摘要
T3B国际机场新航站楼投影面积14万m2,建筑面积为387057m2。施工现场共设塔式起重机24部,全部采用固定式塔式起重机。在钢结构施工时采用一台行走式TOPKITMC480塔吊,外围配合其他500t履带式、汽车吊等,节约了大量的人力和物力。
The projection area of Terminal T3B of the airport is 140,000 m^2 and floor area 387,057 m^2. There were totally 24 fixed tower cranes erected on the construction site. However, during the construction of steel structure, a movable tower crane TOPKIT MC480 was arranged in assistance of other 500 t caterpillar crane and truck crone, saving a lot of manpower and material resource.
出处
《建筑技术》
北大核心
2008年第2期92-94,共3页
Architecture Technology
关键词
群塔
交叉作业
基础
tower crane group
cross operation
foundation
