[1]丁大益,郑 岩,马冬霞,等.合肥新桥国际机场航站楼结构设计[J].西安建筑科技大学学报:自然科学版,2013,45(01):18-30,57.[doi:10.15986/j.1006-7930.2013.01.004]
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合肥新桥国际机场航站楼结构设计()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年01期
页码:
18-30,57
栏目:
出版日期:
2013-02-28

文章信息/Info

文章编号:
1006-7930(2013)01-0018-13
作者:
丁大益1; 2; 郑 岩2; 马冬霞2; 王元清3; 罗永峰4; 蒋湘闽2; 王 健2; 刘 威2; 邵庆良2; 舒 畅3
(1.合肥工业大学土木与水利工程学院,安徽 合肥 230009; 2.中国五洲工程设计集团有限公司,北京 100053; 3.清华大学土木工程安全与耐久教育部重点实验室,北京 100073; 4.同济大学建筑工程系,上海 200092)
关键词:
结构体系; 大跨度钢结构; 箱型截面壁板稳定; 转换节点
Keywords:
structure system;  long span steel structure;  box section wallboard stabile;  switching node
分类号:
TU228
DOI:
10.15986/j.1006-7930.2013.01.004
文献标志码:
A
摘要:
合肥新桥国际机场航站楼结构超长,平立面布置复杂.对该工程结构设计中的关键技术问题进行了介绍,包括结构体系选择、荷载分析、抗震设计分析、超长结构温度影响、大尺寸钢箱型截面壁板稳定研究和转换节点性能研究等,解决了箱型截面与立体桁架的转换、预应力钢筋混凝土梁与钢骨柱的连接、单层索网式玻璃幕墙与主体结构共同工作等问题,简化了复杂体型建筑的结构布置,提高了结构整体性能.工程所采用的结构体系及节点连接构造对于其他大型公共建筑具有很好的借鉴作用
Abstract:
Hefei Xinqiao International Terminal structure is complex and long. The paper introduces the key point of technology of the structure design of the project, which include the choice of structure system, analysis of load and seismic design, temperature influence of over length structure, research of over sized steel box section wallboard stabile and research of switching node, etc. Many problems, over solved such as, the transfer between box section and partial struss, the connection of prestressed reinforced concrete and steel framework column. The single layer cable-net glass curtain wall is working together with main body structure, all that methods made the construction of complex building body simple, which enhanced structure integrity. The connection between structure system and node construction is a good example for some large size public buildings

参考文献/References:

[1] 建筑抗震设计规范 GB500011-2001[S].

Code for seismic design of buildings GB50011-2001[S].

[2] 舒 畅, 丁大益, 高阳 , 等. 合肥新桥国际机场航站楼索支承点支式玻璃幕墙的设计分析[J]. 建筑科学, 2012,28(1): 88-92.

SHU Chang, DING Da-yi, GAO Yang, et al. Design and Analysis of Cable Net Curtain Walls of Hefei Xinqiao International Airport Terminal [J].Building Science, 2012, 28(1): 88-92.

[3] 建筑抗震设计规范 GB500011-2010[S].

Code for seismic design of buildings GB50011-2010[S].

[4] 陈 炯, 路志浩. 论地震作用和钢框架板件宽厚比限值的对应关系 ( 上)[J]. 钢结构,2008,23(5):38-44.

CHEN Jiong, LU Zhi-hao. Corresponding Relationship of Seismic Action and Limiting Width-Thickness Ratios of Steel Frames(I)[J].Steel Construction,2008,23(5):38-44.

[5] 陈 炯, 路志浩. 论地震作用和钢框架板件宽厚比限值的对应关系 ( 下)[J]. 钢结构,2008,23(6):51-58.

CHEN Jiong, LU Zhi-hao. Corresponding Relationship of Seismic Action and Limiting Width-Thickness Ratios of Steel Frames(II)[J].Steel Construction,2008,23(6):51-58.

[6] 罗永峰,李海锋,李德章,等.反复水平荷载下常偏压箱形钢柱抗震性能试验[J].同济大学学报:自然科学版,2012,40(3):344-352.

LUO Yong-feng, LI Hai-feng, LI De-zhang, et al. Experimental Study on Seismic Behavior of Eccentrically Constant-compressed Steel Box Column Under Cyclically Lateral Loading [J].Journal of Tongji University Natural Science, 2012,40(3):344-352.

[7] 丁大益,王元清,刘莉媛,等.合肥新桥国际机场航站楼转换节点受力性能试验研究[J].建筑结构学报,2011,32(12):108-117.

DING Da-yi, WANG Yuan-qing, LIU Li-yuan, et al. Experiment on truss-to-box girder connection models of the Hefei Xinqiao International Airport Terminal [J].Journal of Building Structures, 2011,32(12):108-117.

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备注/Memo

备注/Memo:
收稿日期:2012-07-18 修改稿日期:2013-01-13
作者简介:丁大益(1963-),男,安徽六安人,教授级高级工程师,一级注册结构工程师,主要从事钢结构设计研究.
更新日期/Last Update: 2015-10-05