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SOLDIER PILES AND LAGGING METHOD
PROBLEM TO BE SOLVED: To provide a soldier piles and lagging method which makes materials of the same sort injected into a foot protection material and a pile hole filler and which facilitates installation of horizontal lagging.SOLUTION: A soldier piles and lagging method includes the steps of: temporarily pre-fixing a channel forming member 2 with a length corresponding to an excavation depth into H-shaped steel 1 serving as a core material; continuously injecting concrete into a foot protection material 7 and a pile hole filler 8 by using the concrete; and removing the channel forming member 2 each time excavation is performed. Since the channel forming member 2 has the length corresponding to the excavation depth, it can be removed at each excavation depth.SELECTED DRAWING: Figure 3
【課題】根固め材と杭孔充填材に同種の材料を注入し、かつ横矢板の設置を容易とする親杭横矢板工法を提供する。【解決手段】親杭横矢板工法において、芯材となるH形鋼1に予め掘削深度に応じた長さの溝形形成部材2を仮固定する工程と、根固め材7および杭孔充填剤8にコンクリートを使用し、連続して注入する工程と、掘削毎に溝形形成部材2を撤去する工程を含む。溝形形成部材2は掘削深度に応じた長さであるため、掘削深度毎に撤去することができる。【選択図】図3
SOLDIER PILES AND LAGGING METHOD
PROBLEM TO BE SOLVED: To provide a soldier piles and lagging method which makes materials of the same sort injected into a foot protection material and a pile hole filler and which facilitates installation of horizontal lagging.SOLUTION: A soldier piles and lagging method includes the steps of: temporarily pre-fixing a channel forming member 2 with a length corresponding to an excavation depth into H-shaped steel 1 serving as a core material; continuously injecting concrete into a foot protection material 7 and a pile hole filler 8 by using the concrete; and removing the channel forming member 2 each time excavation is performed. Since the channel forming member 2 has the length corresponding to the excavation depth, it can be removed at each excavation depth.SELECTED DRAWING: Figure 3
【課題】根固め材と杭孔充填材に同種の材料を注入し、かつ横矢板の設置を容易とする親杭横矢板工法を提供する。【解決手段】親杭横矢板工法において、芯材となるH形鋼1に予め掘削深度に応じた長さの溝形形成部材2を仮固定する工程と、根固め材7および杭孔充填剤8にコンクリートを使用し、連続して注入する工程と、掘削毎に溝形形成部材2を撤去する工程を含む。溝形形成部材2は掘削深度に応じた長さであるため、掘削深度毎に撤去することができる。【選択図】図3
SOLDIER PILES AND LAGGING METHOD
親杭横矢板工法
ASAI NOBUHIRO (author) / HATA YOSUKE (author)
2016-03-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Observation on tied-back soldier-pile and timber-lagging wall
Engineering Index Backfile | 1967
|Design and Construction of a Soldier Pile and Lagging Wall in Piedmont Residual Soil
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