Journal of South China University of Technology (Natural Science Edition) ›› 2020, Vol. 48 ›› Issue (11): 10-18.doi: 10.12141/j.issn.1000-565X.200173

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Study on Testing Mechanism and Application of Tension under Anchor for External Prestressing Strand by Reverse Tension Method

GUO Wenlong1,2 SHAN Chenglin3 LIANG Peng1   

  1. 1.School of Highway,Chang'an University,Xi'an 710064,Shaanxi,China; 2. Shanxi Key Laboratory of Bridge Engineering Disaster Prevention and Mitigation,Shanxi Transportation Technology Research & Development Co.,Ltd,Taiyuan 030032,Shanxi,China; 3. School of Civil Engineering and Transportation,South China University of Technology,
    Guangzhou 510640,Guangdong,China
  • Received:2020-04-15 Revised:2020-06-29 Online:2020-11-25 Published:2020-11-05
  • Contact: 梁鹏(1977-),男,博士,教授,主要从事桥梁结构基本理论及智能化监测技术研究。 E-mail: bridgedoctor@qq.com
  • About author:郭文龙(1982-),男,博士生,主要从事大跨度桥梁结构力学行为及加固技术研究。
  • Supported by:
    Foundation items: Supported by the National Key R&D Program of China (2018YFB1600300),the National Natural Science Foundation of China (51878059) and the Natural Science Foundation of Shanxi Province (201801D121165,201801D221216,201801D221217,201701D221131)

Abstract: In view of the lack of reliable testing methods for the effective tension of end anchor of external prestressed strand,the mechanical mechanism of testing the tension of end anchor by the reverse tension method was revealed based on the mechanical mechanism of mechanical equilibrium and deformation coordination. And the theoretical testing error under the most unfavorable conditions was analyzed,and the applicable conditions of the method were pointed out. Finally,based on the most commonly used construction machines and equipment in the construction site,a practical test method and system composition were put forward and verified on the indoor static load anchorage test machine. The test results show that the sensitivity of different parameter curves in judging tension force under strand anchor is:  forcedisplacement  curve > force-time curve > displacement-time curve. The test accuracy of the proposed method can meet the requirements of engineering accuracy.

Key words: bridge engineering, external prestress, tension, reverse tension method, mechanism, practical, test method