[1]曲晓灵,陈海智.郑州新郑国际机场航站楼钢结构屋盖施工稳定性控制技术研究[J].中国安全生产科学技术,2011,7(6):23-28.
Qu Xiao-ling,Chen Hai-zhi.Research on comprehensive construction technology of steel roof in Zhengzhou Xinzheng international airport terminal[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(6):23-28.
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郑州新郑国际机场航站楼钢结构屋盖施工稳定性控制技术研究()
Qu Xiao-ling,Chen Hai-zhi.Research on comprehensive construction technology of steel roof in Zhengzhou Xinzheng international airport terminal[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(6):23-28.
《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]
- 卷:
- 7
- 期数:
- 2011年6期
- 页码:
- 23-28
- 栏目:
- 学术论著
- 出版日期:
- 2011-06-30
文章信息/Info
- Title:
- Research on comprehensive construction technology of steel roof in Zhengzhou Xinzheng international airport terminal
- 文章编号:
- 1673-193X(2011)-06-0023-06
- Keywords:
- Steel structures; High-altitude slip law; Construction
- 分类号:
- X947
- DOI:
- -
- 文献标志码:
- A
- 摘要:
- 郑州新郑国际机场航站楼工程,由于建筑造型需要,采用了大跨度曲线连续空间桁架屋盖钢结构。此结构形式跨度大、施工工艺复杂,工程难度较大。施工过程中,通过采用分段制作、地面拼装、高空成型、积累滑移等工艺,成功地解决了大跨度曲线连续空间桁架屋盖施工的技术难题。通过对在原有的滑移工艺进行多方面的改进和突破,该工程在经济、技术水平和缩短工期方面都取得了明显的进步和提高,对类似屋盖工程施工具有一定的参考和借鉴意义。
- Abstract:
- For the requirement of architectural style, the steel construction of the continuous spatial curve truss roof of?large span was applied in Zhengzhou Xinzheng International Airport terminal project. This structural style has large span, complex construction technology, and high engineering difficulty. In the construction process, the construction?problem of the continuous spatial curve truss roof of large span has been solved?successfully using the construction technology of ground assembling, assembled?at high altitude, and the method of accumulative slipping installation.?By various improvements and breakthroughs of the original slip technology, this project made significant development in economic, technical and time saving, which could provide reference for the similar roof constructions.
参考文献/References:
［1］中华人民共和国国家标准《钢结构工程施工质量验收规范》( GB50205) 建设部，2001. National standards of P.R.C for Acceptance of Construction Quality of Steel Structures (GB50205). Ministry of Construction, 2001.［2］鲍广鍵等，广州新白云国际机场航站楼钢结构整体曲线滑移施工技术［J］，建筑结构学报，2002年10月，第23卷第5期, P 90-96Bao Guangjian. A Curved Sliding Construction Technology for Main Building of Terminal of Guangzhou New Baiyun International Airport [J]. Journal of Building Structures, 2002.10, vol.23 (5)：P 90-96［3］张玉龙，施工现场的风险管理应用研究[J]，中国安全生产科学技术，2010年8月，第6卷第4期，P145-148Zhang Yulong. Research on Risk Management Application of Construction Site. Journal of Safety Science and Technology. 2010.8 Vol.6 (4):P145-148［4］束伟农 朱忠义，钢结构在机场航站楼工程中的应用[J]，施工技术，2011年01月，第40卷第1期，P36-40Shu Weinong, Zhu Zhongyi. Application of Steel Structure in Airport Terminal Building. Construction Technology. 2011.1, vol40(1)：P36-40［5］肖克艰，罗昱，杨文等，成都双流国际机场T2航站楼钢屋盖稳定性研究[J]，建筑结构，2010年9月. 第40卷第9期， P6-10Xiao Kejian, Luo Yu, Yang Wen. Stability of the steel roof system of Chengdu Shuangliu International Airport T2 Building. Building Structure. 2010.9. vol. 40 (9) ：P6-10［6］ 陈月宵，安全与质量的协同管理研究[J]，中国安全生产科学技术，2007年4月，第3卷第2期，P125-127Chen Yuexiao. Synergistic Management of Safety and Quality. Journal of Safety Science and Technology. 2007.4, Vol.3 (2)：P125-127［7］宋林，郑州新郑国际机场钢结构施工技术[J]，钢结构，2009年第2期，第24卷总第117期，P67-72Song Lin. Construction Technology of Steel Structures for Zhengzhou Xinzheng International Airport Project. Steel Construction. 2009.2, Vol. 24(117)：P67-72［8］杨立龙 张景新，郑州新郑国际机场钢结构滑移施工技术［C］，中国钢结构协会四届四次理事会暨2006年全国钢结构学术年会论文集，2006Yang Lilong, Yang Jingxin. The Sliding Construction Technology of Steel Structure on Zhengzhou Xinzheng International Airport. 4th Council of China Steel Construction Society & China Steel Construction Annual Conference 2006, 2006.［9］Makelaien, Pentti. Stability of arched roof made of profiled steel sheeting. International Specialty Conference on Cold-Formed Steel Structures. 1990, P131-148,［10］Scholz H. Parametric Study of the Sway Index for the Stability of Low-rise Pitched-roof Portal Steel Frames. Civil Engineering in South Africa, Vol. 26, n5-6. P227-236. 1984.5.［11］Silvestre N. On the Design and Safety Checking of Unbraced Pitched-roof Steel Frames. Journal of Constructional Steel Research. V26, n1-3. P328-330. 1998.4.［12］Blaauwendraad, Johan. Ponding on Light-weight Flat Roofs: Strength and Stability. Engineering Structures. V29, n5. P832-849. 2007.5.［13］Mastrogiuseppe, Rogers. Influence of Nonstructural Components on Roof Diaphragm Stiffness and Fundamental Periods of Single-storey Steel Buildings. Journal of Constructional Steel Research. Vol.64, P214-227. 2008.2.
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备注/Memo
- 备注/Memo:
- 收稿日期：2011-05-12
