A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PRESSURE PLATE, GROUND REINFORCING STRUCTURE AND GROUND REINFORCING METHOD
PROBLEM TO BE SOLVED: To make it possible to fully demonstrate a drainage function and make sure that moisture discharged from the ground surface does not flow into the ground surface again.SOLUTION: A pressure plate 10 mounted at a base end of a rod reinforcing member at least a tip of which is inserted into the ground comprises a back face 10b facing the ground surface of the ground, a front face 10a opposite to the back face 10b and a plurality of horizontal beam sections 12 extending in a horizontal direction. When the back face 10b and the front face 10a extend in the vertical direction, each of the horizontal beam sections 12 is inclined with respect to the back face 10b and the front face 10a so that an end on the front face 10a side is lower than an end on the back face 10b side.SELECTED DRAWING: Figure 1
【課題】排水機能を十分に発揮することができ、地表面から排出された水分が再び地表面に流れ込むことがないようにする。【解決手段】少なくとも先端が地盤内に挿入される棒状補強材の基端に装着される受圧板１０であって、前記地盤の地表面に対向する背面１０ｂ及び該背面１０ｂの反対側の表面１０ａと、水平方向に延在する複数の横梁部１２とを備え、該横梁部１２の各々は、前記背面１０ｂ及び表面１０ａが鉛直方向に延在するとき、その表面１０ａ側の端が背面１０ｂ側の端よりも低くなるように、前記背面１０ｂ及び表面１０ａに対して傾斜している。【選択図】図１
PRESSURE PLATE, GROUND REINFORCING STRUCTURE AND GROUND REINFORCING METHOD
PROBLEM TO BE SOLVED: To make it possible to fully demonstrate a drainage function and make sure that moisture discharged from the ground surface does not flow into the ground surface again.SOLUTION: A pressure plate 10 mounted at a base end of a rod reinforcing member at least a tip of which is inserted into the ground comprises a back face 10b facing the ground surface of the ground, a front face 10a opposite to the back face 10b and a plurality of horizontal beam sections 12 extending in a horizontal direction. When the back face 10b and the front face 10a extend in the vertical direction, each of the horizontal beam sections 12 is inclined with respect to the back face 10b and the front face 10a so that an end on the front face 10a side is lower than an end on the back face 10b side.SELECTED DRAWING: Figure 1
【課題】排水機能を十分に発揮することができ、地表面から排出された水分が再び地表面に流れ込むことがないようにする。【解決手段】少なくとも先端が地盤内に挿入される棒状補強材の基端に装着される受圧板１０であって、前記地盤の地表面に対向する背面１０ｂ及び該背面１０ｂの反対側の表面１０ａと、水平方向に延在する複数の横梁部１２とを備え、該横梁部１２の各々は、前記背面１０ｂ及び表面１０ａが鉛直方向に延在するとき、その表面１０ａ側の端が背面１０ｂ側の端よりも低くなるように、前記背面１０ｂ及び表面１０ａに対して傾斜している。【選択図】図１
PRESSURE PLATE, GROUND REINFORCING STRUCTURE AND GROUND REINFORCING METHOD
受圧板、地盤補強構造及び地盤補強方法
TAKAYANAGI TAKESHI (author)
2018-08-23
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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