陡坡基岩上厂房的结构设计  

The Structure Design for Factory Buildings on the Steep Slope of Rock Base

作　　者：陈媛婧[1] 

机构地区：[1]哈尔滨理工大学建筑工程学院,黑龙江哈尔滨150080

出　　处：《哈尔滨理工大学学报》2008年第6期76-79,共4页Journal of Harbin University of Science and Technology

摘　　要：在针对复杂地基上进行综合厂房设计,会遇到许多棘手问题.结合工程实例,重点介绍了大型综合厂房的基础设计和主体结构设计,给出了位于基岩面起伏较大,且局部有冲坳沟的场地土,如何进行基础设计的,突破了规范中同一结构单元的基础不宜部分采用天然地基部分采用桩基础的规定,实践证明效果良好.本文给出了建筑物在结构方案制定和设计中应注意的问题及有效解决方法.Lot of problems difficult to deal with are met when synthetic buildings are designed on the steep slope of rock base. In this paper, combining the instance in engineering, the design for the base and the main body of the synthetic factory buildings of large scale are mainly introduced. The base design is given for the complicated situation that the surface of the base rock rises and falls greatly and there are alluviation polder on the field ground, which breaks the rule in the design standards that natural base and pile base are not used at the same time in the same structure element. It is proved in practice that the design effect is good. Finally what should be taken care in making the scheme of the structure of the building and design and their effective solutions are given.

关 键 词：综合厂房 场地 基岩 基础 单桩承载力 

分 类 号：TU318[建筑科学—结构工程]