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Volume 50 Issue 8
Oct.  2020
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Article Contents
LI Wenbin, QIU Zhiyu, MA Chi, WANG Weihuang, CHEN Qingjun, ZUO Zhiliang, CHEN Jianping, LIAO Yun. EXPERIMENTAL RESEARCH ON A NON-WELDING Y-SHAPED STRENGTHENING TECHNIQUE OF POWER TRANSMISSION TOWERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 120-127. doi: 10.13204/j.gyjzG201906060007
Citation: LI Wenbin, QIU Zhiyu, MA Chi, WANG Weihuang, CHEN Qingjun, ZUO Zhiliang, CHEN Jianping, LIAO Yun. EXPERIMENTAL RESEARCH ON A NON-WELDING Y-SHAPED STRENGTHENING TECHNIQUE OF POWER TRANSMISSION TOWERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 120-127. doi: 10.13204/j.gyjzG201906060007

EXPERIMENTAL RESEARCH ON A NON-WELDING Y-SHAPED STRENGTHENING TECHNIQUE OF POWER TRANSMISSION TOWERS

doi: 10.13204/j.gyjzG201906060007
  • Received Date: 2019-10-25
  • The bearing capacity of the existing power transmission tower which has been in operation for a long time is reduced, and there is a risk of collapse in strong wind. In the paper, a Y-shaped strengthening technical scheme which can be applied to the existing transmission tower members was presented. The scheme does not need welding and is convenient for construction. Axial compression tests on one unstrengthened specimen and two strengthened specimens adopting this scheme were carried out. The results showed that the axial load bearing capacity of the specimen adopting Y-shaped strengthening scheme was significantly improved. The bearing capacity of the two strengthened specimens was 1.25 and 1.53 times higher than that of the unstrengthened one, respectively. It indicated that the Y-shaped strengthening scheme could effectively improve the bearing capacity of the original section. The friction between the original and auxiliary materials generated by the clamps could gradually transmit the axial force of the original section to the strengthened section, making the original materials and the strengthening components resist the load together. In the later loading stage, the force transmission efficiency of each cross section tended to be stable, and after a certain distance from the loading end, the force transmission efficiency could reach 40% to 60%.
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  • 常建伟,徐德录,张磊,等.输电铁塔用钢及其焊接技术[J].热加工工艺,2011,40(15):148-151.
    韩军科,杨靖波,杨风利,等.输电铁塔加固补强承载力研究[J].工业建筑,2010,40(7):114-117

    ,131.
    中国工程建设标准化协会. 钢结构加固技术规范:CECS 77:96[S]. 北京:中国计划出版社,1996.
    刘学武,夏开全,高燕,等.试件并联法加固输电塔的试验研究及设计建议[J].西安建筑科技大学学报(自然科学版),2011,43(6):838-844.
    刘树堂,熊国文,刘启华,等.基于ANSYS的输电铁塔抗风加固研究[J].广州大学学报(自然科学版),2017,16(2):51-57.
    刘翔. 输电铁塔主材加固新方式的试验及加固效果研究[D].广州:华南理工大学,2018.
    苏子威. 输电塔主材夹具加固试件的受力性能研究及输电塔抗风分析[D].广州:华南理工大学,2018.
    DENTON J, WINDSOR D, MILLS J, et al. Effectiveness of Load Sharing Connections for the Reinforcement of Steel Lattice Tower Leg Members[C]//Engineers. Australia:2005.
    中华人民共和国住房和城乡建设部. 钢结构高强度螺栓连接技术规程:JGJ 82-2011[S]. 北京:中国建筑工业出版社,2011.
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