双柱基础底板配筋如何减短的探讨  

A Proposal about Lessening Steel Bars in the Bottom of Double-column Combined Footing

作　　者：汪钢[1] 

机构地区：[1]广州城建职业学院,从化510925

出　　处：《价值工程》2014年第25期157-158,共2页Value Engineering

摘　　要：扩展基础底板配筋减短10%是一项经济技术措施。双柱扩展基础应用不太普遍,底板配筋减短的问题较为复杂,不能照搬单柱基础的规则。由于实际工程中有时会应用双柱联合基础,在教学过程中出现了这个问题,文章试探讨其底板配筋的减短规则。Lessening 10% steel bars in the bottom of spread foundation is an economical technical measure. Applications of doublecolumn spread foundation are not too universal, and it is complex to lessen the steel bars in these footings. We cannot use the rule of single footing indiscriminately. Because of the double-column union foundation sometimes apply in the actual project, the problem appears in the teaching process. This article tries to discuss the rules for shortening steel bars in the bottom of foundation.

关 键 词：双柱 联合基础 底板配筋减短 

分 类 号：TU755.3[建筑科学—建筑技术科学]