[1]刘立新,陈伟,李晓芬..锚贴钢板加固钢筋混凝土梁受弯性能的试验研究[J].郑州大学学报(工学版),2006,27(01):9-14.[doi:10.3969/j.issn.1671-6833.2006.01.003]
 LIU Lixin,CHEN Wei,Li Xiaofen.Experimental study on bending performance of reinforced concrete beams reinforced with anchor attached steel plates[J].Journal of Zhengzhou University (Engineering Science),2006,27(01):9-14.[doi:10.3969/j.issn.1671-6833.2006.01.003]
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锚贴钢板加固钢筋混凝土梁受弯性能的试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
27卷
期数:
2006年01期
页码:
9-14
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Experimental study on bending performance of reinforced concrete beams reinforced with anchor attached steel plates
作者:
刘立新陈伟李晓芬.
郑州大学土木工程学院,河南,郑州,450002, 郑州大学土木工程学院,河南,郑州,450002, 郑州大学土木工程学院,河南,郑州,450002
Author(s):
LIU Lixin; CHEN Wei; Li Xiaofen
关键词:
混凝土梁结构加固 锚贴钢板 粘贴钢板 受弯性能
Keywords:
DOI:
10.3969/j.issn.1671-6833.2006.01.003
文献标志码:
A
摘要:
提出了一种锚贴钢板加固方法,通过2根采用锚贴钢板加固的钢筋混凝土梁(1根采用粘贴钢板加固的梁和1根对照梁)的受弯性能试验,分析了锚贴钢板加固梁的受力特点以及加固效果,并与粘贴钢板加固梁和对照梁进行了对比.试验研究结果表明,与粘贴钢板加固相比,锚贴钢板加固具有施工工艺简单、加固效果好,加固质量容易保证等优点,是一种新的有广泛工程应用前景的加固技术.
Abstract:
A reinforcement method for anchor steel plate is proposed, and the force characteristics and reinforcement effect of the reinforced steel plate reinforced beam are analyzed by the bending performance test of two reinforced concrete beams reinforced by anchor steel plate (one beam reinforced by pasted steel plate and one control beam), and compared with the pasted steel plate reinforcement beam and the control beam. The experimental results show that compared with pasted steel plate reinforcement, anchor steel plate reinforcement has the advantages of simple construction process, good reinforcement effect, and easy assurance of reinforcement quality, and is a new reinforcement technology with wide engineering application prospects.

更新日期/Last Update: 1900-01-01