安装工程 2026年 第卷 第02期

DOI: 10.7672 / sgjs2026020142

杭州西站云门复杂扭转曲面网壳结构施工模拟及变形预调分析

张可¹,王凌琪²,张恩源²,梁桂²,童精中²,孙会郎³

作者简介:

张可,高级工程师,E-mail:59152576@ qq. com

作者单位:

1.浙江中南绿建科技集团有限公司,浙江杭州 310052;2.浙江大学高性能结构研究所,浙江杭州 310058;3.杭州中联筑境建筑设计有限公司,浙江杭州 310058

基金项目:

∗浙江中南绿建科技集团有限公司科研课题

摘要:

杭州西站云门网壳结构整体呈不规则异形曲面,部分杆件轴线为空间曲线,且截面沿轴线呈现扭转,其复杂受力体系为施工带来挑战。为提出合理的分步施工方案和安装顺序,控制施工过程误差,建立该网壳结构精细化有限元模型,采用生死单元技术对施工过程进行模拟,获得结构内力和变形响应,验证所提施工方案的合理性。考虑到结构按照设计位形安装后可能因自重作用产生变形而偏离设计位置,采用正装迭代法对该网壳结构开展了构件变形预调分析,得到各结构构件变形预调值,保证结构最终位形与设计位形一致。

English:

The complex twisted surface shell structure of Yunmen at Hangzhou West Railway Stationfeatures an overall irregular free-form surface,where the axes of certain members are spatial curves withcross-sections twisting along the axis. This geometric complexity results in a complicated mechanicalsystem, posing significant challenges for construction. As a large-scale structure, a stepwise constructionscheme is adopted, the mechanical state at each step is closely related to the previous state and influencesthe installation positioning of subsequent steps. To propose a rational construction sequence and ensurestrict error control, a refined finite element model was established. A simulation of the constructionprocess was conducted using the element birth and death technique to obtain internal force anddeformation responses,validating the rationality of the proposed scheme. Furthermore, considering thatthe structure might deviate from the design position due to self-weight deformation, a deformation pre-adjustment analysis was performed using the forward iteration method. The deformation pre-adjustmentvalues for the structural members were determined to ensure the final configuration is consistent with thedesign configuration.