期刊文献+

新型定型化可折叠操作架设计与应用研究

Application Research and Design of a New Type of Standardized Foldable Operating Scaffold
在线阅读 下载PDF
导出
摘要 设计了建筑施工用的定型化可折叠变高度轻型操作架,通过理论计算和数值模拟开展横杆受力、立杆轴力和抗倾覆稳定性计算、折叠架整体受力及失稳分析,确保结构安全可靠。通过使用铝合金材料、合理布置开爬梯洞口,解决钢管扣件脚手架、盘扣脚手架等搭设操作架过程复杂、质量大、爬梯布设困难、人员不易操作的问题。通过底部承托,解决了登高作业架易倾覆的安全风险问题、底部滚动轮带来的违规操作风险问题,通过设置斜撑增加结构稳定性。结合经济分析,对比同条件钢管盘扣操作架的立杆数量。研究结果表明,随着周转次数增加,新型操作架能够显著减少人工搭设时间,实现降本增效。 A standardized foldable variable height lightweight operating frame for construction has been designed.Through theoretical calculations and numerical simulations,the horizontal bar force,vertical pole axial force,and anti overturning stability calculation,as well as the overall force and instability analysis of the folding frame,have been carried out to ensure the safety and reliability of the structure.By using aluminum alloy materials and arranging ladder openings reasonably,the problems of complex,heavy,difficult ladder installation,and personnel difficulty in operating scaffolding such as steel pipe fastener scaffolding and plate fastener scaffolding can be solved.Through the bottom support,the safety risk of easy overturning of the climbing operation frame and the illegal operation risk caused by the bottom rolling wheel are solved,and the structural stability is increased by setting slant support.Combining economy analysis,this paper compares the number of upright poles of steel pipe buckle operating frames under the same conditions.The research results indicate that with the increase of turnover times,the new operating frame can significantly reduce manual installation time and achieve cost reduction and efficiency improvement.
作者 陈相坤 陈健 张紫仲 刘一凡 李永轩 CHEN Xiangkun;CHEN Jian;ZHANG Zizhong;LIU Yifan;LI Yongxuan(Zhongshan Hospital,Fudan University,Shanghai 200032,China;China Construction Second Engineering Bureau Ltd.,East China Co.,Shanghai 200135,China)
出处 《施工技术(中英文)》 2025年第22期110-114,共5页 Construction Technology
基金 上海市医院协会医院建筑后勤管理专委会课题:结合AI的新一代信息技术在国家医学中心建设项目中的探索应用(2025JZHQ005)。
关键词 操作架 铝合金脚手架 数值模拟 operating frame aluminum alloy scaffolding simulation
  • 相关文献

参考文献7

二级参考文献32

  • 1李敬勇,林铸明,赵勇.舟桥结构用铝合金力学性能研究[J].华东船舶工业学院学报,2004,18(6):81-85. 被引量:11
  • 2GB50068-2001.建筑结构可靠度设计统一标准[S].[S].,..
  • 3GB/T228-2002.金属材料室温拉伸试验方法[S].[S].,..
  • 4潘承毅 何迎晖.数理统计的原理与方法[M].上海:同济大学出版社,1992.292-299.
  • 5中国建筑科学研究院.JGJ130-2001建筑施工扣件式钢管脚手架安全技术规范[S].北京:中国建筑工业出版社.2001.
  • 6中国钢结构协会.建筑钢结构施工手册[M].北京:中国计划出版社,2002.
  • 7沈祖炎,陈扬骥,郭水农等.上海植物园展览温室屋顶网架铝合金压杆及节点试验研究报告[R].上海,2000.
  • 8Ramberg W,Osgood W R.Description of stress-strain curves by three parameters[R].Washington DC:NACATN-902.1943.
  • 9SteinHardt O.Aluminum constructions in civil engineering[J].Aluminum,1971,(47):131-139.
  • 10ECCS European Recommendations for aluminum alloy structures[S].1st edn,1978.

共引文献109

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部