonable according to the contrast of theoretical calculated results and experimental measured results. The theoretical results coincide with the measured results well.
- stiffening ribbed hollow pipe /
- cast-in-place reinforced concrete girderless floor /
- experiment /
- analogous orthotropic plate /
- rigidity

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参考文献(8)

[2] 陈静茹.现浇钢筋混凝土空心板无梁楼盖体系的分析研究[D].武汉:武汉理工大学，2003.

黄炎.弹性薄板理论[M].长沙:国防科技大学出版社，1992.

[3] Yang Wei Jun， Zhang Zhen Hao， Liu Chen Wei，etc.Experimental Study on Simply Supported Slab of ReinforcedConcrete Stiffening Ribbed Hollow Pipe Girderless Floor[J].Advances in Structural Engineering，2006:1502-1507.

[4] 沈蒲生.楼盖结构设计原理[M].北京:科学出版社，2003.

[5] Sherif Alaa G，Dilger Walter H.Test of Full-Scale ContinuousReinforced Concrete Flat Slabs[J].ACI STRUCTURALJOURNAL，2000，97(3):95-99.

[6] 胡肇滋，吴宜凤.箱梁桥跨结构比拟正交构造异性板的刚度计算[C]∥全国桥梁结构学术大会，1992:368-371.

[7] Abdul Wahab Hashim M S，Khalil Mohammad H.Rigidity andStrength of Orthotropic Reinforced Concrete Waffle Slabs[J].Journal of Structural Engineering，2000:124-127.

[8] Yang Weijun，Jiang Yaohua，Bing Han，et al.ExperimentalStudy on Honeycombed-Core Reinforced Concrete Hollow Floorwith Four Edges Simply Supported[J].Advances in StructuralEngineering，2006:1497-1501.

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