| 深圳北站东广场超长结构设计 |
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| 引用本文： | 卢先军,杜亚刚,姬丽丽,陈征. 深圳北站东广场超长结构设计[J]. 建筑结构, 2012, 0(4): 44-49,64 |
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| 作者姓名： | 卢先军 杜亚刚 姬丽丽 陈征 |
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| 作者单位： | 中铁工程设计院(深圳)有限公司;北京城建设计研究总院有限责任公司深圳分院 |
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| 摘 要： | 深圳北站东广场建筑平面尺度较大,因超长产生的温度应力对结构的影响较为显著。根据工程的实际特点和设计中所遇到的一系列问题,对结构设计情况作了系统介绍。并以C区综合换乘中心为例,介绍了温度应力的计算方法,同时介绍了超长结构的相关技术措施。
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| 关 键 词： | 深圳北站 东广场 结构设计 超长结构 温度应力 |
Ultra long structure design of Shenzhen North Station east square |
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| Lu Xianjun,Du Yagang,Ji Lili,Chen Zheng. Ultra long structure design of Shenzhen North Station east square[J]. Building Structure, 2012, 0(4): 44-49,64 |
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| Authors: | Lu Xianjun Du Yagang Ji Lili Chen Zheng |
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| Affiliation: | 1 China Railway Engineering Design Institute(ShenZhen) Co.,Ltd.,Shenzhen 518048,China; 2 Beijing Urban Engineering Design & Research Institute Co.,Ltd.,Shenzhen Branch Institute,Shenzhen 518048,China) |
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| Abstract: | The scale of Shenzhen North Station east square is very large,which is affected notably by the temperature stress.Based on the specialty of this project and the problems encountered during the design stage,the structure design of the project was introduced systematically.The computation method about temperature stress was introduced based on the results of C zone,and the construction measures about ultra long structure were introduced. |
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| Keywords: | Shenzhen North Station east square structure design ultra long structure temperature stress |
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