T5013塔机吊车安装技术措施  

On installation technical measures of T5013 tower crane

作　　者：景俊艳 张红日 

机构地区：[1]山西漳泽电力股份有限公司侯马热电分公司,山西侯马043000 [2]山西路桥集团长临高速有限公司,山西临汾041000

出　　处：《山西建筑》2013年第31期122-123,共2页Shanxi Architecture

摘　　要：结合现场位置,利用边坡稳定安全系数对塔机布置进行了基坑边坡稳定性核算,并按照规范要求及相关规定对塔机进行组装,同时对组装完毕的塔机进行了空载、静载、动载试验,结果表明,各安全装置可靠,制动性能良好,满足现场使用要求。Combining with the site location, the paper adopts the slope stability coefficient to undertake slope stability check for the tower crane allocation, has the assembly of the tower crane according to the regulation and relative rules, undertakes the no-load, static load and dynamic load tests after the assembly, and proves the result that the safe equipment is reliable with better braking ability and meets the demands of the ap- plication.

关 键 词：边坡稳定计算 塔机组装 试验检验 

分 类 号：TU758.15[建筑科学—建筑技术科学]