摘要
武汉生态城碧桂园会议中心酒店项目为一大型会议及度假式酒店。主体结构体系为钢筋混凝土框架结构,项目所在场地地势变化较大,主体结构一侧临土,三侧临空,常规设计一般在建筑迎土面设置独立挡土墙,挡土墙与主体结构脱开,结构受力清晰。结合工程实际情况,通过方案综合比较,最终采用挡土墙与主体结构整体设计的方法,满足了建筑的功能及布置要求。
Wuhan Eco-City Country Garden Convention Center Hotel project is a large conference and resort hotel.The main structural system is reinforced concrete frame structure,large changes in terrain of this project,the main structure of one side of soil cover,other three sids frees,conventional design is general setting independent retaining wall in construction at the soil surface,retaining wall and main structure is independent,the structure stress is clear.In this paper,combined with the actual engineering,through the comprehensive comparison,use the overall design of retaining wall and the main structure,meet the requirements of architectural function and layout.
出处
《工程建设与设计》
2012年第4期131-134,139,共5页
Construction & Design for Engineering
关键词
挡土墙
扶壁肋
土压力
半地下室
retaining wall
buttress rib
earth pressure
semi basement