Test research on cold -rolled twisting reinforced reinforced bonding anchor performance
[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
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
- CLC:
- -
- DOI:
- -
- 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".
- References:
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- Similar References:
Memo
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Last Update:
1900-01-01
