预制预应力带肋底板-混凝土叠合板双向受力效应理论研究

吴方伯; 黄海林; 陈伟; 周绪红; 刘彪

doi:10.13204/j.gyjz201011015

预制预应力带肋底板-混凝土叠合板双向受力效应理论研究

doi: 10.13204/j.gyjz201011015

1.
1. 湖南大学土木工程学院,长沙410082;
2.
2. 湖南高岭建设集团股份有限公司,长沙410153

基金项目:

国家自然科学基金项目(50978090);国家科技进步二等奖(2008-J-221-2-07)

详细信息

作者简介:
吴方伯，男，1959年出生，教授，博士生导师。E－mail:wfbprof@163.com

中图分类号: TU378.5
计量
- 文章访问数: 65
- HTML全文浏览量: 2
- PDF下载量: 121
- 被引次数: 0
出版历程
- 收稿日期: 2010-03-11
- 刊出日期: 2010-11-20

THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL

1.
1. College of Civil Engineering Hunan University,Changsha 410082,China;
2.
2. Hunan Gaolin Construction Group Stock Limited Company,Changsha 410153,China

摘要

摘要: 为解决现有预应力混凝土叠合板存在的问题，提出由预制预应力带肋底板(肋上预留孔洞)与后浇混凝土叠合形成的双向楼板。针对该叠合板独特的结构形式以及预制底板与后浇混凝土的整体作用，提出该楼板双向受力性能。借助有限元程序ANSYS10.0进行楼板模拟，通过大量计算研究该楼板双向受力效应的存在及变化规律，为深入开展该楼板结构性能的研究提供依据。
- 预制 /
- 预应力混凝土 /
- 带肋底板 /
- 叠合板 /
- 双向受力效应 /
- 理论研究
Abstract: New type of two-way concrete composite slab with precast prestressed ribbed panel(including preparative holes in the rib) is put forward to solve the problems in traditional prestressed concrete composite floor.Based on the particular structural feature and integral action between precast ribbed panel and combined interface concrete two-way effects are proposed.The finite element analysis by ANSYS10.0 program is conducted.The existence and the variation tendency of two-way effects under the loads in different conditions are researched by large numbers of models,which provides a basis for the further investigation on property of the floor structure.
- precast /
- prestressed concrete /
- ribbed panel /
- composite slab /
- two-way effect /
- theoretical study

HTML全文

参考文献(10)

P C J.Composite Structure Methods[M].McGraw-Hill BookCompany inc,1976: 121-150.

[2] 装配整体梁板研究专题科研组.装配整体梁板设计方法的试验研究[J].建筑结构学报,1980(6): 1-19.

[3] Zoltn V Nagy I S.Composite Slab Design[M].1998:14-16.

[4] Sebastian W M,Mcconnel R E.Nonlinear FE analysis of steel －concrete composite structures [J].Journal of StructuralEngineering.2000,126(6): 662-674.

[5] Izzuddin B A,Tao X Y,Elghazouli A Y.Realistic modeling ofcomposite and reinforced concrete floor slabs under extremeloading.I: Analytical method [J].Journal of StructuralEngineering.2004,130(12): 1972-1984.

[6] 吴方伯,郑伦存,曾垂军.PK 预应力混凝土叠合楼盖体系探讨[J].建筑技术开发,2005,32(4): 23-24.

[7] 周旺华.现代混凝土叠合结构[M].北京: 中国建筑工业出版社,1998: 1-10.

[8] 吴方伯.一种带肋预应力钢筋混凝土预制构件板[P].中国: 200410046665.2,2005-03-23.

[9] 吴方伯.一种钢筋混凝土拼装楼板[P].中国:200420036194.2,2005-07-27.

[10] 钱永梅,邹超英,尹新生.混凝土单向薄板叠合成矩形板的双向受力性能分析[J].哈尔滨建筑大学学报,2002,35(1):39-42.

施引文献

资源附件(0)

访问统计