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Skirting-free steel sheet pile wharf structure
The invention relates to a skirting-free steel sheet pile wharf structure which comprises a steel sheet pile wall body, a stable pull rod, a stable anchorage wall, a foot fixing pull rod, a foot fixing anchorage wall, wall bottom leakage stopping grouting and a wall top reinforced concrete breast wall. The steel sheet pile wall body is fixedly arranged in moderately weathered mudstone, and the front end of the foot fixing pull rod is arranged at the bottom of the steel sheet pile wall body; the front end of the foot fixing pull rod is arranged at the top end of the steel sheet pile wall body, the rear end of the foot fixing pull rod is arranged in the foot fixing anchorage wall, the front end of the stabilizing pull rod is arranged at the top end of the steel sheet pile wall body, the rear end of the stabilizing pull rod is arranged in the stabilizing anchorage wall, a backfill riprap prism is arranged between the stabilizing pull rod and the foot fixing pull rod, and a cast-in-place breast wall is arranged at the top of the steel sheet pile wall body. The embedded depth of the sheet pile is reduced, the construction difficulty is reduced, the application scene of the steel sheet pile wharf is expanded, and the engineering cost is reduced.
本发明涉及一种无踢脚钢板桩码头结构,包括钢板桩墙身、稳定拉杆、稳定锚碇墙、固脚拉杆、固脚锚碇墙、墙底止漏灌浆和墙顶钢筋混凝土胸墙,所述钢板桩墙身固定设置在中风化泥岩中,所述固脚拉杆的前端设置在钢板桩墙身的底部,所述固脚拉杆的后端设置在固脚锚碇墙内,所述稳定拉杆的前端设置在钢板桩墙身的顶端,所述稳定拉杆的后端设置在稳定锚碇墙内,所述稳定拉杆和固脚拉杆之间设置有回填抛石棱体,所述钢板桩墙身顶部设置有现浇胸墙。本发明减少板桩入土深度、降低了施工难度、拓展了钢板桩码头的应用场景、降低了工程费用。
Skirting-free steel sheet pile wharf structure
The invention relates to a skirting-free steel sheet pile wharf structure which comprises a steel sheet pile wall body, a stable pull rod, a stable anchorage wall, a foot fixing pull rod, a foot fixing anchorage wall, wall bottom leakage stopping grouting and a wall top reinforced concrete breast wall. The steel sheet pile wall body is fixedly arranged in moderately weathered mudstone, and the front end of the foot fixing pull rod is arranged at the bottom of the steel sheet pile wall body; the front end of the foot fixing pull rod is arranged at the top end of the steel sheet pile wall body, the rear end of the foot fixing pull rod is arranged in the foot fixing anchorage wall, the front end of the stabilizing pull rod is arranged at the top end of the steel sheet pile wall body, the rear end of the stabilizing pull rod is arranged in the stabilizing anchorage wall, a backfill riprap prism is arranged between the stabilizing pull rod and the foot fixing pull rod, and a cast-in-place breast wall is arranged at the top of the steel sheet pile wall body. The embedded depth of the sheet pile is reduced, the construction difficulty is reduced, the application scene of the steel sheet pile wharf is expanded, and the engineering cost is reduced.
本发明涉及一种无踢脚钢板桩码头结构,包括钢板桩墙身、稳定拉杆、稳定锚碇墙、固脚拉杆、固脚锚碇墙、墙底止漏灌浆和墙顶钢筋混凝土胸墙,所述钢板桩墙身固定设置在中风化泥岩中,所述固脚拉杆的前端设置在钢板桩墙身的底部,所述固脚拉杆的后端设置在固脚锚碇墙内,所述稳定拉杆的前端设置在钢板桩墙身的顶端,所述稳定拉杆的后端设置在稳定锚碇墙内,所述稳定拉杆和固脚拉杆之间设置有回填抛石棱体,所述钢板桩墙身顶部设置有现浇胸墙。本发明减少板桩入土深度、降低了施工难度、拓展了钢板桩码头的应用场景、降低了工程费用。
Skirting-free steel sheet pile wharf structure
无踢脚钢板桩码头结构
ZHANG CUIYING (author) / WANG JUNHUI (author)
2022-11-22
Patent
Electronic Resource
Chinese
Steel Sheet Pile Wharf at Rimouski, Quebec
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