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.
出处
《山西建筑》
2013年第31期122-123,共2页
Shanxi Architecture
关键词
边坡稳定计算
塔机组装
试验检验
slope stability calculation, assembly of tower crane, test checking
