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DRAIN PILE AND LIQUEFACTION COUNTERMEASURES METHOD
To provide a drain pile capable of suppressing the influence of liquefaction that can be easily installed around an existing structure, and a liquefaction countermeasure method using this drain pile.SOLUTION: A drain pile 100 of a typical configuration according to the present invention is a tubular drain pile 100 embedded in the ground, and comprises a tapered tip portion 104 which is closed, a water inlet 108 which is formed on a side surface 106 and into which underground water flows, and a water outlet 110 which is open on the ground.SELECTED DRAWING: Figure 1
【課題】既設の構造物の周囲にも簡単に設置できる液状化の影響を抑制可能なドレーン杭およびこのドレーン杭を用いた液状化対策工法を提供する。【解決手段】本発明にかかる代表的な構成のドレーン杭100は、地盤に埋め込む管状のドレーン杭100であって、閉塞している先細りの先端部104と、側面106に複数形成されていて地中の水が流れ込む吸水口108と、地上にて開口している排水口110と、を備えることを特徴とする。【選択図】図1
DRAIN PILE AND LIQUEFACTION COUNTERMEASURES METHOD
To provide a drain pile capable of suppressing the influence of liquefaction that can be easily installed around an existing structure, and a liquefaction countermeasure method using this drain pile.SOLUTION: A drain pile 100 of a typical configuration according to the present invention is a tubular drain pile 100 embedded in the ground, and comprises a tapered tip portion 104 which is closed, a water inlet 108 which is formed on a side surface 106 and into which underground water flows, and a water outlet 110 which is open on the ground.SELECTED DRAWING: Figure 1
【課題】既設の構造物の周囲にも簡単に設置できる液状化の影響を抑制可能なドレーン杭およびこのドレーン杭を用いた液状化対策工法を提供する。【解決手段】本発明にかかる代表的な構成のドレーン杭100は、地盤に埋め込む管状のドレーン杭100であって、閉塞している先細りの先端部104と、側面106に複数形成されていて地中の水が流れ込む吸水口108と、地上にて開口している排水口110と、を備えることを特徴とする。【選択図】図1
DRAIN PILE AND LIQUEFACTION COUNTERMEASURES METHOD
ドレーン杭および液状化対策工法
ITO HIROKAZU (Autor:in) / MIYATA TAKANOBU (Autor:in) / TAKIGASAKI HIKARI (Autor:in) / AONO FUMIYASU (Autor:in)
04.07.2019
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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