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A platform for research: civil engineering, architecture and urbanism
Dike structure and construction method thereof
The invention discloses an embankment structure and a construction method thereof. The embankment structure comprises an embankment front side slope and an embankment rear side slope, and the embankment front side slope and the embankment rear side slope are arranged at the river bank mud surface line and obliquely extend towards each other; the wave wall is arranged between the embankment front side slope and the embankment rear side slope, the embankment front side slope and the embankment rear side slope are located on the upstream portion and the downstream portion of the wave wall respectively, and the wave wall, the embankment front side slope, the embankment rear side slope and the river bank mud surface line define a filling space suitable for being filled with embankment backfill soil; wherein the wave wall is provided with a bottom plate extending between the embankment front side slope and the embankment rear side slope, an upstream wall body and a downstream wall body which extend in the height direction are formed on the side, away from the filling space, of the bottom plate, the embankment front side slope is connected with the bottom of the upstream wall body, and the embankment rear side slope is connected with the bottom of the downstream wall body. According to the embankment structure, the usage amount of embankment backfill soil and the length of the embankment front side slope and the embankment rear side slope can be reduced, materials are saved, and the construction efficiency is improved.
本申请公开了一种堤防结构及其施工方法，所述堤防结构包括：堤前边坡和堤后边坡，堤前边坡和堤后边坡分别设置于河岸泥面线处且朝向彼此倾斜延伸；防浪墙，防浪墙设置于堤前边坡和堤后边坡之间，且堤前边坡和堤后边坡分别位于防浪墙的上游和下游，防浪墙、堤前边坡、堤后边坡以及河岸泥面线限定出适于填充堤防回填土的填充空间；其中防浪墙具有在堤前边坡和堤后边坡之间延伸的底板，底板背离填充空间的一侧形成有在高度方向延伸的上游墙体和下游墙体，堤前边坡与上游墙体的底部连接，堤后边坡与下游墙体的底部连接。根据本申请实施例的堤防结构，该堤防结构可以减少堤防回填土的使用量以及堤前边坡和堤后边坡的长度，节省材料，提高施工效率。
Dike structure and construction method thereof
The invention discloses an embankment structure and a construction method thereof. The embankment structure comprises an embankment front side slope and an embankment rear side slope, and the embankment front side slope and the embankment rear side slope are arranged at the river bank mud surface line and obliquely extend towards each other; the wave wall is arranged between the embankment front side slope and the embankment rear side slope, the embankment front side slope and the embankment rear side slope are located on the upstream portion and the downstream portion of the wave wall respectively, and the wave wall, the embankment front side slope, the embankment rear side slope and the river bank mud surface line define a filling space suitable for being filled with embankment backfill soil; wherein the wave wall is provided with a bottom plate extending between the embankment front side slope and the embankment rear side slope, an upstream wall body and a downstream wall body which extend in the height direction are formed on the side, away from the filling space, of the bottom plate, the embankment front side slope is connected with the bottom of the upstream wall body, and the embankment rear side slope is connected with the bottom of the downstream wall body. According to the embankment structure, the usage amount of embankment backfill soil and the length of the embankment front side slope and the embankment rear side slope can be reduced, materials are saved, and the construction efficiency is improved.
本申请公开了一种堤防结构及其施工方法，所述堤防结构包括：堤前边坡和堤后边坡，堤前边坡和堤后边坡分别设置于河岸泥面线处且朝向彼此倾斜延伸；防浪墙，防浪墙设置于堤前边坡和堤后边坡之间，且堤前边坡和堤后边坡分别位于防浪墙的上游和下游，防浪墙、堤前边坡、堤后边坡以及河岸泥面线限定出适于填充堤防回填土的填充空间；其中防浪墙具有在堤前边坡和堤后边坡之间延伸的底板，底板背离填充空间的一侧形成有在高度方向延伸的上游墙体和下游墙体，堤前边坡与上游墙体的底部连接，堤后边坡与下游墙体的底部连接。根据本申请实施例的堤防结构，该堤防结构可以减少堤防回填土的使用量以及堤前边坡和堤后边坡的长度，节省材料，提高施工效率。
Dike structure and construction method thereof
堤防结构及其施工方法
HUANG SHAOCHENG (author) / CAI LIJING (author) / YIN XIAOMING (author) / GONG XUWEI (author)
2024-11-12
Patent
Electronic Resource
Chinese
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