摘要
因超高层建筑施工进度及分期交付等时限节点需要,对施工升降机进行了基础托换设计,并对基础托换前后的结构体系进行了有限元计算分析,结果表明:施工升降机的基础托换设计能够满足工程安全要求。在超高层建筑的实际施工过程中亦成功实施,取得了理想的效果。
Due to the requirements of construction schedule of super high-rise buildings and the time limits of delivery by stages, the design for the foundation underpinning of the construction elevator is carried out, and the finite element calculation and analysis of the structural system both before and after the foundation underpinning are carried out.The results show that the foundation underpinning design of the construction elevator can meet the engineering safety requirements and is also successfully conducted in the actual construction process of super high-rise buildings, which has achieved ideal effects.
引文
[1]胡玉银.第四讲:超高层建筑施工垂直运输体系的构成与配置(三)[J].建筑施工,2007,29(10):814-816.
[2]徐锦雄.议超高层建筑施工垂直施工运输方案及管理措施[J].建筑知识,2016,36(5):111,259.
[3]王帅.浅谈超高层建筑垂直运输策划与组织[J].绿色环保建材,2018(1):199.
[4]徐磊,花力,朱刚.超高层建筑施工电梯空中托换平台体系的设计与应用[J].建筑施工,2014,36(6):720-722.
[5]赖晓华.施工电梯安装使用过程中安全问题及对策[J].建材与装饰,2017(38):175-176.
[6]张旭,徐磊.超高施工电梯的基础设计及其对主体结构的影响研究[J].建筑施工,2017,39(1):30-32.