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GROUND WATER LEVEL LOWERING METHOD
To easily lower a ground water level using a water pumping device when earth retaining is installed in a place where a ground water level is at a comparatively deep position and foundation is excavated.SOLUTION: A water pumping device 20 includes a plurality of water pumping pipes 22 for pumping ground water, header pipes 23 which are connected to each of upper ends 22a of the plurality of water pumping pipes 22 and extend in a horizontal direction, suction means (vacuum pump 24) which makes the inside of the header pipe 23 a negative pressure state, and well points 21 provided on each of lower ends 22b of the plurality of water pumping pipes 22. A method for lowering a ground water level WL of a ground G using the water pumping device 20 includes providing the header pipes 23 in a space part 30a formed by excavating a region P divided by earth retaining 10 in the ground G by a predetermined depth D1.SELECTED DRAWING: Figure 6
【課題】地下水位が比較的深い位置にある場所に山留を設置して地盤を掘削するに際し、揚水装置を用いて簡易に地下水位を低下させる。【解決手段】揚水装置20は、地下水を揚水するための複数の揚水管22と、複数の揚水管22の各々の上端部22aに接続され、かつ、水平に延びるヘッダー管23と、ヘッダー管23内を負圧状態にする吸引手段(真空ポンプ24)と、複数の揚水管22の各々の下端部22bに設けられるウェルポイント21とを備える。揚水装置20を用いて地盤Gの地下水位WLを低下させる工法は、地盤Gのうち山留10によって区画される領域Pを所定深さD1分掘削して形成された空間部30内にヘッダー管23を設けることを含む。【選択図】図6
GROUND WATER LEVEL LOWERING METHOD
To easily lower a ground water level using a water pumping device when earth retaining is installed in a place where a ground water level is at a comparatively deep position and foundation is excavated.SOLUTION: A water pumping device 20 includes a plurality of water pumping pipes 22 for pumping ground water, header pipes 23 which are connected to each of upper ends 22a of the plurality of water pumping pipes 22 and extend in a horizontal direction, suction means (vacuum pump 24) which makes the inside of the header pipe 23 a negative pressure state, and well points 21 provided on each of lower ends 22b of the plurality of water pumping pipes 22. A method for lowering a ground water level WL of a ground G using the water pumping device 20 includes providing the header pipes 23 in a space part 30a formed by excavating a region P divided by earth retaining 10 in the ground G by a predetermined depth D1.SELECTED DRAWING: Figure 6
【課題】地下水位が比較的深い位置にある場所に山留を設置して地盤を掘削するに際し、揚水装置を用いて簡易に地下水位を低下させる。【解決手段】揚水装置20は、地下水を揚水するための複数の揚水管22と、複数の揚水管22の各々の上端部22aに接続され、かつ、水平に延びるヘッダー管23と、ヘッダー管23内を負圧状態にする吸引手段(真空ポンプ24)と、複数の揚水管22の各々の下端部22bに設けられるウェルポイント21とを備える。揚水装置20を用いて地盤Gの地下水位WLを低下させる工法は、地盤Gのうち山留10によって区画される領域Pを所定深さD1分掘削して形成された空間部30内にヘッダー管23を設けることを含む。【選択図】図6
GROUND WATER LEVEL LOWERING METHOD
地下水位低下工法
YASUNAGA MASAMICHI (author)
2019-11-21
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
METHOD FOR LOWERING GROUND WATER LEVEL AND SYSTEM FOR LOWERING GROUND WATER LEVEL
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