双向大跨度悬挑结构拆撑方案对比研究
作者简介:
陈达贤,助理工程师,E⁃mail: 136521339@ qq. com
作者单位:
1. 浙江精工钢结构集团有限公司,浙江 绍兴 312030; 2. 哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518071; 3. 中国建筑一局(集团)有限公司,北京 100161;4. 深圳市海科达咨询有限公司,广东 深圳 518101
基金项目:
∗国家自然科学基金(52178129)
摘要:
海能达全球总部大厦项目塔楼与裙房 3~ 7 层联通,设有多榀大跨度及大悬挑桁架,传力路径复杂. 裙房桁架施工共布置 12 个临时支撑胎架,在结构成型前作为重要依靠,其卸载是结构内力重分布转变为设计状态的过程,对结构成型状态及施工安全有重大影响. 通过对 3 种不同拆撑方案进行对比研究,最终选择以东西对称卸载为原则,先卸载裙房悬挑桁架支撑胎架,再卸载塔楼悬挑桁架支撑胎架,最后卸载裙房与塔楼间大跨度悬挑桁架支撑胎架. 通过理论数据与施工实测数据对比,进一步验证了方案的合理性.

English:
The tower and podium of the Hainengda Global Headquarters Building project are connected onfloor 3~7, with multiple large⁃span and large cantilever trusses, and the transmission path is complex. Atotal of 12 temporary support bed⁃jigs are arranged for the construction of the podium truss, which serveas important supports before the structure is formed. The unloading is the process of the redistribution ofinternal forces in the structure and the transformation into the design state, which has a significant impacton the structural forming state and construction safety. Through comparative research on three differentdismantling support schemes, the principle of east⁃west symmetrical unloading was ultimately chosen.Firstly, the support bed⁃jigs of the podium cantilever truss was unloaded, followed by the support bed⁃jigsof the tower cantilever truss, and finally, the support bed⁃jigs of the large⁃span cantilever truss betweenthe podium and the tower was unloaded. The rationality of the scheme was further verified by comparingtheoretical data with actual construction data.