STRUCTURAL DESIGN AND CONSTRUCTION OF NATATORIUM WITH DOUBLE-FLOOR SWIMMING POOLS IN HARBIN INSTITUTE OF TECHNOLOGY

Bai Chongxi; Xin Yu; Zheng Wenzhong

doi:10.13204/j.gyjz200911031

Volume 39 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 132-136,89

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Bai Chongxi, Xin Yu, Zheng Wenzhong. STRUCTURAL DESIGN AND CONSTRUCTION OF NATATORIUM WITH DOUBLE-FLOOR SWIMMING POOLS IN HARBIN INSTITUTE OF TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 132-136,89. doi: 10.13204/j.gyjz200911031

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STRUCTURAL DESIGN AND CONSTRUCTION OF NATATORIUM WITH DOUBLE-FLOOR SWIMMING POOLS IN HARBIN INSTITUTE OF TECHNOLOGY

doi: 10.13204/j.gyjz200911031

1.
1. School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;
2.
2. The Architectural Design and Research Institute,Harbin Institute of Technology,Harbin 150090,China

Received Date: 2008-12-22
Publish Date: 2009-11-20

Abstract

Abstract

According to the condition of the natatorium with double-floor swimming pools in Harbin Institute of Technology,the standards for controlling crack and deformation of prestressed frame supporting the match pool is given.The process of arranging prestressing reinforcements and non-prestressed reinforcements in frame beam and frame column is introduced in detail.In order to avoid colliding of reinforcements in frame beam and frame column and ensure the safety of local compression and joint,the distribution of reinforcements and the measures for tension and anchorage are highlighted.Anchorage technique for prestressing reinforcements in frame column is presented.The principle of grouting and selecting of grout for frame beam and frame column are given.
- prestressed beam,
- prestressed column,
- crack control,
- deformation control,
- anchor plate

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References(9)

References

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GB 500112001建筑抗震设计规范[S].

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[4] ACI Committee 318.Building code requirements for structural concreteand commentary(ACI 318M-05)[S].American Concrete Institute,Detroit,2005.

[5] 郑文忠,王英.预应力混凝土房屋结构设计统一方法与实例[M].哈尔滨:黑龙江科学技术出版社,1998:149-150.

[6] 张昊宇,郑文忠.对用名义拉应力控制预应力混凝土受弯构件裂缝宽度方法的两点改进[J].铁道科学与工程学报,2006,3(6):25-30.

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[9] 张博一,郑文忠,王英.组合框架梁中两种内置预应力钢桁架的对比分析[J].钢结构,2007,22(8):60-63.

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