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EMBANKMENT REINFORCEMENT MEMBER AND EMBANKMENT REINFORCEMENT METHOD
To provide an embankment reinforcement member applicable to various types of embankment members and having high pulling-out resistance performance, and an embankment reinforcement method.SOLUTION: An embankment reinforcement member comprises a plurality of longitudinal members 10 made of braids, and a plurality of lateral members 20 connected to the plurality of longitudinal members 10 in a form of a lattice, wherein the lateral member is penetrated in a stitch of the longitudinal member at a connection part 30 of an intersection where the longitudinal member and the lateral member are connected.SELECTED DRAWING: Figure 2
【課題】種々の盛土材に適用可能であるとともに、高い引抜き抵抗性能を有する盛土補強材及び盛土補強工法を提供する。【解決手段】組紐から成る複数の縦材１０と、複数の前記縦材１０と格子状に接続される複数の横材２０と、を有し、前記縦材と前記横材とが接続される交点接続部３０は、前記横材が前記縦材の組目に挿通されて成ることを特徴とする。【選択図】図２
EMBANKMENT REINFORCEMENT MEMBER AND EMBANKMENT REINFORCEMENT METHOD
To provide an embankment reinforcement member applicable to various types of embankment members and having high pulling-out resistance performance, and an embankment reinforcement method.SOLUTION: An embankment reinforcement member comprises a plurality of longitudinal members 10 made of braids, and a plurality of lateral members 20 connected to the plurality of longitudinal members 10 in a form of a lattice, wherein the lateral member is penetrated in a stitch of the longitudinal member at a connection part 30 of an intersection where the longitudinal member and the lateral member are connected.SELECTED DRAWING: Figure 2
【課題】種々の盛土材に適用可能であるとともに、高い引抜き抵抗性能を有する盛土補強材及び盛土補強工法を提供する。【解決手段】組紐から成る複数の縦材１０と、複数の前記縦材１０と格子状に接続される複数の横材２０と、を有し、前記縦材と前記横材とが接続される交点接続部３０は、前記横材が前記縦材の組目に挿通されて成ることを特徴とする。【選択図】図２
EMBANKMENT REINFORCEMENT MEMBER AND EMBANKMENT REINFORCEMENT METHOD
盛土補強材及び盛土補強工法
KAWAMOTO TAKUTO (author) / MORITA KOJI (author) / KOBAYASHI NORIHIRO (author)
2023-02-14
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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