某大型美术馆钢结构施工关键技术.pdf

上海,北京钢结构,南向北,桁架,贝雷架,钢结构,学术文献
文档页数:4
文档大小:2.75MB
文档格式:pdf
文档分类:学术文献
上传会员:
上传日期:
最后更新:

2017年7月下 施工技术 第46卷第14期 CONSTRUCTION TECHNOLOGY 79 D0I:10.7672/5j52017140079 某大型美术馆钢结构施工关键技术 成继红,刘明路,何月峰,韩向科,张建生,王馥琴 (中国二十冶集团有限公司,上海201999) [摘要]大同市御东新区美术馆钢结构工程,为空间管桁架结构,形状复杂.主体由4个异形三角锥体相切而成, 高度、跨度大.施工时采用了“异地原位拼装、计算机控制一次整体同步滑移到位”的施工技术.通过施工过程仿 真分析验证了该施工技术的可行性,对钢结构进行了拼装过程状态、同步及不同步滑移状态、卸载等施工状态进行 了分析.同时在施工过程中进行了施工实时监测,为结构的安全施工提供了保障. [关键词]钢结构;桁架;滑移;仿真分析;监测;施工技术 [中图分类号]TU391 [文献标识码]A [文章编号]1002-8498(2017)14-0079-04 Key Technology of Steel Structure Construction of a Large Art Gallery CHENG Jihong LIU Minglu HE Yuefeng HAN Xiangke ZHANG Jiansheng WANG Fuqin China MCC20 Group Co.Ltd.Shanghai 201999 China) Abstract:Datong Yudong Art Gallery project is located in Datong city Shanxi province with the plexity of roof shape and space pipe truss structure.The main body consists of four irregular tangent triangle cones especially great height and big span.During the construction the technology of 'assembly in different place according to design coordinate then sliding to the design place synchronously through puter control'was used.The feasibility of construction technology was verified through the analysis of construction process simulation and the steel structure of the assembling process synchronous and asynchronous state sliding state the unloading construction state were analyzed.At the same time the construction of real-time monitoring was conducted in the construction process which provide the guarantee for the safety of construction structure. Key words:steel structures;trusses...

资源链接请先登录(扫码可直接登录、免注册)
①本文档内容版权归属内容提供方。如果您对本资料有版权申诉,请及时联系我方进行处理(联系方式详见页脚)。
②由于网络或浏览器兼容性等问题导致下载失败,请加客服微信处理(详见下载弹窗提示),感谢理解。
③本资料由其他用户上传,本站不保证质量、数量等令人满意,若存在资料虚假不完整,请及时联系客服投诉处理。

投稿会员:匿名用户
我的头像

您必须才能评论!

手机扫码、免注册、直接登录

 注意:QQ登录支持手机端浏览器一键登录及扫码登录
微信仅支持手机扫码一键登录

账号密码登录(仅适用于原老用户)