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中国乒乓球通州国际训练基地主副馆结构设计
曹志毅,阚建忠,干钢,张明山
摘 要

 

(浙江大学建筑设计研究院,杭州 310027)

[摘要]中国乒乓球通州国际训练基地主副馆结构采用了设缝、预应力、钢管混凝土柱等多种结构设计措施来满足结构体系的特点要求以及建筑设计和使用功能的要求。对主副馆结构设计特点和相应的措施进行了介绍。

[关键词]后张法;预应力;沉降缝;钢管混凝土;网架

Structural design on major-minor gymnasium of the International Pingpang Train Base Project of China in Tongzhou

Cao Zhiyi, Kan Jianzhong, Gan Gang, Zhang Mingshan(Architectural Design and Research Institute of Zhejiang UniversityHangzhou 310027China)

Abstract:The structural design of major-minor gymnasium of the International Pingpang Train Base Project of China in Tongzhou was introduced. Various methods were adopted to satisfy the need of the architecture, such as settlement joint, prestressing tendon and concrete-filled steel tubular column. The structural characteristics of the major-minor gymnasium and the corresponding measures were introduced.

Keywords:post-tensioning method; prestress; settlement joint; concrete-filled steel tubular; grid

作者简介:曹志毅,硕士,工程师,Email:cao3079@126.com

参考文献

1]陶学康. 后张预应力混凝土设计手册[M. 北京:中国建筑工业出版社,1996.

2CECS28:90 钢管混凝土结构设计与施工规程[S

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