面向高承载力需求的超高层建筑施工临时钢结构支撑体系研究
引用文献：
王小安 王明亮 秦鹏飞. 面向高承载力需求的超高层建筑施工临时钢结构支撑体系研究[J]. 建筑结构，2022，48（12）：109-114，126.
WANG Xiaoan WANG Mingliang QIN Pengfei. Research on temporary steel structure support system for super high-rise building construction facing large bearing capacity demand[J]. Building Structure，2022,48（12）：109-114，126.
摘要：针对整体钢平台模架与大型垂直运输塔机等施工机械一体化集成要求，基于模块化设计的理念，通过局部强化、整体轻量化的思路建立了临时钢结构支撑体系，同时运用结构分析软件对结构进行整体优化。通过控制作业阶段和爬升阶段时的受力构件应力比、最大变形、竖向及侧向支撑装置反力，从而满足承载力要求。结果表明：临时钢结构支撑体系通过在集成部位局部采用高承载力筒架支撑结构与高承载力钢梁爬升结构的方式，从而解决大型机械设备的荷载传递问题，并在大吨位液压油缸驱动下通过二者的交替支撑实现自动爬升。
关键词：超高层建筑；整体模架；高承载力；大型施工机械；一体化
基金：国家重点研发计划资助（2018YFC0705800）。
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[2] 龚剑，朱毅敏，徐磊.超高层建筑核心筒结构施工中的筒架支撑式液压爬升整体钢平台模架技术[J].建筑施工，2014,36(1):33-38.
[3] 王小安，梁颖元，李阳，等.筒架与筒架交替支撑式液压爬升整体钢平台模架设计计算分析[J].建筑施工，2014,36(4):383-389.
[4] 王小安.整体爬升钢平台模架装备筒架支撑系统在不均匀竖向荷载作用下的承载性能研究[C]//全国模板脚手架工程创新技术交流会论文集.北京，2017:13-18.
[5] 秦鹏飞，王小安，穆荫楠，等.钢梁与筒架交替支撑式整体爬升钢平台模架的模块化设计及应用[J].建筑施工，2018,40(6):919-921,932.
[6] 龚剑，房霆宸.整体钢平台模架装备技术研发及应用[J].建筑结构，2021,51(17):141-144,42.
[7] 王小安，王明亮，王庆春，等.大型集成组装式造楼平台装备连接构造及分析[J].建筑结构，2022,52(12):102-108.
[8] 整体爬升钢平台模架技术标准：JGJ 459—2019 [S].北京：中国建筑工业出版社，2019.
[9] 建筑结构荷载规范：GB 50009—2012[S].北京：中国建筑工业出版社，2012.
Research on temporary steel structure support system for super high-rise building construction facing large bearing capacity demand
Abstract: In view of the integration requirements of the overall steel platform formwork and construction machinery such as large vertical transport tower cranes, based on the concept of modular design, a temporary steel structure support system was established through the idea of local strengthening and overall light weight. At the same time, the structural analysis software was used to optimize the structure as a whole. By controlling the stress ratio, maximum deformation, vertical and lateral support device reaction force of the stressed member during the operation stage and the climbing stage, the bearing capacity requirements were met. The results show that the temporary steel structure support system solves the load transfer problem of large-scale mechanical equipment by locally adopting high-capacity cylinder support structure and high-capacity steel beam climbing structure in the integrated part, and the temporary steel structure is driven by large-tonnage hydraulic cylinders, which realized automatic climbing by the alternate support of support structure and climbing structure.
Keywords: super high-rise building; integral formwork; high bearing capacity; large construction machinery; integration
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