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A platform for research: civil engineering, architecture and urbanism
METHOD OF BURYING PILE BODY
To provide a method capable of reducing vibrations and noises that occur when burying a large number of pile bodies having a lateral pressure resistance plate.SOLUTION: The method of burying a pile body 2 that has a rod-shaped pile main body 21 and a plate-shaped lateral pressure resistance plate 22 protruding from the side surface of the pile main body 21 in a ground 11, includes: a pilot hole forming step of forming a pilot hole 12 at the buried position of the pile main body 21 in the ground 11; a pile body insertion step in which the pile body 2 is erected and the tip end of the pile main body 21 is inserted into the pilot hole 12; and a pile burying step in which a force is applied to the pile 2 from above and the pile body 2 is buried in the ground 11.SELECTED DRAWING: Figure 2
【課題】側圧抵抗板を有する杭体を埋設する際に発生する振動や騒音を抑えることができる杭体の埋設方法を提供する。【解決手段】棒状の杭体本体部２１と、杭体本体部２１の側面から突出する板状の側圧抵抗板２２と、を有する杭体２を地盤１１に埋設する杭体の埋設方法において、地盤１１における杭体本体部２１の埋設位置に下孔１２を形成する下孔形成工程と、杭体２を立設させ杭体本体部２１の先端側を下孔１２に挿入させる杭体挿入工程と、杭体２に上方から加力し、杭体２を地盤１１に埋設する杭体埋設工程と、を有する。【選択図】図２
METHOD OF BURYING PILE BODY
To provide a method capable of reducing vibrations and noises that occur when burying a large number of pile bodies having a lateral pressure resistance plate.SOLUTION: The method of burying a pile body 2 that has a rod-shaped pile main body 21 and a plate-shaped lateral pressure resistance plate 22 protruding from the side surface of the pile main body 21 in a ground 11, includes: a pilot hole forming step of forming a pilot hole 12 at the buried position of the pile main body 21 in the ground 11; a pile body insertion step in which the pile body 2 is erected and the tip end of the pile main body 21 is inserted into the pilot hole 12; and a pile burying step in which a force is applied to the pile 2 from above and the pile body 2 is buried in the ground 11.SELECTED DRAWING: Figure 2
【課題】側圧抵抗板を有する杭体を埋設する際に発生する振動や騒音を抑えることができる杭体の埋設方法を提供する。【解決手段】棒状の杭体本体部２１と、杭体本体部２１の側面から突出する板状の側圧抵抗板２２と、を有する杭体２を地盤１１に埋設する杭体の埋設方法において、地盤１１における杭体本体部２１の埋設位置に下孔１２を形成する下孔形成工程と、杭体２を立設させ杭体本体部２１の先端側を下孔１２に挿入させる杭体挿入工程と、杭体２に上方から加力し、杭体２を地盤１１に埋設する杭体埋設工程と、を有する。【選択図】図２
METHOD OF BURYING PILE BODY
杭体の埋設方法
SEKINE YOSHITAKA (author) / KODAIRA SHUNICHI (author)
2020-10-08
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
METHOD OF BURYING PILE BODY AND PILE BODY CONNECTION JIG
| European Patent Office | 2020