›› 2005, Vol. 26 ›› Issue (S1): 314-316.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effect of construction scheme for growing bars in damp concrete environment on anchorage performance

ZUO Xin-jian, LIU Xin-yu, LI Yan-ru   

  1. Engineering Institute, PLA University of Science and Technology, Nanjing 210007, China
  • Received:2005-01-24 Published:2005-12-15

Abstract: With that the underground projects are widely used, a new technical problem of consolidating and reforming them are proposed. As the peculiar place of underground projects, the technology of growing bars affect the effect greatly. This article expounds the damage mechanism and damage shape of the standing loads bars and researches different rules and shapes of damage of different ways in bonding bars; and compares the damp and arid environment standing loads bars accepting force and damage form. The conclusion that the process and method of bonding bars under damp environment has great effect on bonding result is drawn.

Key words: underground engineering, construction technology, reinforced bars, damp environment, anchorage performance

CLC Number: 

  • TU 443
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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