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现浇混凝土空心楼盖试验研究
引用本文:韩冬,夏柱波,何建,王一平.现浇混凝土空心楼盖试验研究[J].低温建筑技术,2010,32(12):30-32.
作者姓名:韩冬  夏柱波  何建  王一平
作者单位:1. 机械工业第六设计研究院,郑州,450007
2. 哈尔滨工程大学航天与建筑工程学院,哈尔滨,150001
基金项目:黑龙江省教育厅科学技术研究项目(11523021); 哈尔滨工程大学大学生科研训练计划(090102011)
摘    要:通过对四边简支拼装棚模现浇混凝土空心楼盖竖向均布荷载作用下的破坏试验,研究了空心楼盖的受力与变形性能,确定了极限承载力,提出了此类楼盖的破坏机构和设计施工建议。

关 键 词:拼装棚模  现浇混凝土空心楼盖  破坏试验

EXPERIMENTAL STUDY OF CAST-IN-SITU REINFORCED CONCRETE HOLLOW SLAB
HAN Dong,XIA Zhu-bo,HE Jian,WANG Yi-ping.EXPERIMENTAL STUDY OF CAST-IN-SITU REINFORCED CONCRETE HOLLOW SLAB[J].Low Temperature Architecture Technology,2010,32(12):30-32.
Authors:HAN Dong  XIA Zhu-bo  HE Jian  WANG Yi-ping
Affiliation:HAN Dong1,XIA Zhu-bo1,HE Jian2,WANG Yi-ping2(1.Sixth Institute of Project Planning and Research of Machinery Industry,Zhengzhou 450007,China,2.College of Aerospace and Civil Engineering,Harbin Engineering Univ.,Harbin 150001,China)
Abstract:This paper focuses on the experimental study of cast-in-situ reinforced concrete hollow slab simply supported at four edges subjected to vertical uniform load.The force and the deformation of this slab are studied,and the ultimate load and the collapse mechanism are determined through the research.The suggestions of design and construction details are also given.
Keywords:ceiling formwork  cast-in-situ reinforced concrete hollow slab  failure test  
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