超限施工电梯附着架施工技术  

Construction Technology of Elevator Attachment Frame for Over-limit Construction

作　　者：周成 贾彦魁 杨亚童 孙玉启 李翼飞 ZHOU Cheng;JIA Yankui;YANG Yatong;SUN Yuqi;LI Yifei(China Construction Fifth Engineering Division Corp.,Ltd.,Changsha 410004,Hunan,China)

机构地区：[1]中国建筑第五工程局有限公司,湖南长沙410004

出　　处：《建筑施工》2023年第3期496-498,502,共4页Building Construction

摘　　要：为解决施工电梯在层高超限的楼层附着架无结构附着点的难题,对超限施工电梯附着架的施工技术进行了研究。通过对比分析,决定增设钢结构梁,解决了施工电梯无附着点的问题。根据工程中总结的施工经验,提出了附着点施工过程质量控制及安全保证措施,总结的施工技术、施工质量控制及安全保证措施,可为其他相关工程提供参考。In order to solve the problem that there is no structural attachment point for the attachment frame of the construction elevator on the floor where its height exceeds the limit,the construction technology of the attachment frame of the construction elevator is studied.Through comparative analysis,it is decided to add steel structure beam to solve the problem of no attachment point of construction elevator.According to the construction experience summarized in the project,the quality control and safety assurance measures for the attachment point construction process are proposed,and the summarized construction technology,construction quality control and safety assurance measures can provide reference for other relevant projects.

关 键 词：施工电梯 超限附着架 受力计算 解决方案 

分 类 号：TU731[建筑科学—建筑技术科学]