装配整体式混凝土剪力墙结构施工关键技术  

KEY CONSTRUCTION TECHNIQUES OF ASSEMBLED MONOLITHIC CONCRETE SHEAR WALL STRUCTURE

作　　者：王爱兰[1] 王仑[1] 焦建军[1] 温晓天[1] 阎明伟[2] 

机构地区：[1]北京六建集团有限责任公司,北京100143 [2]北京市建筑工程研究院有限责任公司,北京100039

出　　处：《建筑技术》2015年第3期212-215,共4页Architecture Technology

摘　　要：马驹桥公租房项目施工中,针对装配整体式混凝土剪力墙结构的工程特点,在预制构件吊装、现浇混凝土连接节点、转换层做法、钢筋连接套筒灌浆、预制墙板及叠合板支撑体系、塔式起重机与墙体锚固等工序,采用了一系列关键技术及措施,实施效果良好。Considering the characteristics of assembled monolithic concrete shear wall structure inthe construction of Majuqiao Public Rental Housing project, a series of key techniques and measureswere adopted, such as lifting of prefabricated component, connecting node of cast-in-place concrete,construction of transition floor, steel bar connecting sleeve grouting, prefabricated wall panel andsandwich panel supporting system, anchorage of tower crane to wall, etc., and favorable effects wererealized.

关 键 词：装配整体式结构 预制构件吊装 钢筋连接套筒灌浆 支撑体系 

分 类 号：TU741[建筑科学—建筑技术科学]