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斜拉桥施工中的临时固结技术
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(上海市基础工程公司)

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邱式忠

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U448.27

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Temporary consolidation technology in the construction of cable-stayed bridges
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    摘要:

    在斜拉桥常采用的基本结构型式中,对于梁塔墩连接型式为塔梁固结、梁墩铰结(如法国波鲁东纳桥、上海泖港桥等),塔墩固结、塔梁铰结(或塔墩固结、梁墩铰结,如辽宁长兴岛桥等),或者塔墩固结、塔梁分离漂浮式结构(如美国 P-K 桥、上海南浦桥等)。当挂兰悬臂施工时,为了防止由于施工荷载对桥墩支座产生的不对称弯矩和水平分力而引起的主梁失稳,必须采取临时固结措施

    Abstract:

    In the basic structural type often used in cable-stayed bridges, for the beam-tower pier connection type for tower-beam fixed, beam-pier hinged (such as the French Porudongna Bridge, Shanghai Mao Hong Kong Bridge, etc.), tower-pier fixed, tower-beam hinged (or tower-pier fixed, beam-pier hinged, such as the Liaoning Changxingdao Bridge, etc.), or tower-pier fixed, tower-beam separation floating structure (such as the U.S. P-K Bridge, Shanghai Nanpu Bridge, etc.). When hanging orchid cantilever construction, in order to prevent the main beam instability caused by the asymmetric bending moment and horizontal force generated by the construction load on the pier support, must be taken temporary consolidation measures

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Qiu Shizhong Temporary consolidation technology in the construction of cable-stayed bridges. Prestress Technology 2002,6(01):21-27. 10.59238/j. pt.2002.01.005

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  • 在线发布日期: 2023-08-10
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