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CAST-IN-PLACE PILING METHOD, AND CONSTRUCTION METHOD
To provide a cast-in-place piling method capable of reducing construction period.SOLUTION: In the cast-in-place piling method, only cast-in-place piles 20C are formed from the ground in a specific area where is immediately below an area on which construction base 410 will be formed later. After that, an underground space S is formed by digging entire area in a target range required to form cast-in-place piles 20C. In the target area but out of the specific area, the remaining required cast-in-place piles 20C are formed from the bottom of the formed underground space S.SELECTED DRAWING: Figure 22
【課題】工期の短縮を実現することのできる場所打ち杭工法を提供する。【解決手段】後に構台410が設けられる部分の直下である特定範囲における場所打ち杭20Cのみを地表から打つ。その後、場所打ち杭20Cを打つことが必要な範囲である対象範囲の全域を掘り下げて地下空間Sを形成する。形成された地下空間Sの底から、対象範囲内で且つ特定範囲外において必要となる、残りの場所打ち杭20Cを打つ。【選択図】図22
CAST-IN-PLACE PILING METHOD, AND CONSTRUCTION METHOD
To provide a cast-in-place piling method capable of reducing construction period.SOLUTION: In the cast-in-place piling method, only cast-in-place piles 20C are formed from the ground in a specific area where is immediately below an area on which construction base 410 will be formed later. After that, an underground space S is formed by digging entire area in a target range required to form cast-in-place piles 20C. In the target area but out of the specific area, the remaining required cast-in-place piles 20C are formed from the bottom of the formed underground space S.SELECTED DRAWING: Figure 22
【課題】工期の短縮を実現することのできる場所打ち杭工法を提供する。【解決手段】後に構台410が設けられる部分の直下である特定範囲における場所打ち杭20Cのみを地表から打つ。その後、場所打ち杭20Cを打つことが必要な範囲である対象範囲の全域を掘り下げて地下空間Sを形成する。形成された地下空間Sの底から、対象範囲内で且つ特定範囲外において必要となる、残りの場所打ち杭20Cを打つ。【選択図】図22
CAST-IN-PLACE PILING METHOD, AND CONSTRUCTION METHOD
場所打ち杭工法、及び建築工法
KAWAZOE EIICHI (author)
2019-06-06
Patent
Electronic Resource
Japanese
Stiffening Cast-in-Place Piling by Bottom Grouting
British Library Conference Proceedings | 1988
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