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REINFORCEMENT STRUCTURE FOR LEVEE BODY
To provide a reinforcement structure for levee bodies: that is sufficiently resistant to water pressure that is applied to a levee body when the pondage in a dam lake increases in order to prevent the breakdown of the levee body; for which reinforcement can be performed depending on the reinforcement properties of each part of the levee body; and that can reduce the construction costs and period further compared with conventional ones.SOLUTION: A steel sheet pile wall 15 that is formed of a plurality of steel sheet piles 16 being connected in an extending direction of a levee body 10 is installed inside the levee body 10, along the extending direction of the levee body 10 so that an upper end of the steel sheet pile wall 15 is aligned with a top end 10a of the levee body 10. A part of a lower end of the steel sheet pile wall 15 and a part of a side end of the steel sheet pile wall 15 are located inside a natural ground 12 around the levee body 10.SELECTED DRAWING: Figure 3
【課題】谷池の貯水量が増加した際に堤体に作用する水圧に十分に抵抗して、堤体の崩壊を抑止できるとともに堤体各部位の強度特性に応じた補強が可能であり、さらに従来に比して工費・工期を短縮できる堤体の補強構造を提供する。【解決手段】堤体10の内部に、複数の鋼矢板16を堤体10の延在方向に連結してなる鋼矢板壁15が、堤体10の延在方向に沿って、かつ上端を堤体10の天端10aに揃えて設置され、鋼矢板壁15の下端の一部および鋼矢板壁15の側端の一部が堤体10の周囲の地山12の内部に位置している。【選択図】図3
REINFORCEMENT STRUCTURE FOR LEVEE BODY
To provide a reinforcement structure for levee bodies: that is sufficiently resistant to water pressure that is applied to a levee body when the pondage in a dam lake increases in order to prevent the breakdown of the levee body; for which reinforcement can be performed depending on the reinforcement properties of each part of the levee body; and that can reduce the construction costs and period further compared with conventional ones.SOLUTION: A steel sheet pile wall 15 that is formed of a plurality of steel sheet piles 16 being connected in an extending direction of a levee body 10 is installed inside the levee body 10, along the extending direction of the levee body 10 so that an upper end of the steel sheet pile wall 15 is aligned with a top end 10a of the levee body 10. A part of a lower end of the steel sheet pile wall 15 and a part of a side end of the steel sheet pile wall 15 are located inside a natural ground 12 around the levee body 10.SELECTED DRAWING: Figure 3
【課題】谷池の貯水量が増加した際に堤体に作用する水圧に十分に抵抗して、堤体の崩壊を抑止できるとともに堤体各部位の強度特性に応じた補強が可能であり、さらに従来に比して工費・工期を短縮できる堤体の補強構造を提供する。【解決手段】堤体10の内部に、複数の鋼矢板16を堤体10の延在方向に連結してなる鋼矢板壁15が、堤体10の延在方向に沿って、かつ上端を堤体10の天端10aに揃えて設置され、鋼矢板壁15の下端の一部および鋼矢板壁15の側端の一部が堤体10の周囲の地山12の内部に位置している。【選択図】図3
REINFORCEMENT STRUCTURE FOR LEVEE BODY
堤体の補強構造
NAKAYAMA HIROAKI (author) / NISHIYAMA TERUKI (author) / OIKAWA MORI (author) / HARADA NORIYOSHI (author) / MOMIYAMA TAKASHI (author) / YOSHIHARA TATEO (author)
2020-09-10
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
LEVEE REINFORCEMENT STRUCTURE AND LEVEE REINFORCEMENT METHOD
European Patent Office | 2021
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