首页> 外文会议>International Symposium on Innovation amp; Sustainability of Structures in Civil Engineering(ISISS'2005); 20051120-22; Nanjing(CN) >EXPERIMENTAL STUDY ON OPTIMAL LAYOUT OF TENDONS IN ANCHORAGE ZONE OF CABLE-STAYED BRIDGE PYLON
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EXPERIMENTAL STUDY ON OPTIMAL LAYOUT OF TENDONS IN ANCHORAGE ZONE OF CABLE-STAYED BRIDGE PYLON

机译:斜拉桥索塔锚固区钢索最佳布置的试验研究

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摘要

Through experiments on full scale segmental models of anchorage zone in pylons of three cable-stayed bridges (the 2nd Nanjing Yangtze River Bridge, Runyang Yangtze River Bridge and Wuhekou Cable-stayed Bridge), make a study on tensioning technology of U tendons with small radius of curvature, the factors of safety against cracking and ultimate bearing capacity of anchorage zone in pylon are also studied. By comparing the serviceability of anchorage zone of three cable-stayed bridges, the optimal layout of tendons in anchorage zone of pylons is discussed. The results can be helpful for the design of pylons.
机译:通过对三座斜拉桥(南京长江二桥,润扬长江大桥和五河口斜拉桥)塔架锚固区全尺寸分段模型的试验,研究了小半径U形筋的张紧技术。从曲率的角度出发,还研究了抗开裂的安全性和塔架锚固区的极限承载力。通过比较三座斜拉桥锚固区的实用性,讨论了塔架锚固区中钢索的最佳布置。结果对塔架的设计很有帮助。

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