摘要
深圳市安托山综合楼工程长148.2m,宽110m,在结构施工中取消了永久性伸缩缝、沉降缝及相关后浇带,并取消了建筑外防水。通过应用分块跳仓法浇筑综合施工技术,缩短了建筑工期,达到了预期效果。
Shenzhen Antuoshan General Building is 148.2m long and 110m wide. Permanent expansion joint, settlement joint, relevant after-pouring belt and external waterproof are canceled in structural construction. The construction period is successfully shortened and the expected effects are realized after adopting the general construction technique of alternate segment concrete pouring method.
出处
《建筑技术》
北大核心
2011年第5期431-435,共5页
Architecture Technology
关键词
跳仓法
大体积混凝土
混凝土抗渗
裂缝控制
后浇带
alternate segment concrete pouring method
mass concrete
concrete impermeability
crack control
after-pouting belt
