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GUIDE DEVICE FOR BEING USED TO DRIVE CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL, AND METHOD FOR DRIVING CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL
PROBLEM TO BE SOLVED: To accurately drive a plurality of core materials, which constitute a diagonal earth retaining wall, in such a manner that they are linearly arranged and that each of them makes a predetermined angle of inclination, even when a pile driver cannot be installed on a lot on the outside of an excavation area.SOLUTION: A guide device 10 comprises a plurality of guide materials 16 and 20 that are supported by a pile 12 and or a pile 14 and that are arranged in such a manner as to be elongated in parallel with each other in a direction in which soldier beams 1 of a diagonal earth retaining wall are lined. The plurality of guide materials 16 and 20 are arranged in such a manner that a core material 1 tilted to the outside of an excavation area 2 abuts on a first position on the guide material 20 and a second position on the guide material 16 on the downside with respect to the first position and on the side of the excavation area 2.
【課題】掘削領域の外側の敷地に杭打機を設置できない場合でも、斜め土留壁を構成する複数の芯材を、直線的に並ぶと共に、各々が所定の傾斜角度になるように精度よく打設する。【解決手段】ガイド装置10では、杭12又は杭14に支持され、斜め土留め壁の親杭1が並ぶ方向に互いに平行に延びるように配された複数のガイド材16、20を備える。複数のガイド材16、20は、掘削領域2の外側へ傾倒された芯材1が、ガイド材20上の第一の位置と、それよりも下側且つ掘削領域2側のガイド材16上の第二の位置とに当たるように配されている。【選択図】図2
GUIDE DEVICE FOR BEING USED TO DRIVE CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL, AND METHOD FOR DRIVING CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL
PROBLEM TO BE SOLVED: To accurately drive a plurality of core materials, which constitute a diagonal earth retaining wall, in such a manner that they are linearly arranged and that each of them makes a predetermined angle of inclination, even when a pile driver cannot be installed on a lot on the outside of an excavation area.SOLUTION: A guide device 10 comprises a plurality of guide materials 16 and 20 that are supported by a pile 12 and or a pile 14 and that are arranged in such a manner as to be elongated in parallel with each other in a direction in which soldier beams 1 of a diagonal earth retaining wall are lined. The plurality of guide materials 16 and 20 are arranged in such a manner that a core material 1 tilted to the outside of an excavation area 2 abuts on a first position on the guide material 20 and a second position on the guide material 16 on the downside with respect to the first position and on the side of the excavation area 2.
【課題】掘削領域の外側の敷地に杭打機を設置できない場合でも、斜め土留壁を構成する複数の芯材を、直線的に並ぶと共に、各々が所定の傾斜角度になるように精度よく打設する。【解決手段】ガイド装置10では、杭12又は杭14に支持され、斜め土留め壁の親杭1が並ぶ方向に互いに平行に延びるように配された複数のガイド材16、20を備える。複数のガイド材16、20は、掘削領域2の外側へ傾倒された芯材1が、ガイド材20上の第一の位置と、それよりも下側且つ掘削領域2側のガイド材16上の第二の位置とに当たるように配されている。【選択図】図2
GUIDE DEVICE FOR BEING USED TO DRIVE CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL, AND METHOD FOR DRIVING CORE MATERIAL FOR DIAGONAL EARTH RETAINING WALL
斜め土留壁の芯材を打設するのに用いられるガイド装置、及び斜め土留め壁の芯材の打設方法
ISHIDA SATOSHI (Autor:in) / SHIMADA YOICHI (Autor:in) / AOKI SHUNJI (Autor:in) / TAKANO HIROYUKI (Autor:in)
04.06.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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