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METHOD FOR INJECTING SOLIDIFICATION AGENT INTO EXCAVATION HOLE, AND EXCAVATION ROD
To make it possible to form two types of solidification agent layers with good quality efficiently.SOLUTION: An excavation rod 40 is made by joining an excavation head 30 to the lower end of a rod body 1 in which unit rods 3A, 3B, 3C are connected (Figure a). The unit rod 3B is provided with a closing cylinder 7 that locks on a locking tool 13 to close an upper discharge port 6 of an outer wall and that can slide inside the unit rod 3B (Figures b, c). If the excavation of an excavation hole using the excavation rod 30 is finished, a solidification agent is discharged from a lower discharge port 34 through a liquid passage 2 from above ground, and the excavation rod 40 is raised while forming a first solidification agent layer. Next, a switching top 20 is dropped in the liquid passage 2 from above the rod body 1 (Figure c), a tapered side surface 22 of the switching top 20 releases the locking of the locking tool 13. The switching top 20 and the closing cylinder 7 fall to open the upper discharge port 6. At the same time, since the switching top 20 closes the hollow part of the closing cylinder 7 to block the liquid passage 2 below, a second solidification layer can be formed by discharging a solidification agent from the upper discharge port 6 through the liquid passage 2 from above ground.SELECTED DRAWING: Figure 1
【課題】2種類の良質の固化剤層を効率良く形成できる。【解決手段】単位ロッド3A、3B、3Cをつなげたロッド本体1の下端に、掘削ヘッド30を連結して、掘削ロッド40とする(a)。単位ロッド3Bは、係止具13に係止して外壁の上吐出口6を塞ぎ、かつ単位ロッド3B内を摺動できる閉鎖筒7を設けてある(b、c)。掘削ヘッド30での掘削穴の掘削が完了したならば、地上から液路2を通って下吐出口34から固化剤を吐出させて第1固化剤層を形成しながら掘削ロッド40を上昇させる。次ぎに、ロッド本体1の上方から液路2内に切替駒20を落とすと(c)、切替駒20のテーパー側面22が係止具13の係止を解除する。切替駒20と閉鎖筒7は下降し、上吐出口6を開放する。同時に切替駒20が閉鎖筒7の中空部を塞ぐので下方への液路2を遮断し、地上から液路2を通して上吐出口6から固化剤を吐出させ、第2固化剤層を形成できる。【選択図】図1
METHOD FOR INJECTING SOLIDIFICATION AGENT INTO EXCAVATION HOLE, AND EXCAVATION ROD
To make it possible to form two types of solidification agent layers with good quality efficiently.SOLUTION: An excavation rod 40 is made by joining an excavation head 30 to the lower end of a rod body 1 in which unit rods 3A, 3B, 3C are connected (Figure a). The unit rod 3B is provided with a closing cylinder 7 that locks on a locking tool 13 to close an upper discharge port 6 of an outer wall and that can slide inside the unit rod 3B (Figures b, c). If the excavation of an excavation hole using the excavation rod 30 is finished, a solidification agent is discharged from a lower discharge port 34 through a liquid passage 2 from above ground, and the excavation rod 40 is raised while forming a first solidification agent layer. Next, a switching top 20 is dropped in the liquid passage 2 from above the rod body 1 (Figure c), a tapered side surface 22 of the switching top 20 releases the locking of the locking tool 13. The switching top 20 and the closing cylinder 7 fall to open the upper discharge port 6. At the same time, since the switching top 20 closes the hollow part of the closing cylinder 7 to block the liquid passage 2 below, a second solidification layer can be formed by discharging a solidification agent from the upper discharge port 6 through the liquid passage 2 from above ground.SELECTED DRAWING: Figure 1
【課題】2種類の良質の固化剤層を効率良く形成できる。【解決手段】単位ロッド3A、3B、3Cをつなげたロッド本体1の下端に、掘削ヘッド30を連結して、掘削ロッド40とする(a)。単位ロッド3Bは、係止具13に係止して外壁の上吐出口6を塞ぎ、かつ単位ロッド3B内を摺動できる閉鎖筒7を設けてある(b、c)。掘削ヘッド30での掘削穴の掘削が完了したならば、地上から液路2を通って下吐出口34から固化剤を吐出させて第1固化剤層を形成しながら掘削ロッド40を上昇させる。次ぎに、ロッド本体1の上方から液路2内に切替駒20を落とすと(c)、切替駒20のテーパー側面22が係止具13の係止を解除する。切替駒20と閉鎖筒7は下降し、上吐出口6を開放する。同時に切替駒20が閉鎖筒7の中空部を塞ぐので下方への液路2を遮断し、地上から液路2を通して上吐出口6から固化剤を吐出させ、第2固化剤層を形成できる。【選択図】図1
METHOD FOR INJECTING SOLIDIFICATION AGENT INTO EXCAVATION HOLE, AND EXCAVATION ROD
掘削穴内への固化剤の注入方法および掘削ロッド
KITANI YOSHINOBU (Autor:in)
22.03.2019
Patent
Elektronische Ressource
Japanisch
EXCAVATION ROD, EXCAVATION HEAD AND PILE-HOLE EXCAVATION DEVICE
Europäisches Patentamt | 2019
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