Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
LIQUEFACTION PREVENTION STRUCTURE FOR HOUSING GROUND
PROBLEM TO BE SOLVED: To provide a liquefaction prevention structure capable of preventing liquefaction of housing ground.SOLUTION: A liquefaction prevention structure comprises: a ground constraining wall 20 and a surface ground improvement body 30. A watertight structure is constructed in a gap between the ground constraining wall 20 and the surface ground improvement body 30. The ground constraining wall 20 is constructed as a floating type structure extended from a ground surface to a depth which does not reach a non-liquefaction layer 10b and has, at strategic positions thereof, either supporting column bodies 21, a supporting wall body with a plurality of supporting column bodies arranged in a row or steel pipe piles 23 which reach the non-liquefaction layer 10b.
【課題】宅地地盤の液状化を防止できる液状化防止構造を提供する。【解決手段】地盤拘束壁20と表層地盤改良体30とから構成される。前記地盤拘束壁20と前記表層地盤改良体30との隙間は水密構造に処理される。前記地盤拘束壁20は、地表部から非液状化層10bへは到達しない深さの浮き型構造として造成され、同地盤拘束壁20の要所位置に、非液状化層10bにまで到達させた支持用柱状体21又は支持用柱状体を複数連ねた支持用壁状体若しくは鋼管杭23を含む構成であることを特徴とする。【選択図】図1
LIQUEFACTION PREVENTION STRUCTURE FOR HOUSING GROUND
PROBLEM TO BE SOLVED: To provide a liquefaction prevention structure capable of preventing liquefaction of housing ground.SOLUTION: A liquefaction prevention structure comprises: a ground constraining wall 20 and a surface ground improvement body 30. A watertight structure is constructed in a gap between the ground constraining wall 20 and the surface ground improvement body 30. The ground constraining wall 20 is constructed as a floating type structure extended from a ground surface to a depth which does not reach a non-liquefaction layer 10b and has, at strategic positions thereof, either supporting column bodies 21, a supporting wall body with a plurality of supporting column bodies arranged in a row or steel pipe piles 23 which reach the non-liquefaction layer 10b.
【課題】宅地地盤の液状化を防止できる液状化防止構造を提供する。【解決手段】地盤拘束壁20と表層地盤改良体30とから構成される。前記地盤拘束壁20と前記表層地盤改良体30との隙間は水密構造に処理される。前記地盤拘束壁20は、地表部から非液状化層10bへは到達しない深さの浮き型構造として造成され、同地盤拘束壁20の要所位置に、非液状化層10bにまで到達させた支持用柱状体21又は支持用柱状体を複数連ねた支持用壁状体若しくは鋼管杭23を含む構成であることを特徴とする。【選択図】図1
LIQUEFACTION PREVENTION STRUCTURE FOR HOUSING GROUND
宅地地盤の液状化防止構造
YAGI MASAO (Autor:in) / HIGASHIDA TOYOHIKO (Autor:in) / KUDO KENJI (Autor:in) / MATSUOKA YASUHIRO (Autor:in) / TAMURA TETSUYA (Autor:in) / TANI TOSHIO (Autor:in) / TSUKUNI SHOICHI (Autor:in)
07.09.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
LIQUEFACTION PREVENTION UNDERGROUND OBJECT AND SEISMIC GROUND DEFORMATION PREVENTION STRUCTURE
Europäisches Patentamt | 2017
|