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Inter-pile wall type flood bank, assembly and construction method
The invention discloses an inter-pile wall type flood bank, an assembly and a construction method, and relates to the technical field of dike engineering. The flood control dam is characterized in that the flood control dam comprises cast-in-place piles and inter-pile walls, the inter-pile walls are tightly attached to the side walls of the cast-in-place piles, and the inter-pile walls form a flood control dam revetment. The inter-pile wall type floodwall assembly comprises a river bank, a river bed and a floodwall and is characterized in that the floodwall is the inter-pile wall type floodwall, the floodwall assembly comprises a plurality of cast-in-place piles arranged in the trend of the river bank, the bottoms of the cast-in-place piles are lower than the river bed, and the cast-in-place piles vertically extend upwards towards the top of the river bank. An inter-pile wall is tightly attached to the side, close to water, of the side wall of the cast-in-place pile. The cast-in-placepile serves as a main stress structure of the vertical bank slope, can serve as a temporary supporting structure in the riverway excavation process, reduces the occupied area of a construction site, and relieves the influence on the environment around an urban river. The structure can also be used as an anti-skid structure of a permanent embankment to improve the stability and prolong the servicelife of the floodwall.
本发明公开了一种桩间墙式防洪堤、组件、施工方法,涉及堤防工程技术领域。其特征在于,所述防洪堤包括灌注桩和桩间墙,所述桩间墙与灌注桩侧壁紧密贴合,所述桩间墙形成防洪堤护岸。一种桩间墙式防洪堤组件,包括河岸、河床和防洪堤,其特征在于,所述防洪堤是前述的一种桩间墙式防洪堤,所述防洪堤组件包含若干沿河岸走向排列的灌注桩,所述灌注桩桩底设置低于河床,所述灌注桩竖直向上朝河岸顶部延伸,所述灌注桩侧壁临水侧紧贴设置有桩间墙。灌注桩作为直立式岸坡的主受力结构,既可作为河道开挖过程中的临时支护结构减小施工场地占地面积,减轻对城市河流周围的环境的影响;又可以作为永久堤岸的抗滑结构,提升防洪堤的稳定性和寿命。
Inter-pile wall type flood bank, assembly and construction method
The invention discloses an inter-pile wall type flood bank, an assembly and a construction method, and relates to the technical field of dike engineering. The flood control dam is characterized in that the flood control dam comprises cast-in-place piles and inter-pile walls, the inter-pile walls are tightly attached to the side walls of the cast-in-place piles, and the inter-pile walls form a flood control dam revetment. The inter-pile wall type floodwall assembly comprises a river bank, a river bed and a floodwall and is characterized in that the floodwall is the inter-pile wall type floodwall, the floodwall assembly comprises a plurality of cast-in-place piles arranged in the trend of the river bank, the bottoms of the cast-in-place piles are lower than the river bed, and the cast-in-place piles vertically extend upwards towards the top of the river bank. An inter-pile wall is tightly attached to the side, close to water, of the side wall of the cast-in-place pile. The cast-in-placepile serves as a main stress structure of the vertical bank slope, can serve as a temporary supporting structure in the riverway excavation process, reduces the occupied area of a construction site, and relieves the influence on the environment around an urban river. The structure can also be used as an anti-skid structure of a permanent embankment to improve the stability and prolong the servicelife of the floodwall.
本发明公开了一种桩间墙式防洪堤、组件、施工方法,涉及堤防工程技术领域。其特征在于,所述防洪堤包括灌注桩和桩间墙,所述桩间墙与灌注桩侧壁紧密贴合,所述桩间墙形成防洪堤护岸。一种桩间墙式防洪堤组件,包括河岸、河床和防洪堤,其特征在于,所述防洪堤是前述的一种桩间墙式防洪堤,所述防洪堤组件包含若干沿河岸走向排列的灌注桩,所述灌注桩桩底设置低于河床,所述灌注桩竖直向上朝河岸顶部延伸,所述灌注桩侧壁临水侧紧贴设置有桩间墙。灌注桩作为直立式岸坡的主受力结构,既可作为河道开挖过程中的临时支护结构减小施工场地占地面积,减轻对城市河流周围的环境的影响;又可以作为永久堤岸的抗滑结构,提升防洪堤的稳定性和寿命。
Inter-pile wall type flood bank, assembly and construction method
一种桩间墙式防洪堤、组件、施工方法
LIU XIA (author) / ZENG ZI (author) / WANG XIUQUAN (author) / WANG YONGBO (author) / ZHANG RONGGUI (author) / YOU SHUANG (author) / REN HAONAN (author) / YU PENG (author)
2021-03-26
Patent
Electronic Resource
Chinese
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