A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SLOPE FACE REINFORCEMENT STRUCTURE AND SLOPE FACE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To excellently restrain floating-out of a rod-like reinforcement body by earth pressure.SOLUTION: A slope face reinforcement structure comprises a rod-like reinforcement body 10, a solidification filling body 20 and a covering layer 30. The rod-like reinforcement body 10 is buried in the ground having a slope face 3 in a state of crossing with the slope face 3. The solidification filling body 20 is buried in the ground along the slope face 3, and the rod-like reinforcement body 10 penetrates through the solidification filing body 20, and a head part of the rod-like reinforcement body 10 is fixed to an upper surface of the solidification filling body 20. The covering layer 30 is laid on the slope face 3, and is connected to the solidification filling body 20, and is pressed to the slope face 3 by the solidification filling body 20.SELECTED DRAWING: Figure 1
【課題】土圧による棒状補強体の浮き出しを良好に抑制する。【解決手段】法面補強構造は、棒状補強体１０と、固化充填体２０と、被覆層３０と、を備えている。棒状補強体１０は、法面３を有する地盤に、法面３に対して交差する状態で埋設されている。固化充填体２０は、法面３に沿って地盤に埋設され、棒状補強体１０が当該固化充填体２０を貫通しているとともに、棒状補強体１０の頭部が当該固化充填体２０の上面に固定されている。被覆層３０は、法面３上に敷設されているとともに固化充填体２０と連結され、固化充填体２０により法面３に対して押さえ付けられている。【選択図】図１
SLOPE FACE REINFORCEMENT STRUCTURE AND SLOPE FACE REINFORCEMENT METHOD
PROBLEM TO BE SOLVED: To excellently restrain floating-out of a rod-like reinforcement body by earth pressure.SOLUTION: A slope face reinforcement structure comprises a rod-like reinforcement body 10, a solidification filling body 20 and a covering layer 30. The rod-like reinforcement body 10 is buried in the ground having a slope face 3 in a state of crossing with the slope face 3. The solidification filling body 20 is buried in the ground along the slope face 3, and the rod-like reinforcement body 10 penetrates through the solidification filing body 20, and a head part of the rod-like reinforcement body 10 is fixed to an upper surface of the solidification filling body 20. The covering layer 30 is laid on the slope face 3, and is connected to the solidification filling body 20, and is pressed to the slope face 3 by the solidification filling body 20.SELECTED DRAWING: Figure 1
【課題】土圧による棒状補強体の浮き出しを良好に抑制する。【解決手段】法面補強構造は、棒状補強体１０と、固化充填体２０と、被覆層３０と、を備えている。棒状補強体１０は、法面３を有する地盤に、法面３に対して交差する状態で埋設されている。固化充填体２０は、法面３に沿って地盤に埋設され、棒状補強体１０が当該固化充填体２０を貫通しているとともに、棒状補強体１０の頭部が当該固化充填体２０の上面に固定されている。被覆層３０は、法面３上に敷設されているとともに固化充填体２０と連結され、固化充填体２０により法面３に対して押さえ付けられている。【選択図】図１
SLOPE FACE REINFORCEMENT STRUCTURE AND SLOPE FACE REINFORCEMENT METHOD
法面補強構造及び法面補強工法
KOJIMA KENICHI (author) / SATO TAKETO (author) / OKAMOTO MASAHIRO (author) / YAZAKI SUMIO (author) / YOKOTA KOICHI (author) / NANTO KAZUMI (author) / OTA AKIHIKO (author) / HARADA MICHIYUKI (author)
2017-02-02
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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