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CONNECTION STRUCTURE OF EXCAVATION MEMBER
PROBLEM TO BE SOLVED: To prevent sediment from flowing in from a joint between an excavation member and a pipe body part in excavation work.SOLUTION: An excavation member 1 comprises a cylindrical base body 2 closed at the lower end, and a rotary blade 3 for excavating soil by rotating around the axis together with this base body 2 provided on an outer peripheral surface of this base body 2. A columnar projection part 4 is also provided on the outer peripheral surface while projecting outward in its radial direction. A pipe body part 5 comprises a cylindrical pipe body 6, and a downward projecting abutting part 7 provided in a lower end part of this pipe body 6. This abutting part 7 is constituted of a first extending part 8a and a second extending part 8b forming an L shape by mutually crossing, and an abutting surface 9 having an oblique upward plane normal line is formed in an internal angle constituted by crossing both the extending parts 8a and 8b. The projection part 4 is allowed to abut on this abutting surface 9 to make abutting force act, the excavation member 1 is thereby pressed to the pipe body part 5, and a clearance g is generated in a joint between the excavation member 1 and the pipe body part 5, thereby preventing sediment from flowing in from this clearance g.
【課題】掘削作業中に掘削部材と管体部の継ぎ目から土砂等が流入するのを防止すること。【解決手段】掘削部材1は、下端が閉塞した筒状の基体2を有し、この基体2の外周面に、この基体2とともに軸周りに回転して土壌を掘削する回転羽根3を設ける。さらに、前記外周面にその径方向外向きに突出して円柱状の突起部4を設ける。管体部5は、筒状の管本体6を有し、この管本体6の下端部に、下向きに突出する当接部7を設ける。この当接部7は、互いに交差してL字形をなす第一延伸部8aと第二延伸部8bとから構成され、両延伸部8a、8bが交差して構成される内角に斜め上向きの面法線を有する当接面9を形成する。この当接面9に突起部4を当接して当接力を作用させることにより、掘削部材1を管体部5に押し付け、掘削部材1と管体部5の継ぎ目に隙間gが生じてこの隙間gから土砂等が流入するのを防止する。【選択図】図1
CONNECTION STRUCTURE OF EXCAVATION MEMBER
PROBLEM TO BE SOLVED: To prevent sediment from flowing in from a joint between an excavation member and a pipe body part in excavation work.SOLUTION: An excavation member 1 comprises a cylindrical base body 2 closed at the lower end, and a rotary blade 3 for excavating soil by rotating around the axis together with this base body 2 provided on an outer peripheral surface of this base body 2. A columnar projection part 4 is also provided on the outer peripheral surface while projecting outward in its radial direction. A pipe body part 5 comprises a cylindrical pipe body 6, and a downward projecting abutting part 7 provided in a lower end part of this pipe body 6. This abutting part 7 is constituted of a first extending part 8a and a second extending part 8b forming an L shape by mutually crossing, and an abutting surface 9 having an oblique upward plane normal line is formed in an internal angle constituted by crossing both the extending parts 8a and 8b. The projection part 4 is allowed to abut on this abutting surface 9 to make abutting force act, the excavation member 1 is thereby pressed to the pipe body part 5, and a clearance g is generated in a joint between the excavation member 1 and the pipe body part 5, thereby preventing sediment from flowing in from this clearance g.
【課題】掘削作業中に掘削部材と管体部の継ぎ目から土砂等が流入するのを防止すること。【解決手段】掘削部材1は、下端が閉塞した筒状の基体2を有し、この基体2の外周面に、この基体2とともに軸周りに回転して土壌を掘削する回転羽根3を設ける。さらに、前記外周面にその径方向外向きに突出して円柱状の突起部4を設ける。管体部5は、筒状の管本体6を有し、この管本体6の下端部に、下向きに突出する当接部7を設ける。この当接部7は、互いに交差してL字形をなす第一延伸部8aと第二延伸部8bとから構成され、両延伸部8a、8bが交差して構成される内角に斜め上向きの面法線を有する当接面9を形成する。この当接面9に突起部4を当接して当接力を作用させることにより、掘削部材1を管体部5に押し付け、掘削部材1と管体部5の継ぎ目に隙間gが生じてこの隙間gから土砂等が流入するのを防止する。【選択図】図1
CONNECTION STRUCTURE OF EXCAVATION MEMBER
掘削部材の接続構造
KITAMURA KEISUKE (Autor:in) / YAMASHITA KOJI (Autor:in) / HATSUYAMA TSUKASA (Autor:in)
12.11.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
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Gründungen