Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
SLOPE STABILIZATION STRUCTURE
To provide a slope stabilization structure capable of suppressing the collapse of the entire slope and the local collapse of a slope surface layer.SOLUTION: A slope stabilization structure 1 according to the present invention includes: a plurality of anchor members 2 embedded in the ground of a slope 9; a lower bearing member 30 installed on the slope 9 on which a lower through hole 31 through which the anchor member 2 can penetrate is formed; an upper bearing member 50 installed above the lower bearing member 30 in which an upper through hole 51 through which the anchor member 2 can penetrate is formed; and a high-strength net 7 arranged between the lower bearing member 30 and the upper bearing member 50 covering a region on the slope 9 in which the plurality of anchor members 2 are embedded. The upper bearing member 50 has a first inclined surface 52 inclined outward from the upper through hole 51 so as to approach the slope 9 on a lower surface facing the high-strength net 7. The high-strength net 7 comes into contact with the first inclined surface 52.SELECTED DRAWING: Figure 2
【課題】斜面全体の崩壊と斜面表層の局部崩壊とを抑制することが可能となる斜面安定化構造を提供する。【解決手段】本発明に係る斜面安定化構造１は、斜面９の地盤内に埋め込まれる複数のアンカー部材２と、アンカー部材２が貫通可能な下部貫通孔３１が形成される、斜面９に設置される下部支圧部材３０と、アンカー部材２が貫通可能な上部貫通孔５１が形成される、下部支圧部材３０よりも上方に設置される上部支圧部材５０と、斜面９における複数のアンカー部材２が埋め込まれた領域を覆う、下部支圧部材３０と上部支圧部材５０との間に配置される高強度ネット７と、を備え、上部支圧部材５０は、高強度ネット７に対向する下面に、上部貫通孔５１から外側に向かって斜面９に近づくように傾斜された第１傾斜面５２が形成され、高強度ネット７は、第１傾斜面５２に接触されることを特徴とする。【選択図】図２
SLOPE STABILIZATION STRUCTURE
To provide a slope stabilization structure capable of suppressing the collapse of the entire slope and the local collapse of a slope surface layer.SOLUTION: A slope stabilization structure 1 according to the present invention includes: a plurality of anchor members 2 embedded in the ground of a slope 9; a lower bearing member 30 installed on the slope 9 on which a lower through hole 31 through which the anchor member 2 can penetrate is formed; an upper bearing member 50 installed above the lower bearing member 30 in which an upper through hole 51 through which the anchor member 2 can penetrate is formed; and a high-strength net 7 arranged between the lower bearing member 30 and the upper bearing member 50 covering a region on the slope 9 in which the plurality of anchor members 2 are embedded. The upper bearing member 50 has a first inclined surface 52 inclined outward from the upper through hole 51 so as to approach the slope 9 on a lower surface facing the high-strength net 7. The high-strength net 7 comes into contact with the first inclined surface 52.SELECTED DRAWING: Figure 2
【課題】斜面全体の崩壊と斜面表層の局部崩壊とを抑制することが可能となる斜面安定化構造を提供する。【解決手段】本発明に係る斜面安定化構造１は、斜面９の地盤内に埋め込まれる複数のアンカー部材２と、アンカー部材２が貫通可能な下部貫通孔３１が形成される、斜面９に設置される下部支圧部材３０と、アンカー部材２が貫通可能な上部貫通孔５１が形成される、下部支圧部材３０よりも上方に設置される上部支圧部材５０と、斜面９における複数のアンカー部材２が埋め込まれた領域を覆う、下部支圧部材３０と上部支圧部材５０との間に配置される高強度ネット７と、を備え、上部支圧部材５０は、高強度ネット７に対向する下面に、上部貫通孔５１から外側に向かって斜面９に近づくように傾斜された第１傾斜面５２が形成され、高強度ネット７は、第１傾斜面５２に接触されることを特徴とする。【選択図】図２
SLOPE STABILIZATION STRUCTURE
斜面安定化構造
ISHIGAKI TAKUYA (Autor:in) / KOKURYO HIROSHI (Autor:in)
07.10.2021
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
SLOPE STABILIZATION STRUCTURE AND SLOPE STABILIZATION METHOD
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