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REMOVAL METHOD OF EXISTING PILE
To prevent debris from falling into edge-cut holes around existing piles when cutting the existing piles, and smoothly improve muddy water in the holes after removing the existing piles to the same level as the surrounding ground.SOLUTION: In removing an existing pile 32, which has been cut off from the ground G, by pulling it up by a predetermined length, and cutting and removing the same, large debris (concrete debris) generated during cutting is received by a debris fall prevention plate 40 and a net 46 arranged thereon, so that the debris is prevented from falling into an edge-cut hole 34. It is advantageous in smoothly performing the work of improving the muddy water in the hole 34 after removing the existing pile 32 to the same level as the surrounding ground G.SELECTED DRAWING: Figure 4
【課題】既存杭の切断時におけるがれきの既存杭の周囲の縁切りした孔内への落下を阻止し、既存杭を撤去した後の孔内の泥水を、周囲の地盤と同等に改良する作業を円滑に行なう。【解決手段】地盤Gと縁切れされた既存杭32を所定の長さ毎に引き上げては切断して撤去するにあたって、切断時に発生する大きながれき(コンクリート破片)が、がれき落下防止板40およびその上に配置されたネット46により受け止められるため、がれきが縁切りした孔34内に落下することが防止される。既存杭32を撤去した後の孔34内の泥水を、周囲の地盤Gと同等に改良する作業を円滑に行なう上で有利となる。【選択図】図4
REMOVAL METHOD OF EXISTING PILE
To prevent debris from falling into edge-cut holes around existing piles when cutting the existing piles, and smoothly improve muddy water in the holes after removing the existing piles to the same level as the surrounding ground.SOLUTION: In removing an existing pile 32, which has been cut off from the ground G, by pulling it up by a predetermined length, and cutting and removing the same, large debris (concrete debris) generated during cutting is received by a debris fall prevention plate 40 and a net 46 arranged thereon, so that the debris is prevented from falling into an edge-cut hole 34. It is advantageous in smoothly performing the work of improving the muddy water in the hole 34 after removing the existing pile 32 to the same level as the surrounding ground G.SELECTED DRAWING: Figure 4
【課題】既存杭の切断時におけるがれきの既存杭の周囲の縁切りした孔内への落下を阻止し、既存杭を撤去した後の孔内の泥水を、周囲の地盤と同等に改良する作業を円滑に行なう。【解決手段】地盤Gと縁切れされた既存杭32を所定の長さ毎に引き上げては切断して撤去するにあたって、切断時に発生する大きながれき(コンクリート破片)が、がれき落下防止板40およびその上に配置されたネット46により受け止められるため、がれきが縁切りした孔34内に落下することが防止される。既存杭32を撤去した後の孔34内の泥水を、周囲の地盤Gと同等に改良する作業を円滑に行なう上で有利となる。【選択図】図4
REMOVAL METHOD OF EXISTING PILE
既存杭の撤去方法
KITAJIMA AKIRA (author) / MISHIMA SHINYA (author) / MARU TAKAHIRO (author) / MIYAZAWA SHO (author) / TOSAUCHI YUSUKE (author) / CHIGUSA NOBUYUKI (author) / ASANO KOJI (author) / HASEGAWA TAKUMA (author)
2021-11-01
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
EXISTING PILE REMOVAL DEVICE AND EXISTING PILE REMOVAL METHOD
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