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灾后RC偏心受压构件加固计算统一公式
李惠1,李延和1,2,单庆惠1
摘 要

(1 南京工业大学土木工程学院, 南京 210009; 2 江苏建华建设有限公司, 南京 210009)

[摘要]结合钢筋混凝土结构加固方法和火灾后构件损伤截面特征参数,给出了受火后偏心受压构件加固量的统一公式,并将其应用到各种加固方法计算中。通过案例,体现了统一公式在受火后结构加固计算中具有简洁、准确和快速的特点。

[关键词]火灾; 偏心受压构件; 统一公式; 加固

中图分类号: TU375 文献标识码: A文章编号:  1002-848X(2016)S1-0941-07

 

Unified formula of the RC eccentric compression members about

 reinforcement calculation after fire 

Li Hui1, Li Yanhe1,2, Shan Qinghui1

 ( 1 College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China;

 2 Jiangsu Jianhua Construction Co., Ltd., Nanjing 210009, China)

Abstract: Combining the strengthening methods of reinforced concrete structure and the relevant area parameters of the section characteristics about the reinforced concrete members after fire, giving the unified formula of eccentric compression members about reinforcement amount, and applies it into a variety of reinforcement method. Though the case, reflecting the formula in the calculation of the structure reinforcement after fire with a simple, accurate and fast features. 

Keywords: fire; eccentric compression members; the unified formula; reinforcement amount

 

作者简介:李惠,硕士,Email:864608308@qq.com。

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