对钢筋混凝土梁斜截面配置弯起钢筋排数的计算方法改进  

Improving the computing method of fitting the bend springs row number on reinforced concrete beam oblique section

作　　者：蔡丽朋[1] 王嘉杨[1] 

机构地区：[1]洛阳理工学院土木工程系,河南洛阳471023

出　　处：《四川建筑科学研究》2011年第2期52-54,共3页Sichuan Building Science

摘　　要：当钢筋混凝土梁配置弯起钢筋用于抗剪时,按照传统的设计方法,设计计算过程比较繁琐。本文探讨了弯起钢筋排数的改进设计计算方法,并给出了设计计算实例与传统方法进行比较。结果表明,本文的改进方法简便、直观,不易出错。When fitting the bend springs foranti-shear,design calculating approach is very complicated according to the traditional design way.In this essay,an advanced method of row number will be brought up and calculating example will be given to compare with the traditional way.The results reveal that the method is very simple and intuitive and no mistake.

关 键 词：弯起钢筋 斜截面 计算方法 改进 

分 类 号：TU375.1[建筑科学—结构工程]