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超高临空大跨度超长悬挑板上拉式型钢支模体系施工技术

姚渊 许维谨 王伟

中国标准化Issue(4):220-224,5.
中国标准化Issue(4):220-224,5.DOI:10.3969/j.issn.1002-5944.2025.04.039

超高临空大跨度超长悬挑板上拉式型钢支模体系施工技术

Construction Technology of Pull-up Steel Formwork Supporting System with Ultra-high,Overhead,Large-span and Extra-long Cantilever Panel

姚渊 1许维谨 1王伟1

作者信息

  • 1. 中建三局集团有限公司
  • 折叠

摘要

Abstract

With the development of society,people have higher architectural aesthetics with more complex architectural shapes.The large-span and extra-long cantilever panels are more and more favored by designers for their beautiful shapes.However,the construction of ultra-high,overhead large-span and extra-long cantilever panels is extremely difficult,which brings great challenges to the construction.Huaguoshan Headquarters Economic Research and Development Center Project 1#Building A has a total of 22 floors,and its west side of the roof layer has a cantilever panel with a length of 30 meters and a width of 3.9 meters.After comparison and selection,the construction of pull-up steel formwork supporting system is adopted.In the process of construction,measures such as design and checking calculation are taken to ensure the quality and safety of construction,which achieves good results.

关键词

超长大跨度悬挑板/设计计算/满堂支撑架/花篮拉杆

Key words

extra-long and large-span cantilever panels/design and checking calculation/full of support racks/flower basket pull rod

引用本文复制引用

姚渊,许维谨,王伟..超高临空大跨度超长悬挑板上拉式型钢支模体系施工技术[J].中国标准化,2025,(4):220-224,5.

中国标准化

1002-5944

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