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A platform for research: civil engineering, architecture and urbanism
SLOPE BLOCK AND INSTALLATION METHOD OF THE SAME
To provide a slope block which enables installation of a more appropriate slope block than a conventional slope block in a slope to which a drainage reinforcement pipe is driven, and an installation method of the same.SOLUTION: A slope block 1 laid all over a slope for slope protection has a through hole 6 which communicates a surface and a rear face of the slope block 1 and is larger than a drainage reinforcement pipe driven to the slope. The through hole 6 is formed into a cross section rectangular shape. The drainage reinforcement pipe can be driven to natural ground through the through hole 6 of the slope block 1. A gap between the through hole of the slope block and the drainage reinforcement pipe can be filled.SELECTED DRAWING: Figure 3
【課題】排水補強パイプを打ち込む法面において、従来よりも適切な法面ブロックを設置することができる法面ブロックおよびその設置方法を提供する。【解決手段】法面防護のために法面に敷き詰められる法面ブロック１であって、法面ブロック１の表面と裏面とを連通させ、且つ法面に打ち込む排水補強パイプよりも大きい貫通孔６を備える。貫通孔６は断面長方形状とすることができる。排水補強パイプは法面ブロック１の貫通孔６を通して地山に打ち込むことができる。さらに、法面ブロックの貫通孔と排水補強パイプとの隙間を埋めることができる。【選択図】図３
SLOPE BLOCK AND INSTALLATION METHOD OF THE SAME
To provide a slope block which enables installation of a more appropriate slope block than a conventional slope block in a slope to which a drainage reinforcement pipe is driven, and an installation method of the same.SOLUTION: A slope block 1 laid all over a slope for slope protection has a through hole 6 which communicates a surface and a rear face of the slope block 1 and is larger than a drainage reinforcement pipe driven to the slope. The through hole 6 is formed into a cross section rectangular shape. The drainage reinforcement pipe can be driven to natural ground through the through hole 6 of the slope block 1. A gap between the through hole of the slope block and the drainage reinforcement pipe can be filled.SELECTED DRAWING: Figure 3
【課題】排水補強パイプを打ち込む法面において、従来よりも適切な法面ブロックを設置することができる法面ブロックおよびその設置方法を提供する。【解決手段】法面防護のために法面に敷き詰められる法面ブロック１であって、法面ブロック１の表面と裏面とを連通させ、且つ法面に打ち込む排水補強パイプよりも大きい貫通孔６を備える。貫通孔６は断面長方形状とすることができる。排水補強パイプは法面ブロック１の貫通孔６を通して地山に打ち込むことができる。さらに、法面ブロックの貫通孔と排水補強パイプとの隙間を埋めることができる。【選択図】図３
SLOPE BLOCK AND INSTALLATION METHOD OF THE SAME
法面ブロック及びその設置方法
TANAKA YUMIHIKO (author) / SAKAI YUJI (author) / YOSHIKAWA SHINJI (author)
2022-06-01
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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