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Test research on cold -rolled twisting reinforced reinforced bonding anchor performance
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[1]Guan Pinwu,Liu Lixin,Xu You neighbor.Test research on cold -rolled twisting reinforced reinforced bonding anchor performance[J].Journal of Zhengzhou University (Engineering Science),1997,18(01):9-18.
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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 18卷 Number of periods: 1997 01 Page number: 9-18 Column: Public date: 1997-07-28
Title:
Test research on cold -rolled twisting reinforced reinforced bonding anchor performance
Author(s):
Guan Pinwu;  Liu Lixin;  Xu You neighbor
Zhengzhou University of Technology, Department of Civil Construction, China Institute of Science and Technology of China
Keywords:
Cold rolled twisting reinforcement;  bonding anchor;  reliability
CLC:
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DOI:
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Abstract:
This article analyzes the bond anchoring mechanism of cold -rolled steel bars through a large number of cold -rolled steel bars bonding anchor tests, and the main factors affecting the bonding anchor. On the basis of statistical analysis, the calculation formula of various adhesive strength feature values ​​of cold -rolled reinforced steel bars is given to derive the critical anchor length calculation formula of cold -rolled reinforced steel. The beam -type anchor test was verified, and finally proposed the design recommendations for the bonding the anchoring length of the cold -rolled -twisting reinforced concrete component on the basis of reliable analysis, which provided a basis for the preparation of the national standard "Technical Regulations for Cold -Rolling Reinforced Setting Corona".
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