Case Study of Structural Design and Construction Process Analysis for an Aluminum Alloy Free Form Reticulated Shell of Nanjing Niushou Mountain

IF 1.1 Q3 ENGINEERING, CIVIL
Yunan Cai, Shaole Yu, Lianping Yang, Meng Wang, Y. Ouyang, Jian Yin, Hui Lin, Xiaoyang Sun, H. Chen
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引用次数: 0

Abstract

The aluminum alloy reticulated shell structure of Nanjing Niushou Mountain, the largest single-layer aluminum alloy reticulated shell in Asia, is 227m long from south to north, 130m spanning from east to west. In the design process, the aluminum alloy reticulated shells has been established, then the whole stability of the structure was analyzed to get the first six buckling modes and the safety factors through elastic and elastic-plastic analyses of the whole process. According to the complex construction conditions and the difficulties of construction for a super-large free form reticulated shell, a block fabrication accompanied by step-by-step launching erection process was introduced for economical and in-site safe construction. From construction economy, four different sliding systems have been prepared and compared to enhance the construction efficiency. Also four stages in each sliding system were assumed as their key construction steps through trial calculation and conceptual judgment. Thus, the construction process analysis model in each stage was analyzed and simulated respectively according to the key construction steps. The analysis results show that the safety factor of the reticulated shell structure meets the requirements of the specification, and that the selected sliding construction scheme satisfies the construction requirement on the special construction condition. This report provides an effective reference on future practical application.
南京牛寿山铝合金自由形式网壳结构设计与施工工艺分析实例
南京牛首山铝合金网壳结构是亚洲最大的单层铝合金网壳,南北长227m,东西跨度130m。在设计过程中,建立了铝合金网壳结构,通过对整个过程的弹性和弹塑性分析,对结构的整体稳定性进行了分析,得到了前六种屈曲模式和安全系数。针对超大型自由式网壳结构施工条件复杂、施工难度大的特点,介绍了一种分块拼装、分步顶升的施工工艺,以达到经济、现场安全施工的目的。从施工经济角度出发,编制了四种不同的滑动系统,并进行了比较,以提高施工效率。通过试算和概念判断,假设每个滑动系统的四个阶段为其关键施工步骤。因此,根据关键施工步骤,分别对各阶段的施工过程分析模型进行了分析和仿真。分析结果表明,该网壳结构的安全系数满足规范要求,选定的滑移施工方案满足特殊施工条件下的施工要求。本报告为今后的实际应用提供了有效的参考。
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来源期刊
CiteScore
1.40
自引率
0.00%
发文量
17
期刊介绍: The Association publishes an international journal, the Journal of the IASS, four times yearly, in print (ISSN 1028-365X) and on-line (ISSN 1996-9015). The months of publication are March, June, September and December. Occasional extra electronic-only issues are included in the on-line version. From this page you can access one or more issues -- a sample issue if you are not logged into the members-only portion of the site, or the current issue and several back issues if you are logged in as a member. For any issue that you can view, you can download articles as .pdf files.
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