JPH06323078A - Excavator - Google Patents

Excavator

Info

Publication number
JPH06323078A
JPH06323078A JP11621693A JP11621693A JPH06323078A JP H06323078 A JPH06323078 A JP H06323078A JP 11621693 A JP11621693 A JP 11621693A JP 11621693 A JP11621693 A JP 11621693A JP H06323078 A JPH06323078 A JP H06323078A
Authority
JP
Japan
Prior art keywords
bit
collar
striking
hole
tip
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP11621693A
Other languages
Japanese (ja)
Other versions
JP2580947B2 (en
Inventor
Katsuo Koide
勝夫 小出
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOIDE KK
Original Assignee
KOIDE KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KOIDE KK filed Critical KOIDE KK
Priority to JP5116216A priority Critical patent/JP2580947B2/en
Publication of JPH06323078A publication Critical patent/JPH06323078A/en
Application granted granted Critical
Publication of JP2580947B2 publication Critical patent/JP2580947B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Abstract

PURPOSE:To improve durability by improving strength of a hole expanding bit, and excavating efficiently with low torque rotation. CONSTITUTION:A slidable cylinder body 20 is arranged between a device 7 and a hitting collar 2. A hitting ring 21 to be arranged between the step parts 17 and 18 is arranged on the base end of this cylinder body 20. A hole expanding bit 22 having a diameter larger than the hitting collar 2 is arranged on the tip projecting from the hitting collar 2 of the cylinder body 20. Thereby, since the whole excavation surface K is excavated by the hole expanding bit 22 and a bit head 11, rotational resistance of the bit head 11 and the hole expanding bit 22 is reduced, so that a device can be rotated with low torque. Thereby, abrasion of a rotation transmitting part such as a spline groove is reduced. Partial abrasion of the bit head 11 and the hole expanding bit 22 is also reduced, so that durability is improved.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水井戸,アンカー工
事,地辷り防止などで地中に埋設管を埋設する掘削に用
いる掘削装置に係わり、特に拡孔ビットを備えた掘削装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavator used for excavating a buried pipe in the ground for water wells, anchor works, landslide prevention, etc., and more particularly to an excavator equipped with a hole-expanding bit.

【0002】[0002]

【従来の技術】従来この種の鋼管などからなるケーシン
グパイプを土中に埋め込む掘削では、ドリルハンマーの
先端にデバイスを連結し、このデバイスの先端にビット
ヘッドを設け、ケーシングパイプの先端から突出した前
記ビットヘッドに衝撃力と回転力とを与えて掘削を行う
ようにしており、そのドリルハンマーからデバイスには
例えばスプライン溝を介して回転力を伝達している。そ
してそのケーシングパイプを地中へ容易に挿入するた
め、前記ケーシングパイプより大径に拡大可能なビット
装置が使用され、そのビット装置としては、デバイスの
底面に該デバイスの径とほぼ同径の略半円形をなす2分
割ブロックを形成し、これらブロックをデバイスの外周
面より所定掘削量分だけ突出して穿孔径を拡大するビッ
ト装置が特公平3−21717号公報に提案され、ま
た、3分割したブロックをデバイスの外周面より所定掘
削量分だけ突出して穿孔径を拡大するものや、偏心軸に
よりビットヘッドを偏心して穿孔径を拡大するものなど
が知られている。
2. Description of the Related Art Conventionally, in excavation in which a casing pipe made of steel pipe of this kind is buried in the soil, a device is connected to the tip of a drill hammer, a bit head is provided at the tip of the device, and the device protrudes from the tip of the casing pipe. An impact force and a rotational force are applied to the bit head to perform excavation, and the rotational force is transmitted from the drill hammer to the device via a spline groove, for example. In order to easily insert the casing pipe into the ground, a bit device that can be expanded to a diameter larger than that of the casing pipe is used. As the bit device, a bit device having substantially the same diameter as that of the device is provided on the bottom surface of the device. A bit device for forming a semicircular two-divided block and projecting these blocks from the outer peripheral surface of the device by a predetermined amount of excavation to increase the drilling diameter is proposed in Japanese Examined Patent Publication No. 3-21717 and divided into three. It is known that the block is projected from the outer peripheral surface of the device by a predetermined amount of excavation to increase the drilling diameter, and that the bit head is eccentric by an eccentric shaft to increase the drilling diameter.

【0003】[0003]

【発明が解決しようとする課題】上記従来の各ビット装
置では、複数に分割したブロックを突出移動したり、偏
心軸によりビットヘッドを偏心して穿孔径を拡大するも
のであるため、構造が複雑となって、壊れ易いものにな
ると共に、その掘削後ビット装置を縮小して行う回収作
業も煩雑になるという問題があった。また、上記移動及
び偏心により穿孔径が拡大しても、ビットヘッド自体が
拡大するものではなく、掘削面積に対してビットヘッド
の先端面積が小さくなり、回転時にビットヘッドの側面
が掘削面に食い込んで回転抵抗が大となって、ビットヘ
ッドが部分的に磨耗し易く、また、大きな回転トルクが
必要となり、ビットヘッドが部分的に磨耗し易いだけで
なく、ビットヘッドに回転を伝達するスプライン溝等が
短期間に磨耗して使用不能になるという問題があった。
In each of the above-mentioned conventional bit devices, since the blocks divided into a plurality of pieces are projected and moved, or the bit head is eccentric by the eccentric shaft to expand the drilling diameter, the structure is complicated. Then, there is a problem that it becomes fragile and that the recovery work performed by reducing the bit device after the excavation becomes complicated. Further, even if the drilling diameter increases due to the above movement and eccentricity, the bit head itself does not expand, the tip area of the bit head becomes smaller than the excavation area, and the side surface of the bit head bites into the excavation surface during rotation. The rotation resistance becomes large, the bit head is easily worn partially, and a large rotation torque is required. Therefore, not only the bit head is easily worn partially, but also the spline groove that transmits rotation to the bit head. However, there was a problem that the items were worn out and could not be used in a short period of time.

【0004】そこで本発明は拡孔ビットの強度の向上を
図り、低トルクの回転で効率のよい掘削を可能とし、か
つ耐久性に優れた掘削装置を提供することを目的とす
る。
Therefore, an object of the present invention is to provide a drilling device which improves the strength of a hole-expanding bit, enables efficient drilling with low torque rotation, and is excellent in durability.

【0005】[0005]

【課題を解決するための手段】請求項1の本発明は、衝
撃力及び回転力を受けるデバイスの先端にビットヘッド
を設け、前記デバイスの外周に外段部を形成すると共
に、ケーシングパイプの先端に設けた打当てカラーに内
段部を設け、これら段部を介して前記打当てカラーに衝
撃力を伝達すると共に、前記打当てカラーの先端から突
出した前記ビットヘッドの衝撃力及び回転力により掘削
を行う掘削装置において、前記デバイスと打当てカラー
との間にスライド可能な筒体を設け、この筒体の基端に
前記両段部間に配置した打当てリングを設けると共に、
前記筒体の前記打当てカラーから突出した先端に該打当
てカラーより径大な拡孔ビットを設けたものである。
According to the present invention of claim 1, a bit head is provided at the tip of a device that receives an impact force and a rotational force, an outer step portion is formed on the outer periphery of the device, and the tip of a casing pipe. By providing an inner step portion to the striking collar provided in, the impact force is transmitted to the striking collar through these step portions, and by the impact force and the rotational force of the bit head protruding from the tip of the striking collar, In an excavating device for excavating, a slidable cylinder is provided between the device and a striking collar, and a striking ring disposed between the step portions is provided at the base end of the cylinder,
An expanding hole bit having a diameter larger than that of the hitting collar is provided at the tip of the hitting collar of the cylindrical body.

【0006】また請求項2の発明は、前記筒体にデバイ
スを嵌入し、該デバイスの回転力を拡孔ビットに伝達す
るものである。
According to a second aspect of the present invention, a device is fitted in the cylindrical body and the rotational force of the device is transmitted to the hole-expanding bit.

【0007】[0007]

【作用】上記請求項1の構成により、デバイスの外段部
が打当てリングを打撃して衝撃力が拡孔ビットに伝達さ
れ、この拡孔ビットとビットヘッドとにより掘削面の全
面を打撃して掘削が行われる。
According to the structure of claim 1, the outer step portion of the device strikes the hitting ring to transmit the impact force to the hole expanding bit, and the hole expanding bit and the bit head hit the entire excavation surface. Excavation is performed.

【0008】また上記請求項2の構成により、デバイス
の回転力が拡孔ビットに伝達され、ビットヘッドと共に
拡孔ビットが回転しながら掘削が行われる。また、掘削
面全体を拡孔ビットとビットヘッドとが回転しながら打
撃して掘削するため、回転抵抗が少なくなり低トルクで
回転することができ、各部の磨耗が少なくなって耐久性
が向上する。
According to the second aspect of the invention, the rotational force of the device is transmitted to the hole expanding bit, and the hole expanding bit is rotated together with the bit head for excavation. In addition, since the hole-expanding bit and the bit head strike the entire excavation surface while rotating, the rotational resistance is reduced, and rotation can be performed with low torque, wear of each part is reduced, and durability is improved. .

【0009】[0009]

【実施例】以下、本発明の実施例を添付図面を参照して
説明する。図1ないし図5は本発明の第1実施例を示
し、同図において、鋼管などからなるケーシングパイプ
1の先端には、鋼製などからなる打当てカラー2が溶着
され、この打当てカラー2は基端側の肉薄部3をケーシ
ングパイプ1の先端に挿入し、先端側の肉厚部4をケー
シングパイプ1先端に溶着している。前記ケーシングパ
イプ1内には、ドリルハンマー5が挿入され、このドリ
ルハンマー5の図示上方には該ドリルハンマー5を回転
するドリルロッド6が連結され、下部には鋼製などから
なるデバイス7が連結され、前記ドリルハンマー5は、
前記ドリルロッド5から送られた圧縮空気により前記デ
バイス7に衝撃力を伝達するエアーハンマー(図示せ
ず)を内臓している。前記デバイス7の基端に位置する
連結筒部8の外周には、スプライン溝9が一体に形成さ
れ、前記ドリルハンマー5の縦溝10に前記スプライン溝
9を嵌合して前記ドリルハンマー5の回転力がデバイス
7に伝達され、また、前記エアーハンマーが前記連結筒
部8を殴打してデバイス7に衝撃力が伝達される。前記
デバイス7の先端にはビットヘッド11が設けられ、この
ビットヘッド11には、超硬合金からなる複数のビット12
が設けられ、また、そのビットヘッド11の外周には複数
の縦溝13が形成されると共に、デバイス7の外周には、
3箇所の排土溝が形成されている。さらに、前記デバイ
ス7の内部には、排気通路15が形成され、この排気通路
15が前記ビットヘッド11の先端の排気口16に連通し、前
記ドリルロッド6から供給された圧縮空気が前記排気通
路15を通って排気口16から吹出し、この吹出した圧縮空
気が掘削した土砂等と共に前記縦溝13及び排土溝14を通
ってケーシングパイプ1の上方に排出される。また、前
記デバイス7の基端側外周には、外段部たる外周段部17
が形成され、この外周段部17に係合する内段部たる内周
段部18が、前記打当てカラー2の基端に形成されてい
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 5 show a first embodiment of the present invention, in which a striking collar 2 made of steel or the like is welded to the tip of a casing pipe 1 made of steel pipe or the like. The thin-walled portion 3 on the base end side is inserted into the front end of the casing pipe 1, and the thick-walled portion 4 on the front end side is welded to the front end of the casing pipe 1. A drill hammer 5 is inserted into the casing pipe 1, a drill rod 6 for rotating the drill hammer 5 is connected to an upper portion of the drill hammer 5 in the drawing, and a device 7 made of steel or the like is connected to a lower portion thereof. The drill hammer 5 is
An air hammer (not shown) for transmitting an impact force to the device 7 by the compressed air sent from the drill rod 5 is incorporated. A spline groove 9 is integrally formed on the outer periphery of the connecting cylinder portion 8 located at the base end of the device 7, and the spline groove 9 is fitted into the vertical groove 10 of the drill hammer 5 to allow the drill hammer 5 to move. The rotational force is transmitted to the device 7, and the air hammer strikes the connecting tube portion 8 to transmit the impact force to the device 7. A bit head 11 is provided at the tip of the device 7, and the bit head 11 includes a plurality of bits 12 made of cemented carbide.
And a plurality of vertical grooves 13 are formed on the outer periphery of the bit head 11, and the outer periphery of the device 7 is
Three earth removal grooves are formed. Further, an exhaust passage 15 is formed inside the device 7, and the exhaust passage 15 is formed.
15 communicates with an exhaust port 16 at the tip of the bit head 11, compressed air supplied from the drill rod 6 blows out from the exhaust port 16 through the exhaust passage 15, and the blown compressed air excavates earth and sand or the like. At the same time, it is discharged above the casing pipe 1 through the vertical groove 13 and the earth discharging groove 14. Further, an outer peripheral step portion 17 which is an outer step portion is provided on the outer periphery of the device 7 on the proximal side.
Is formed, and an inner peripheral step portion 18 that is an inner step portion that engages with the outer peripheral step portion 17 is formed at the base end of the striking collar 2.

【0010】20は前記デバイス7と打当てカラー2の間
にスライド自在に設けられた筒体であり、この筒体20の
基端には、前記両段部17,18の間に配置した打当てリン
グ21が一体に設けられ、この打当てリング21は、図示上
面が前記外周段部17に係合すすると共に、図示下面が前
記内周段部18に係合する。また、前記筒体20の先端は、
前記打当てカラー2の先端から突出し、この突出した先
端に略円筒形をなし該打当てカラーより径大な拡孔ビッ
ト22が一体に設けられ、この拡孔ビット22の先端面には
複数のビット12が設けられると共に、前記打当てカラー
22の先端と拡孔ビット22の基端の間には、該拡孔ビット
22を図示上下方向にスライド可能とする間隔Hが設けら
れている。また、前記デバイス7は筒体20に僅かな隙間
を介して挿脱自在に嵌入され、そのデバイス7の外面の
摺動面7Aが、筒体20の内面の摺動受面20Aに摺動し、
該デバイス7の回転を筒体20に伝達するように構成し、
さらに筒部20と打当てカラー2の間隔はデバイス7と筒
体20の間隔より僅かに広く設定している。尚、前記筒体
20,打当てリング21及び拡孔ビット22により鋼製などか
らなる拡孔ビット装置23を構成している。
Reference numeral 20 denotes a cylindrical body slidably provided between the device 7 and the striking collar 2, and at the base end of the cylindrical body 20, a striking member arranged between the step portions 17 and 18 is provided. An abutment ring 21 is integrally provided, and the abutment ring 21 has an upper surface shown in the figure engaged with the outer peripheral step portion 17 and a lower surface shown in the figure engages with the inner peripheral stepped portion 18. Further, the tip of the cylindrical body 20 is
A projecting end of the striking collar 2 is integrally provided with a perforating bit 22 having a substantially cylindrical shape and having a diameter larger than that of the striking collar. Bit 12 is provided and the hitting color is
Between the tip of the hole 22 and the base end of the hole expanding bit 22, the hole expanding bit 22
An interval H is provided so that 22 can be slid vertically in the drawing. The device 7 is removably fitted into the tubular body 20 with a slight clearance, and the sliding surface 7A on the outer surface of the device 7 slides on the sliding receiving surface 20A on the inner surface of the tubular body 20. ,
It is configured to transmit the rotation of the device 7 to the cylindrical body 20,
Further, the distance between the tubular portion 20 and the hitting collar 2 is set to be slightly wider than the distance between the device 7 and the tubular body 20. The cylindrical body
20, the striking ring 21, and the hole-expanding bit 22 constitute a hole-expanding bit device 23 made of steel or the like.

【0011】前記拡孔ビット装置23及び打当てカラー2
の組立方法に付き説明すると、図3に示すように、前記
打当てカラー2は長さ方向に2分割された分割カラー30
より形成され、これら分割カラー30を前記筒部20に外嵌
し、分割カラー30の肉厚部3相互の長さ方向突合箇所31
のみを溶着し、溶着後に打当てカラー2の基端側を前記
ケーシングパイプ1内に挿入し、打当てカラー2の肉厚
部4の基端側とケーシングパイプ1の先端との円周方向
突合箇所32を溶着している。
The hole expanding bit device 23 and the hitting collar 2
The assembling method will be described. As shown in FIG. 3, the striking collar 2 is divided into two in the length direction.
The split collars 30 are fitted to the tubular portion 20 and the thick portions 3 of the split collars 30 are abutted with each other in the longitudinal direction.
After welding, the base end side of the hitting collar 2 is inserted into the casing pipe 1, and the base end side of the thick portion 4 of the hitting collar 2 and the tip end of the casing pipe 1 are circumferentially butted. Spot 32 is welded.

【0012】次ぎに上記構成の掘削装置の使用方法につ
き説明すると、図1に示すように、先端に拡孔ビット装
置23と打当てカラー2を取付けたケーシングパイプ1内
にビットヘッド11を挿入して、拡孔ビット22の先端から
突出する。そしてドリルハンマー5によりデバイス7に
衝撃力と回転力を伝達すると、ビットヘッド11が掘削面
Kを打撃しながら回転し、同時にデバイス7の外周段部
17が打当てリング21を打撃して衝撃力が拡孔ビット22に
伝達され、拡孔ビット22が掘削面Kを打撃し、また、外
周段部17、打当てリング21及び内周段部18を介して打当
てカラー2にも衝撃力が伝達され、ケーシングパイプ1
が打ち込まれていく。さらに、デバイス7の摺動面7A
と筒体20の摺動受面20Aとが摺動して拡孔ビット装置23
が回転し、この場合、排気口16からの圧縮空気により吹
き飛ばされ縦溝及び排土溝15を通って上方に排出される
土砂などの一部が摺動面7Aと摺動受面20Aとの僅かな
隙間に入り込み、摺動面7Aと摺動受面20Aの摩擦が大
となり、デバイス7の回転力が拡孔ビット装置23に効率
よく伝達される。そして、ビットヘッド11と拡孔ビット
22によって掘削面K全体を打撃し、かつビットヘッド11
とともに拡孔ビット22がほぼ一体的に回転して掘削が行
われ、このように掘削面K全体を拡孔ビット22とビット
ヘッド11により打撃しかつそれらが回転しながら掘削を
行うため、回転抵抗が少なくなり低トルクで回転するこ
とができ、回転伝達部分であるスプライン溝9の磨耗も
少なく、かつビットヘッド11及び拡孔ビット22の部分的
な磨耗もなくなって耐久性が向上する。そして所定深さ
例えば比較的深い100メートル程度の掘削を終了した
ら、図5に示すように、ビットヘッド11を引き上げて回
収する。
Next, the method of using the excavating device having the above-mentioned structure will be described. As shown in FIG. 1, a bit head 11 is inserted into a casing pipe 1 having a hole expanding bit device 23 and a striking collar 2 attached to its tip. And protrudes from the tip of the hole-expanding bit 22. Then, when the impact force and the rotational force are transmitted to the device 7 by the drill hammer 5, the bit head 11 rotates while hitting the excavation surface K, and at the same time, the outer peripheral step portion of the device 7
17 strikes the striking ring 21 and the impact force is transmitted to the expanding hole bit 22, the expanding hole bit 22 strikes the excavation surface K, and the outer peripheral step portion 17, the striking ring 21, and the inner peripheral step portion 18 The impact force is transmitted to the striking collar 2 through the casing, and the casing pipe 1
Is driven in. Further, the sliding surface 7A of the device 7
And the slide receiving surface 20A of the tubular body 20 slide to allow the hole expanding bit device 23
Rotates, and in this case, a part of earth and sand blown off by the compressed air from the exhaust port 16 and discharged upward through the vertical groove and the earth discharge groove 15 forms a gap between the sliding surface 7A and the sliding receiving surface 20A. A small gap is entered, friction between the sliding surface 7A and the sliding receiving surface 20A becomes large, and the rotational force of the device 7 is efficiently transmitted to the hole expanding bit device 23. And the bit head 11 and the hole expanding bit
The entire excavation surface K is hit by 22 and the bit head 11
Along with this, the hole-expanding bit 22 rotates almost integrally to perform excavation, and thus, the entire excavation surface K is struck by the hole-expanding bit 22 and the bit head 11 and excavates while rotating, so that rotation resistance is increased. Therefore, it is possible to rotate with low torque, wear of the spline groove 9 which is a rotation transmitting part is small, and there is no partial wear of the bit head 11 and the perforated bit 22, so that durability is improved. When the excavation to a predetermined depth, for example, a relatively deep depth of about 100 meters is completed, the bit head 11 is pulled up and collected as shown in FIG.

【0013】このように本実施例では、衝撃力及び回転
力を受けるデバイス7の先端にビットヘッド11を設け、
デバイス7の外周に外段部たる外周段部17を形成すると
共に、ケーシングパイプ1の先端に設けた打当てカラー
2に内段部たる内周段部18を設け、これら段部17,18を
介して打当てカラー2に衝撃力を伝達すると共に、打当
てカラー2の先端から突出したビットヘッド11の衝撃力
及び回転力により掘削を行う掘削装置において、デバイ
ス7と打当てカラー2との間にスライド可能な筒体20を
設け、この筒体20の基端に両段部17,18間に配置した打
当てリング21を設けると共に、筒体20の打当てカラー2
から突出した先端に打当てカラー2より径大な拡孔ビッ
ト22を設けたものであるから、デバイス7の外周段部17
が打当てリング21を打撃して衝撃力が拡孔ビット22に伝
達され、この拡孔ビット22とビットヘッド11とにより掘
削面Kの全面を打撃して効率よく掘削を行うことができ
る。また、デバイス7と別体の拡孔ビット装置23を用い
て穿孔径を拡大するものであるから、ビット装置の簡略
化が図られ壊れにくいものとなり、また、拡孔ビット22
を略円筒形に形成することによりその部材強度を高める
ことができると共に、部分的な磨耗の発生も削減され
る。
As described above, in this embodiment, the bit head 11 is provided at the tip of the device 7 which receives the impact force and the rotational force,
An outer peripheral step portion 17 that is an outer step portion is formed on the outer periphery of the device 7, and an inner peripheral step portion 18 that is an inner step portion is provided on the striking collar 2 provided at the tip of the casing pipe 1. In the excavating device which transmits the impact force to the striking collar 2 via the excavating device by the impact force and the rotational force of the bit head 11 protruding from the tip of the striking collar 2, the excavating device is provided between the device 7 and the striking collar 2. A slidable tubular body 20 is provided at the base of the tubular body 20, and a striking ring 21 disposed between the step portions 17 and 18 is provided at the base end of the tubular body 20.
Since the expanded hole bit 22 having a diameter larger than that of the hitting collar 2 is provided at the tip protruding from the outer peripheral step portion 17 of the device 7.
Impacts the striking ring 21 and the impact force is transmitted to the hole-expanding bit 22, and the hole-expanding bit 22 and the bit head 11 strike the entire excavation surface K for efficient excavation. In addition, since the hole-expanding bit device 23, which is separate from the device 7, is used to increase the hole-drilling diameter, the bit device can be simplified and is not easily broken.
By forming the substantially cylindrical shape, the member strength can be increased, and the occurrence of partial wear can be reduced.

【0014】またこのように本実施例では、筒体20にデ
バイス7を嵌入し、デバイス7の回転力を拡孔ビット22
に伝達するものであるから、掘削面K全体を拡孔ビット
22とビットヘッド11により掘削するため、ビットヘッド
11及び拡孔ビット22の回転抵抗が少なくなり低トルクで
回転することができ、例えばスプライン溝9などの回転
伝達部分の磨耗が少なくなり、かつビットヘッド11及び
拡孔ビット22の部分的な磨耗も少なくなって耐久性が向
上する。さらに、ビットヘッド11に対して拡孔ビット22
を掘削方向後方に配置することにより、掘削面Kの中央
をビットヘッド11が掘削し、中央の掘削部分が案内とな
ってその外周側を拡孔ビット22が効率よく掘削すること
ができる。
As described above, in this embodiment, the device 7 is inserted into the tubular body 20 and the rotational force of the device 7 is increased by the hole expanding bit 22.
Since it is transmitted to the
Bit head for drilling with 22 and bit head 11
The rotation resistance of the 11 and the hole-expanding bit 22 is reduced and the torque can be rotated with a low torque. For example, the wear of the rotation transmitting portion such as the spline groove 9 is reduced, and the wear of the bit head 11 and the hole-expanding bit 22 is partially worn. It also reduces the durability and improves the durability. In addition, the bit expansion head 22
Is located rearward in the excavation direction, the bit head 11 excavates the center of the excavation surface K, and the central excavation portion serves as a guide, and the perforation bit 22 can efficiently excavate the outer peripheral side thereof.

【0015】さらに実施例上の効果として、ケーシング
パイプ1に打当てカラー2及び拡孔ビット装置23を取付
けるに際して、打当てカラー2を2分割された分割カラ
ー30より形成し、この分割カラー30の肉厚部3相互の長
さ方向突合箇所31のみを溶着し、溶着後に打当てカラー
2の基端側を前記ケーシングパイプ1内に挿入し、打当
てカラー2の肉厚部4の基端側とケーシングパイプ1の
先端との円周方向突合箇所32を溶着することにより、少
ない溶接箇所で効率よく取付強度を向上することができ
るとともに、その取付作業性の向上を図ることができ
る。また、拡孔ビット22を図示上下方向にスライド可能
とする間隔Hを設けることにより、ケーシングパイプ1
に対して拡孔ビット22が間隔Hのストロークで上下動
し、これにより掘削面Kに効果的に打撃力を加えること
ができる。
Further, as an effect of the embodiment, when the striking collar 2 and the hole expanding bit device 23 are mounted on the casing pipe 1, the striking collar 2 is formed by a split collar 30 which is divided into two. Only the abutting points 31 in the longitudinal direction of the thick portions 3 are welded, and after welding, the base end side of the striking collar 2 is inserted into the casing pipe 1, and the base end side of the thick portion 4 of the striking collar 2 is inserted. By welding the circumferential butt portion 32 between the end of the casing pipe 1 and the casing pipe 1, it is possible to efficiently improve the mounting strength at a small number of welding points and improve the mounting workability thereof. Further, by providing an interval H that allows the hole-expanding bit 22 to slide in the vertical direction in the drawing, the casing pipe 1
On the other hand, the hole-expanding bit 22 moves up and down with a stroke of the interval H, whereby the striking force can be effectively applied to the excavation surface K.

【0016】図6は本発明の第2実施例を示し、上記第
1実施例と同一部分に同一符号を付し、その詳細な説明
を省略して詳述すると、拡孔ビット22Aの先端面にビッ
ト22を設けないものを示し、このビット22のない拡孔ビ
ット22Aを用いた場合においても、該拡孔ビット22Aと
ビットヘッド11とにより掘削面Kの前面を打撃しながら
回転することにより、回転抵抗が少なくなり低トルクで
回転することができ、部分的な磨耗が少なくなって耐久
性の向上が図られ、第1実施例と同様な作用,効果を有
し、このようにビット22のない拡孔ビット22Aは、玉石
などのない掘削条件に適したものとなる。
FIG. 6 shows a second embodiment of the present invention, in which the same parts as those in the first embodiment are designated by the same reference numerals, and detailed description thereof will be omitted. In the case of using the hole-expanding bit 22A without the bit 22, the hole-expanding bit 22A and the bit head 11 rotate while hitting the front surface of the excavation surface K. Further, the rotation resistance is reduced, the rotation can be performed with a low torque, the partial wear is reduced, the durability is improved, and the operation and effect similar to those of the first embodiment are achieved. The hole-expanding bit 22A without a hole is suitable for excavation conditions without a boulder.

【0017】尚、本発明は上記実施例に限定されるもの
ではなく、本発明の要旨の範囲内において種々の変形実
施が可能である。例えばデバイスに衝撃力と回転力を与
える手段は適宜選定可能である。
The present invention is not limited to the above embodiment, and various modifications can be made within the scope of the gist of the present invention. For example, means for applying an impact force and a rotational force to the device can be appropriately selected.

【0018】[0018]

【発明の効果】請求項1の発明は、衝撃力及び回転力を
受けるデバイスの先端にビットヘッドを設け、前記デバ
イスの外周に外段部を形成すると共に、ケーシングパイ
プの先端に設けた打当てカラーに内段部を設け、これら
段部を介して前記打当てカラーに衝撃力を伝達すると共
に、前記打当てカラーの先端から突出した前記ビットヘ
ッドの衝撃力及び回転力により掘削を行う掘削装置にお
いて、前記デバイスと打当てカラーとの間にスライド可
能な筒体を設け、この筒体の基端に前記両段部間に配置
した打当てリングを設けると共に、前記筒体の前記打当
てカラーから突出した先端に該打当てカラーより径大な
拡孔ビットを設けたものであるから、拡孔ビットの強度
の向上を図り、低トルクの回転で効率のよい掘削を可能
とし、かつ耐久性に優れた掘削装置を提供することがで
きる。
According to the first aspect of the present invention, a bit head is provided at the tip of a device that receives an impact force and a rotational force, an outer step portion is formed on the outer periphery of the device, and a hitting provided at the tip of a casing pipe. An excavation device that is provided with an inner step portion on the collar, transmits an impact force to the striking collar through these step portions, and excavates by the impact force and the rotational force of the bit head protruding from the tip of the striking collar. In which a slidable cylinder is provided between the device and the striking collar, and a striking ring disposed between the step portions is provided at the base end of the striking body, and the striking collar of the cylinder is Since a hole-expanding bit with a diameter larger than the hitting collar is provided at the tip protruding from the end, the strength of the hole-expanding bit is improved, enabling efficient drilling with low torque rotation and durability. It is possible to provide an excellent drilling rig.

【0019】また請求項2の発明は、前記筒体にデバイ
スを嵌入し、該デバイスの回転力を拡孔ビットに伝達す
るものであり、拡孔ビットの強度の向上を図り、低トル
クの回転で効率のよい掘削を可能とし、かつ耐久性に優
れた掘削装置を提供することができる。
According to a second aspect of the present invention, a device is inserted into the cylindrical body and the rotational force of the device is transmitted to the hole-expanding bit. The strength of the hole-expanding bit is improved, and rotation of low torque is achieved. It is possible to provide an excavating device that enables efficient excavation and has excellent durability.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施例を示す断面図である。FIG. 1 is a cross-sectional view showing a first embodiment of the present invention.

【図2】本発明の第1実施例を示す底面図である。FIG. 2 is a bottom view showing the first embodiment of the present invention.

【図3】本発明の第1実施例を示す要部の分解斜視図で
ある。
FIG. 3 is an exploded perspective view of essential parts showing a first embodiment of the present invention.

【図4】本発明の第1実施例を示す要部の断面図であ
る。
FIG. 4 is a sectional view of an essential part showing a first embodiment of the present invention.

【図5】本発明の第1実施例を示すビット装置を引き上
げる状態の断面図である。
FIG. 5 is a cross-sectional view showing a state in which the bit device according to the first embodiment of the present invention is pulled up.

【図6】本発明の第2実施例を示す断面図である。FIG. 6 is a sectional view showing a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 ケーシングパイプ 2 打当てカラー 7 デバイス 11 ビットヘッド 17 外周段部(外段部) 18 内周段部(内段部) 20 筒体 21 打当てリング 22 拡孔ビット 1 Casing pipe 2 Hitting collar 7 Device 11 Bit head 17 Outer peripheral step (outer step) 18 Inner peripheral step (inner step) 20 Cylindrical body 21 Hit ring 22 Expanding bit

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 衝撃力及び回転力を受けるデバイスの先
端にビットヘッドを設け、前記デバイスの外周に外段部
を形成すると共に、ケーシングパイプの先端に設けた打
当てカラーに内段部を設け、これら段部を介して前記打
当てカラーに衝撃力を伝達すると共に、前記打当てカラ
ーの先端から突出した前記ビットヘッドの衝撃力及び回
転力により掘削を行う掘削装置において、前記デバイス
と打当てカラーとの間にスライド可能な筒体を設け、こ
の筒体の基端に前記両段部間に配置した打当てリングを
設けると共に、前記筒体の前記打当てカラーから突出し
た先端に該打当てカラーより径大な拡孔ビットを設けた
ことを特徴とする掘削装置。
1. A bit head is provided at the tip of a device that receives impact force and rotational force, an outer step portion is formed on the outer periphery of the device, and an inner step portion is provided at a striking collar provided at the tip of a casing pipe. In the excavation device that transmits an impact force to the striking collar through these steps and excavates by the impact force and the rotational force of the bit head protruding from the tip of the striking collar, the striking device and the striking device A slidable cylindrical body is provided between the collar and a striking ring disposed between the step portions at the base end of the cylindrical body, and the striking end of the cylindrical body projects from the striking collar. An excavator characterized by having a hole-expanding bit that is larger in diameter than the pad collar.
【請求項2】 前記筒体にデバイスを嵌入し、該デバイ
スの回転力を拡孔ビットに伝達することを特徴とする請
求項1記載の掘削装置。
2. The excavator according to claim 1, wherein a device is fitted into the cylindrical body, and the rotational force of the device is transmitted to the hole expanding bit.
JP5116216A 1993-05-18 1993-05-18 Drilling rig Expired - Lifetime JP2580947B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5116216A JP2580947B2 (en) 1993-05-18 1993-05-18 Drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5116216A JP2580947B2 (en) 1993-05-18 1993-05-18 Drilling rig

Publications (2)

Publication Number Publication Date
JPH06323078A true JPH06323078A (en) 1994-11-22
JP2580947B2 JP2580947B2 (en) 1997-02-12

Family

ID=14681712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5116216A Expired - Lifetime JP2580947B2 (en) 1993-05-18 1993-05-18 Drilling rig

Country Status (1)

Country Link
JP (1) JP2580947B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323766A (en) * 2000-05-17 2001-11-22 Fuji Rmc:Kk Device for cutting bit in excavation device
JP2007002485A (en) * 2005-06-23 2007-01-11 Okabe Co Ltd Rotary hammering type boring device
KR100858865B1 (en) * 2008-02-29 2008-09-17 김명중 Down hole bit
US7445057B2 (en) * 2005-03-22 2008-11-04 Global Innovations, Llc Method and apparatus for introducing elongate members into the ground
US7555854B2 (en) * 2006-11-30 2009-07-07 Mlt Soil Co., Ltd. Earth auger head and excavation method
US7614170B2 (en) * 2007-05-28 2009-11-10 Daewon Electric Co. Ltd. Extendable excavating screw unit equipped with hydraulic excavating auxiliary blades
JP2010203069A (en) * 2009-02-27 2010-09-16 Central Res Inst Of Electric Power Ind Boring diameter-increasing apparatus

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01256692A (en) * 1988-04-04 1989-10-13 Norio Kagota Drilling device
JPH02296989A (en) * 1989-05-10 1990-12-07 Kenji Kagota Bit device for excavation and method thereof
JPH02308087A (en) * 1989-05-23 1990-12-21 Toho Kinzoku Kk Drill device
JPH04124395A (en) * 1990-09-13 1992-04-24 Norio Kagota Excavator for goelogic survey

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01256692A (en) * 1988-04-04 1989-10-13 Norio Kagota Drilling device
JPH02296989A (en) * 1989-05-10 1990-12-07 Kenji Kagota Bit device for excavation and method thereof
JPH02308087A (en) * 1989-05-23 1990-12-21 Toho Kinzoku Kk Drill device
JPH04124395A (en) * 1990-09-13 1992-04-24 Norio Kagota Excavator for goelogic survey

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323766A (en) * 2000-05-17 2001-11-22 Fuji Rmc:Kk Device for cutting bit in excavation device
JP4513078B2 (en) * 2000-05-17 2010-07-28 株式会社フジ・アールエムシー Cutting bit device in drilling equipment
US7445057B2 (en) * 2005-03-22 2008-11-04 Global Innovations, Llc Method and apparatus for introducing elongate members into the ground
JP2007002485A (en) * 2005-06-23 2007-01-11 Okabe Co Ltd Rotary hammering type boring device
JP4730925B2 (en) * 2005-06-23 2011-07-20 岡部株式会社 Rotating hammer type drilling device
US7555854B2 (en) * 2006-11-30 2009-07-07 Mlt Soil Co., Ltd. Earth auger head and excavation method
US7614170B2 (en) * 2007-05-28 2009-11-10 Daewon Electric Co. Ltd. Extendable excavating screw unit equipped with hydraulic excavating auxiliary blades
KR100858865B1 (en) * 2008-02-29 2008-09-17 김명중 Down hole bit
JP2010203069A (en) * 2009-02-27 2010-09-16 Central Res Inst Of Electric Power Ind Boring diameter-increasing apparatus

Also Published As

Publication number Publication date
JP2580947B2 (en) 1997-02-12

Similar Documents

Publication Publication Date Title
US6390207B2 (en) Method and apparatus for directional boring under mixed conditions
KR100461525B1 (en) Bit with enlargable diameter
US6371223B2 (en) Drill head for directional boring
JP3248091B2 (en) Double pipe perforator
JP2580947B2 (en) Drilling rig
WO2001066900A2 (en) Method and apparatus for directional boring under mixed conditions
JP5439073B2 (en) Double pipe drilling tool
JPS6245951B2 (en)
JP3455178B2 (en) Ring bit and double pipe impact drilling method using the ring bit
JPH06330686A (en) Drilling device
JPH08144675A (en) Excavating device
JP2997402B2 (en) Sheet pile press-in method
JP2580947C (en)
JP3465789B2 (en) Drilling rig
JP2003253982A (en) Annular excavator
JP2954856B2 (en) Drill bit
CN2277452Y (en) Structure of separating borehole-enlarging drill bit
JP3045581U (en) Separable bits for boring
JP3299843B2 (en) Rock drilling machine
TW210371B (en) Digging operation method and device
JPH1122357A (en) Excavation method
JPH094351A (en) Excavating device
JPH07243296A (en) Boring tool
JPH10238266A (en) Excavating tool
JPH0932449A (en) Guide boring technique and drilling device used therefor