某师范学校综合楼地基与基础方案的探讨  

Discussion on the Base Case and Foundation of the Comprehensive Building of a Normal School

作　　者：刘伟 LIU Wei(Xinjiang Si Fang Institute of Architectural Design Co. Ltd., Urumqi 830042, China)

机构地区：[1]新疆四方建筑设计院有限公司,乌鲁木齐830042

出　　处：《工程建设与设计》2018年第7期66-68,71,共4页Construction & Design for Engineering

摘　　要：通过对某师范学校综合楼的场地地质条件进行分析,由于地基承载力较低,需要采用整体性较好的基础形式;考虑采用换填地基,以提高地基承载力。根据不同的地基持力层,采用筏形基础、柱下独立基础、柱下条形基础等方案进行计算。同时统计地基与基础工程造价,表明基础浅埋,采用筏形基础,造价越低。Through the normal school site geological conditions of the complex building is analyzed, due to the tow bearing capacity of foundation, requires a holistic good foundation tbrms; considering changing fill foundation at the same time, in order to improve the beating capacityof foundation According to the different foundation bearing layers, the raft foundation, the independent foundation of the column and the column bottom strip foundation are calculated. At the same time, the foundation and basic engineering cost are calculated, which indicates that the base is shallow and the raft foundalion is adopted, and the cost is lower.

关 键 词：地基与基础 筏形基础 柱下独立基础 柱下条形基础 

分 类 号：TU470.3[建筑科学—结构工程]