Metal Roofing System Design of China-Korea City Pavilion

Bin Xu; Xiwen Liu; Yizhen Zu; Xin Huang

doi:10.13206/j.gjgS25112101

Volume 41 Issue 7

Jul. 2026

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Bin Xu, Xiwen Liu, Yizhen Zu, Xin Huang. Metal Roofing System Design of China-Korea City Pavilion[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 47-53. doi: 10.13206/j.gjgS25112101

Citation:

Bin Xu, Xiwen Liu, Yizhen Zu, Xin Huang. Metal Roofing System Design of China-Korea City Pavilion[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 47-53. doi: 10.13206/j.gjgS25112101

Bin Xu, Xiwen Liu, Yizhen Zu, Xin Huang. Metal Roofing System Design of China-Korea City Pavilion[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 47-53. doi: 10.13206/j.gjgS25112101

Citation:

Bin Xu, Xiwen Liu, Yizhen Zu, Xin Huang. Metal Roofing System Design of China-Korea City Pavilion[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 47-53. doi: 10.13206/j.gjgS25112101

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Metal Roofing System Design of China-Korea City Pavilion

doi: 10.13206/j.gjgS25112101

China IPPR International Engineering Corporation, Beijing 100089, China

Received Date: 2025-11-21
Available Online: 2026-09-01

Abstract

Abstract

The roof structure of the China-Korea City Pavilion features a bidirectional free-form surface design. The building’s facade primarily consists of glass and aluminum panel curtain walls. The roof envelope applies an aluminum-magnesium-manganese panel standing seam roofing system. The roof of each exhibition hall is equipped with glass skylights for natural lighting. Taking this project as an example，this paper discusses the key technical points of structural design in metal roof systems，including drainage design， purlin design，deformation release，and wind uplift resistance testing.
- metal roofing,
- standing seam,
- drainage design,
- purlin design,
- deformation release,
- wind uplift resistance

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References(12)

References

[1]	徐斌，祖义祯，黄鑫，等.中韩城市馆屋盖结构设计[J].工程建设与设计，2024（19）：9-13.
[2]	徐斌，祖义祯，黄鑫，等.中韩城市馆张弦结构屋盖施工方案论证、施工过程数值模拟与监控[J].工程建设与设计，2025（3）： 181-185.
[3]	寇继超，张林飞，刘宝辉.西安咸阳国际机场三期金属屋面设计与施工[J].中国建筑防水，2025（6）：45-49.
[4]	中华人民共和国住房和城乡建设部.建筑结构荷载规范： GB 50009—2012[S].北京：中国建筑工业出版社，2012.
[5]	中华人民共和国住房和城乡建设部.压型金属板工程技术规范：GB 50896—2013[S].北京：中国计划出版社，2013.
[6]	FM Global. Class 1 panel roofs：FM Approvals 4471∶2010[S]. Johnston：Factory Mutual Research Corporation，2010.
[7]	ASTM International. Standard test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference：ASTM E1592-05[S]. West Conshohocken： ASTM International，2005.
[8]	CSA. Standard test method for the dynamic wind uplift resistance of membrane-roofing systems：CSA A123. 21：20（R2025）[S]. Washington：CSA Group，2020.
[9]	金属围护行业协会.建筑金属围护系统检测与认证：MCISMBE-05∶2013[S].澳门：金属围护行业协会，2013.
[10]	马志杓，隋松瑞，刘志鑫，等.金属屋面系统抗风揭试验解析[J].建筑技术，2022，53（8）：961-964.
[11]	阮春辉.大型公共建筑金属屋面抗风揭设计与施工技术[J].中国建筑金属结构，2025，24（9）：68-71.
[12]	中华人民共和国住房和城乡建设部.钢结构工程施工质量验收标准：GB 50205—2020[S].北京：中国计划出版社，2020.