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南阁大桥临时索锚箱设计及斜拉索更换施工
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作者单位:

(柳州欧维姆工程有限公司,广西柳州 545005)

作者简介:

孙剑飞

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中图分类号:

U448.27

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Design of Temporary Cable Anchor Box and Replacement Construction of Stay Cable for Nange Bridge
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(Liuzhou OVM Engineering Co., Ltd.,Liuzhou 545005,china)

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    摘要:

    南阁大桥为钢筋混凝土装配式斜拉桥,斜拉索更换过程中采用临时索支承体系辅助斜拉索更换施工,由于主桥结构特殊,临时索与主桥结构联接采用摩擦传递力的原理而设计的摩擦型锚箱,锚箱系统采用全焊结构的箍抱结构形式,斜拉索更换时采用分级多次体系转换完成,要求高程和位移基本不变的原则进行控制

    Abstract:

    The Nange Bridge is a reinforced concrete prefabricated cable-stayed bridge. During the process of replacing the stay cables, a temporary cable support system is used to assist in the replacement construction of the stay cables. Due to the special structure of the main bridge, the temporary cables are connected to the main bridge structure using the principle of friction transmission force, and the friction type anchor box is designed. The anchor box system adopts a fully welded structure in the form of a hoop structure. During the replacement of the stay cables, a graded and multiple system transformations are used, Control based on the principle of basic invariance of elevation and displacement

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引用本文

Sun Jianfei, Wei Futang, Tan Jundong Design of Temporary Cable Anchor Box and Replacement Construction of Stay Cable for Nange Bridge. Prestress Technology 2010,14(04):33-35. 10.59238/j. pt.2010.04.009

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  • 在线发布日期: 2023-08-08
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