Key Construction Technology for Gymnasium and Natatorium of Hangzhou Olympic Sports Center
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摘要: 杭州奥体中心亚运三馆的体育游泳馆为2022年杭州亚运会比赛主场馆,场馆分为体育馆功能区、中央大厅和游泳馆功能区,整个屋盖通过中央大厅将两大功能区屋盖连成整体。其中体育游泳馆钢屋盖采用斜交斜放双曲双层网壳结构,中央大厅屋盖为斜交斜放异形曲面单层网壳结构,体育馆和游泳馆的东西两侧各设有一个单层悬挑网壳结构,其中游泳馆和体育馆屋盖又可分为双层网壳、单层网壳、分界桁架、门拱桁架等。钢屋盖构件形式多样、节点复杂,主要由"L"形截面的弯扭异形截面梁、变截面箱体弯扭构件以及"鼓"节点等组成。钢屋盖具有造型复杂、跨度大的特点,同时项目施工周期紧、专业繁多、质量要求高。
介绍了钢屋盖在深化设计、加工制作、现场安装及数字化信息管理等各阶段的施工重难点,即整个结构在施工过程中施工环境复杂、构件和节点深化加工难度大、安装位形控制难、高空作业多和焊接质量要求高。重点阐述了双曲网壳屋盖施工阶段的关键施工技术及方法。采用"信息化组织管理,过程穿插、限时限地"的施工组织解决了大型体育场馆各专业交叉施工难点;"大型行走式塔吊分块吊装,结合局部液压整体提升"的双重施工方案,解决了项目工期紧、质量要求高的难点,同时实现了大吨位塔吊在楼面作业、楼面弧形行走的关键技术;"楼面多点拼装、高空局部对接"的作业方法解决了全焊接结构的应力过于集中,确保结构的高质量及安全的低风险性;异形曲面结构测量定位及安装技术,实现了由弯扭构件组成的全焊接连接单层异形曲面屋面的安装精度;有限元分析软件对结构安装、合龙及卸载全过程的仿真分析所得出的数据,为施工过程控制提供了充分的科学依据,通过对模拟理论数据与实测数据进行对比分析,验证施工技术的可行性。所阐述的施工关键技术通过理论与实践相结合,解决了杭州奥体中心亚运三馆体育游泳馆钢屋盖施工技术难题,结果表明施工安全可靠,质量满足规范和设计要求,实现了"绿色、智能、节俭、文明"的办会理念。Abstract: The gymnasium and natatorium of Hangzhou Olympic Sports Center are the main stadiums of Hangzhou Asian Games in 2022. The roofs of gymnasium and natatorium are connected as a whole through the central hall. The steel roofs of the gymnasium and natatorium adopt the structure of double-layer latticed shell and the roof of the central hall is a single-layer latticed shell with heteromorphic surface.There is a single-layer cantilever lattice shell structure on the east and west sides of the gymnasium and natatorium. The natatorium and gymnasium roof can be divided into double-layer reticulated shell, single-layer reticulated shell, boundary truss, gate arch truss, etc.Steel roof members have various forms and complex joints, which are composed of bending-torsion L-shaped beam, bending-torsion box members of variable section and "drum" joints. The steel roof has the characteristics of complex shape and large span. Also the construction period of the project is tight, there are many specialties and high quality requirements
The key and difficult points of steel roof construction in various stages, such as deepening design, manufacturing, field installation and digital information management, were introduced.During the construction process, the construction environment of the whole structure was complex, the deepening processing of components and joints was difficult, and the installation configuration was difficult to control, there were many aerial operations and high welding quality requirements. The key construction techniques and methods in the construction stage of hyperbolic reticulated shell roof were emphatically expounded. The construction organization of "information organization and management, process interpenetration, time limit and land limitation" was adopted to solve the construction difficulties of various disciplines in large stadiums and gymnasiums. The double construction scheme of "large traveling tower crane block hoisting combined with local hydraulic integral lifting" solved the difficulties of tight construction period and high quality requirements of the project, and realized the key technology of large tonnage tower crane working on the floor and floor arc walking; the working method of "floor multi-point assembly and high-altitude local butt joint" solved the stress concentration of all welded structure and ensures the high quality and safety of the structure with low risk. The measurement, positioning and installation technology of special-shaped curved surface structure realized the installation accuracy of single-layer special-shaped curved surface roof composed of bending and torsion members. The data obtained from the simulation analysis of the whole process of structural installation, closure and unloading by the finite element analysis software provided sufficient scientific basis for the construction process control. Through the comparative analysis of the simulation theoretical data and the measured data, the feasibility of the construction technology was verified, which provided important reference value for the follow-up similar projects. Through the combination of theory and practice, the key construction technology described in this paper solved the technical problems of steel roof construction of gymnasium and natatorium of Hangzhou Olympic Sports Center. The results showed that the construction was safe and reliable; the quality could meet the requirements of specifications and design, and realized the idea of "green, intelligent, thrifty and civilized".-
Key words:
- double layer reticulated shell /
- ascension /
- truss /
- assemble /
- unloading
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谢国昂,傅学怡,吴利利,等.国家游泳中心钢结构施工仿真分析[J].建筑结构学报,2009,30(6):142-147. 遇瑞,罗永峰.大跨度空间钢结构整体吊装施工方法现状的研究[C]//2009全国钢结构学术年会论文集.2009:406-410. 吴欣之,严时汾,罗仰祖,等.国家大剧院壳体钢结构安装施工技术[C]//第四届全国现代结构工程学术研讨会论文集.2004:59-69. 刘平.国家大剧院钢结构网壳支撑卸载过程监测[C]//第十一届空间结构学术会议论文集.2005:656-661. 李成强,冯骏.空间网壳框架结构制作工艺[C]//2014中国建筑金属结构协会钢结构分会年会、建筑钢结构专家委员会学术年会论文集.2014:241-247. 张树岗.哈尔滨大剧院钢结构屋盖施工卸载分析及监测[D].哈尔滨:东北林业大学,2014.
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