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STEEL EARTH RETAINING WALL MEMBER AND SYNTHESIZED WALL WITH STEEL EARTH RETAINING WALL MEMBER
PROBLEM TO BE SOLVED: To provide a steel earth retaining wall member and a synthesized wall formed with the steel earth retaining wall member capable of increasing workability by omitting field welding operation, enhancing section property in the steel earth retaining wall, and exerting sufficient concrete fixing property.SOLUTION: A steel earth retaining wall member 1 of the present invention is used for a synthesized wall structure in which a steel earth retaining wall in which a steel pile 3 is established on the ground and a reinforced concrete wall formed on one side thereof are integrally formed. A steel member 5 which comprises a T shaped part in section in the axis direction and extends in the axis direction of the steel pile 3 is attached on outer surface on the side of the steel pile 3 where the reinforced concrete wall is formed in a manner where a flange part 5a of the T shaped part faces to the steel pile 3 with a predetermined gap. A slide stopping member 7 as a function for stopping slide is attached on the steel member 5 and/or the steel pile 3.
【課題】現場溶接作業を廃して施工性を高めるとともに、鋼製土留め壁の断面性能を高め、かつ十分なコンクリート定着性能を発揮することができる土留め壁用鋼製部材及び該土留め壁用鋼製部材を用いて形成される合成構造壁を提供する。【解決手段】本発明に係る土留め壁用鋼製部材1は、鋼製矢板3を地盤に打設した鋼製土留め壁とその片面に形成される鉄筋コンクリート壁とを一体化して形成される合成壁構造に用いるものであって、軸方向断面においてT形状部を含むと共に鋼製矢板3の軸方向に延びる鋼製部材5を、鋼製矢板3における鉄筋コンクリート壁を形成する側の外面に、T形状部のフランジ部5aが所定の隙間を介して鋼製矢板3に対向するように取り付け、かつ鋼製部材5及び/又は鋼製矢板3にずれ止め機能として、ずれ止め部材7を取り付けてなるものである。【選択図】 図1
STEEL EARTH RETAINING WALL MEMBER AND SYNTHESIZED WALL WITH STEEL EARTH RETAINING WALL MEMBER
PROBLEM TO BE SOLVED: To provide a steel earth retaining wall member and a synthesized wall formed with the steel earth retaining wall member capable of increasing workability by omitting field welding operation, enhancing section property in the steel earth retaining wall, and exerting sufficient concrete fixing property.SOLUTION: A steel earth retaining wall member 1 of the present invention is used for a synthesized wall structure in which a steel earth retaining wall in which a steel pile 3 is established on the ground and a reinforced concrete wall formed on one side thereof are integrally formed. A steel member 5 which comprises a T shaped part in section in the axis direction and extends in the axis direction of the steel pile 3 is attached on outer surface on the side of the steel pile 3 where the reinforced concrete wall is formed in a manner where a flange part 5a of the T shaped part faces to the steel pile 3 with a predetermined gap. A slide stopping member 7 as a function for stopping slide is attached on the steel member 5 and/or the steel pile 3.
【課題】現場溶接作業を廃して施工性を高めるとともに、鋼製土留め壁の断面性能を高め、かつ十分なコンクリート定着性能を発揮することができる土留め壁用鋼製部材及び該土留め壁用鋼製部材を用いて形成される合成構造壁を提供する。【解決手段】本発明に係る土留め壁用鋼製部材1は、鋼製矢板3を地盤に打設した鋼製土留め壁とその片面に形成される鉄筋コンクリート壁とを一体化して形成される合成壁構造に用いるものであって、軸方向断面においてT形状部を含むと共に鋼製矢板3の軸方向に延びる鋼製部材5を、鋼製矢板3における鉄筋コンクリート壁を形成する側の外面に、T形状部のフランジ部5aが所定の隙間を介して鋼製矢板3に対向するように取り付け、かつ鋼製部材5及び/又は鋼製矢板3にずれ止め機能として、ずれ止め部材7を取り付けてなるものである。【選択図】 図1
STEEL EARTH RETAINING WALL MEMBER AND SYNTHESIZED WALL WITH STEEL EARTH RETAINING WALL MEMBER
土留め壁用鋼製部材および該土留め壁用鋼製部材を用いた合成構造壁
ONDA KUNIHIKO (Autor:in) / OKA YOSHITAKE (Autor:in) / TSUJIMOTO KAZUHITO (Autor:in) / TONO MITSUO (Autor:in) / YAMAMOTO TADAHISA (Autor:in) / MAEDA TOMONARI (Autor:in) / IWASAKI SHINICHI (Autor:in) / NISHIGUCHI MASAHITO (Autor:in)
22.10.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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