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台湾首座鞍座式矮塔斜拉桥拉索体系研究
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(柳州欧维姆机械股份有限公司,柳州 545005)

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高宁妥

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U448.27

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Study on the cable system of Taiwan’s first saddle-shaped low tower cable-stayed bridge
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(Liuzhou OVM Machinery Co., Ltd., Liuzhou 545005,China)

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    摘要:

    矮塔斜拉桥一般采用圆管型分丝管索鞍,在实现对拉索的单根抗滑和单根抽换的功能时采用抗滑键交叉抗滑锚固的结构形式。但在拉索单侧不平衡力较高时,抗滑键交叉的排布无法满足单侧不平衡力较大的工况,提出单侧双向抗滑可换式锚固体系,以台湾小半天矮塔斜拉桥工程为背景,研究该锚固体系在矮塔斜拉桥中的应用。通过有限元分析,实物模拟试验、索鞍抗滑力试验、节段模型试验、换索试验等进行验证,解决了在拉索单侧不平衡力的工况下,拉索的单根抗滑和单根抽换难题,并在台湾小半天桥中成功运用。

    Abstract:

    Short tower cable-stayed bridges generally use round tube-type split wire pipe saddles, and adopt the structural form of anti-skid keys cross-anchoring when achieving the function of single anti-skid and single replacement of cables. However, when the unbalanced force on one side of the cable is high, the arrangement of cross-anchoring of anti-skid keys cannot meet the working condition of large unbalanced force on one side. A one-sided bidirectional anti-skid replaceable anchorage system is proposed. Taking the Taiwan Xiaobantian short tower cable-stayed bridge project as the background, this paper studies the application of this anchorage system in short tower cable-stayed bridges. Through finite element analysis, physical simulation tests, saddle anti-skid force tests, segment model tests, cable replacement tests, etc., the problem of single anti-skid and single replacement of cables under the working condition of unbalanced force on one side of the cable is solved, and it is successfully applied in Taiwan Xiaobantian Bridge.

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引用本文

Ningtuo Gao, Weiwei Qin, Min Qiu, Shuanggui Lu, Qiang Song, Wenxian Li Study on the cable system of Taiwan’s first saddle-shaped low tower cable-stayed bridge. Prestress Technology 2015,19(03):3-8. 10.59238/j. pt.2015.03.001

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  • 在线发布日期: 2023-08-06
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