JPH0441891A - Retract bit - Google Patents

Retract bit

Info

Publication number
JPH0441891A
JPH0441891A JP14796390A JP14796390A JPH0441891A JP H0441891 A JPH0441891 A JP H0441891A JP 14796390 A JP14796390 A JP 14796390A JP 14796390 A JP14796390 A JP 14796390A JP H0441891 A JPH0441891 A JP H0441891A
Authority
JP
Japan
Prior art keywords
bit
drill rod
pipe
drill
excavation
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
JP14796390A
Other languages
Japanese (ja)
Other versions
JP2574705B2 (en
Inventor
Yasuhiro Umemoto
梅本 保博
Hisao Takeuchi
久雄 竹内
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.)
KOKEN KOGYO KK
Original Assignee
KOKEN KOGYO 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=15442051&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH0441891(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by KOKEN KOGYO KK filed Critical KOKEN KOGYO KK
Priority to JP2147963A priority Critical patent/JP2574705B2/en
Publication of JPH0441891A publication Critical patent/JPH0441891A/en
Application granted granted Critical
Publication of JP2574705B2 publication Critical patent/JP2574705B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To improve the efficiency of drilling work by constituting a double- pipe drilling device from a case having a plurality of circular holes and mounted to a drill rod in such a manner as to be attachable and removable and a bit rotatably fitted to the circular holes and having chips planted thereon. CONSTITUTION:A double-pipe drilling device 10 is installed to a rotary percussion drill, a drill rod 11 is positively rotated to extend the diameter of a bit 1, and excavation is performed until an overburden 20 is passed through. When the bit 1 reaches a base rock 21, the drill rod 11 is reversely rotated to contract the bit 1 diameter, and the drill rod 11 and the bit 1 are pulled up. The bit 1 is exchanged with a base rock excavating bit 22, and the drill rod 11 is again inserted to excavate the base rock to a determined depth. Thereafter, the pipe is pulled, and the excavation is completed. As the bit 1 is formed in such a manner as to be capable of extending and contracting, the bit 1 can be exchanged without pulling up an outer pipe 13.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、パーカッションドリルやダウンザホールドリ
ルに装着されるリトラクトピットに関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a retract pit installed in a percussion drill or a down-the-hole drill.

E従来の技術] 従来、この種の地盤掘削用ドリルを用いて掘削を行なう
場合において、特に崩壊性地盤では掘削孔内壁の土が崩
れてドリルロッドやビットの部分に詰り、いわゆるジャ
ミングを起こし易かった。
E. Prior Art] Conventionally, when drilling using this type of ground excavation drill, especially in collapsible ground, the soil on the inner wall of the drill hole collapses and clogs the drill rod or bit, causing so-called jamming. Ta.

そこで、ビットと略同径の外管をドリルロッド(内管)
に連行させ、その外管によって土の崩壊及び侵入を防止
するようにした二重管掘削装置が開発されていた。
Therefore, we installed an outer tube with approximately the same diameter as the bit as a drill rod (inner tube).
A double-pipe excavation device was developed in which the outer pipe prevents soil from collapsing and entering.

[発明が解決しようとする課題] しかしながら、従来の二重管掘削装置においては、ビッ
トと外管とが略同径であるため、掘削中に摩耗等の理由
でビットを交換したい場合にドリルロッドのみならず、
外管も引き上げなければならないため、作業効率が悪か
った。
[Problems to be Solved by the Invention] However, in conventional double-pipe drilling equipment, the bit and the outer pipe have approximately the same diameter, so when the bit needs to be replaced due to wear during drilling, the drill rod cannot be replaced. As well,
Work efficiency was poor because the outer tube had to be pulled up as well.

本発明は上記のような事情に鑑みてなされたもので、ビ
ットを拡縮可能に形成することによりドリルロッドのみ
を引き上げてビットの交換ができるようにしたりトラク
トピットを提供することを目的とする。
The present invention has been made in view of the above circumstances, and an object of the present invention is to make the bit expandable and retractable so that the bit can be replaced by pulling up only the drill rod, and to provide a tract pit.

[課題を解決するための手段] 上記目的を達成するために本発明は、ドリルロッドの先
端に着脱可能に装着されるビットであって、該ビットは
、ケースとビット本体とを具備し、前記ケースは、ドリ
ルロッドに着脱可能に取り付けられ、軸対称に穿設され
た複数の円孔な有し、前記ビット本体は、軸対称に分割
され、前面にチップが植設された複数の分割体と、該分
割体の背面の偏心位置に突出し、前記円孔に回動自在に
嵌入する枢軸より成ることを特徴とする。
[Means for Solving the Problems] In order to achieve the above object, the present invention provides a bit that is removably attached to the tip of a drill rod, the bit comprising a case and a bit body, The case is removably attached to the drill rod and has a plurality of circular holes drilled axially symmetrically, and the bit body is divided axially symmetrically into a plurality of divided bodies with tips implanted on the front surface. and a pivot that projects at an eccentric position on the back surface of the divided body and is rotatably fitted into the circular hole.

[作 用] ビットが所定の方向に回転すると、各分割体は地盤との
摩擦抵抗によって枢軸を中心としてそれぞれ一定方向に
回動し、ビット全体としてその最大径を拡大した形状と
なる。ビットが反対方向に回転すると、各分割体は土と
の摩擦抵抗によって上記と反対方向に回動し、ビット全
体としてその最大径を縮小した形状となる。
[Function] When the bit rotates in a predetermined direction, each divided body rotates in a certain direction around the pivot due to frictional resistance with the ground, and the bit as a whole assumes a shape with its maximum diameter expanded. When the bit rotates in the opposite direction, each segment rotates in the opposite direction due to frictional resistance with the soil, and the bit as a whole assumes a shape with its maximum diameter reduced.

[実施例] 第1図〜第4図は本発明のりトラクトビット(以下、ビ
ットと略称する)の一実施例を示したもので、第5図の
ように二重管掘削装置10のドリルロッド(内管)11
の先端にケース12が螺着されている。
[Embodiment] FIGS. 1 to 4 show an embodiment of the glue tract bit (hereinafter abbreviated as bit) of the present invention, and as shown in FIG. (Inner pipe) 11
A case 12 is screwed onto the tip.

該ビット1は軸対称に3個の分割体2に分割されており
、各分割体2の基端側(背面)の偏心位置には断面円形
の枢軸3が一体に形成されている。その各枢軸3はケー
ス12に設けた3個の円孔4に回転自在に嵌合している
。また各枢軸3の後部の周面には断面半円状の溝5がリ
ング状に形成してあり、ケース12の3ケ所に取り付け
た各一対の抜は止めビン6が上記溝5にそれぞれ係合し
ている。
The bit 1 is axially symmetrically divided into three divided bodies 2, and a pivot 3 having a circular cross section is integrally formed at an eccentric position on the base end side (back surface) of each divided body 2. Each of the pivots 3 is rotatably fitted into three circular holes 4 provided in the case 12. In addition, a ring-shaped groove 5 having a semicircular cross section is formed on the rear circumferential surface of each pivot shaft 3, and a pair of lock pins 6 attached to three locations on the case 12 are engaged with the groove 5, respectively. It matches.

前記各分割体2はそれぞれ略扇形の同一形状に形成され
ており、ビットlが第2図のようにB方向(反時計方向
)に回転する場合には全体として略円形に縮小した形状
を保持するが、第1図のように反対のへ方向(時計方向
)に回転する場合は、掘削地盤とチップ7との摩擦抵抗
により各分割体2は枢軸3を中心として反時計方向に回
動し、ビット1全体としてその最大径を拡大した形状を
保持するようになっている。
Each of the divided bodies 2 is formed into the same substantially fan-shaped shape, and when the bit l rotates in the direction B (counterclockwise) as shown in FIG. However, when rotating in the opposite direction (clockwise) as shown in Fig. 1, each divided body 2 rotates counterclockwise around the pivot 3 due to the frictional resistance between the excavated ground and the tip 7. , the bit 1 as a whole maintains a shape with its maximum diameter expanded.

なお、第5図において、13は外管、14はドリルロッ
ド11と外管13との継手であるクリーニングスイベル
、15はドリルロッド11及びケース12の内孔を介し
て掘削部に送水する送水口、16はドリルロッド11と
外管13との間を上昇するスライムの排出口である。
In addition, in FIG. 5, 13 is an outer pipe, 14 is a cleaning swivel which is a joint between the drill rod 11 and the outer pipe 13, and 15 is a water supply port that supplies water to the excavation part through the drill rod 11 and the inner hole of the case 12. , 16 is a discharge port for slime rising between the drill rod 11 and the outer tube 13.

そこで上記二重管掘削装置10をロータリパーカッショ
ンドリルに装着して掘削する場合を第6a図〜第6g図
により説明すると、まずドリルロッド11、即ちビット
1を第1図のようにへ方向に回転させてビット径を拡大
させ、オーバーパーデン(崩壊し易い地層)20を貫通
するまで掘進する(第6a図、第6b図)、そして岩盤
21に到達したらドリルロッド11を逆回転させて第2
図のようにビット径を縮小させ、ドリルロッド11とビ
ット1を引き上げる(第6C図。
Therefore, the case where the double pipe drilling device 10 is attached to a rotary percussion drill for drilling will be explained with reference to FIGS. 6a to 6g. First, the drill rod 11, that is, the bit 1, is rotated in the direction shown in FIG. The drill rod 11 is rotated in the opposite direction and the drill rod 11 is rotated in the opposite direction to drill the drill rod 11 until it penetrates the overburden (earth layer that is prone to collapse) 20 (Figures 6a and 6b).
Reduce the bit diameter as shown in the figure and pull up the drill rod 11 and bit 1 (Figure 6C).

第6d図)。Figure 6d).

次いで、上記ビット1を岩盤掘削用のビット22と交換
して再びドリルロッド11を挿入し、所定深度まで岩盤
21を掘削する(第6e図、第6f図)、シかる後、第
6g図のように抜管して掘削を完了する。
Next, the bit 1 is replaced with the bit 22 for rock excavation, the drill rod 11 is inserted again, and the rock 21 is excavated to a predetermined depth (Figures 6e and 6f). Extubate the tube and complete the excavation.

なお、以上の実施例は本発明のビットをパーカッション
ドリルに適用したものであるが、ダウンザホールドリル
に適用することも勿論可能である。
In the above embodiments, the bit of the present invention is applied to a percussion drill, but it is of course also possible to apply it to a down-the-hole drill.

[発明の効果] 以上説明したように本発明によれば、掘削時にはビット
の径を拡大させて大径の孔を掘削することができ、また
ビットの交換時にはビットの径を縮小させることにより
、外管を引き上げることなくドリルロッドのみを引き上
げればよいので、掘第1図は本発明の打撃用リトラクト
ビットの一実施例を示す拡大時の正面図、第2図は同、
II小時の正面図、第3図は同、要部の縦断面図、第4
図は第3図のrV−TV線断面図、第5図は二重管掘副
装置の縦断面図、第6a図〜第6g図は同装置を使用し
た掘削工法の一例を示す手順説明図である。
[Effects of the Invention] As explained above, according to the present invention, it is possible to drill a large diameter hole by enlarging the diameter of the bit during excavation, and by reducing the diameter of the bit when replacing the bit. Since it is only necessary to pull up the drill rod without pulling up the outer tube, Figure 1 is an enlarged front view showing one embodiment of the impact retract bit of the present invention, and Figure 2 is an enlarged front view of the same.
Front view of the II small time, Figure 3 is the same, longitudinal sectional view of the main part, Figure 4
The figure is a cross-sectional view taken along the rV-TV line in Figure 3, Figure 5 is a longitudinal cross-sectional view of the double pipe excavation sub-equipment, and Figures 6a to 6g are procedural explanatory diagrams showing an example of the excavation method using the same equipment. It is.

1・・・リトラクトピット、2・・・分割体、3・・・
枢軸、11・・・ドリルロッド、12・・・ケース、1
3・・・外管、 30・・・ビット本体。
1... Retract pit, 2... Divided body, 3...
Axis, 11...Drill rod, 12...Case, 1
3...Outer tube, 30...Bit body.

特 許 出 願 人 鉱研工業株式会社免20 イ4図Patent applicant: Koken Kogyo Co., Ltd. Figure 4

Claims (1)

【特許請求の範囲】[Claims] (1)ドリルロッドの先端に着脱可能に装着されるビッ
トであって、 該ビットは、ケースとビット本体とを具備し、前記ケー
スは、ドリルロッドに着脱可能に取り付けられ、軸対称
に穿設された複数の円孔を有し、 前記ビット本体は、軸対称に分割され、前面にチップが
植設された複数の分割体と、該分割体の背面の偏心位置
に突出し、前記円孔に回動自在に嵌入する枢軸より成る
ことを特徴とするリトラクトビット。
(1) A bit that is removably attached to the tip of a drill rod, and the bit includes a case and a bit body, and the case is removably attached to the drill rod and is used for drilling axially symmetrically. The bit body has a plurality of circular holes that are axially symmetrically divided and have a plurality of divided bodies in which chips are implanted on the front surface, and a plurality of divided bodies that protrude at an eccentric position on the back surface of the divided body, and have a plurality of divided bodies that are arranged in the circular holes. A retract bit characterized by comprising a pivot shaft that is rotatably inserted.
JP2147963A 1990-06-06 1990-06-06 Retract bit Expired - Lifetime JP2574705B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2147963A JP2574705B2 (en) 1990-06-06 1990-06-06 Retract bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2147963A JP2574705B2 (en) 1990-06-06 1990-06-06 Retract bit

Publications (2)

Publication Number Publication Date
JPH0441891A true JPH0441891A (en) 1992-02-12
JP2574705B2 JP2574705B2 (en) 1997-01-22

Family

ID=15442051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2147963A Expired - Lifetime JP2574705B2 (en) 1990-06-06 1990-06-06 Retract bit

Country Status (1)

Country Link
JP (1) JP2574705B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0518177A (en) * 1990-07-27 1993-01-26 Mitsubishi Materials Corp Excavating tool
JP2008240314A (en) * 2007-03-27 2008-10-09 Chiyoda Koei Kk Underground buried structure flotation restraining device
CN103114807A (en) * 2013-01-22 2013-05-22 中交天津港湾工程研究院有限公司 Eccentric drilling hole-forming method of down-the-hole drill
KR102181396B1 (en) * 2020-09-01 2020-11-23 이평우 Reinforcing method of pre-drilling before tunnel excavation and tunnel excavation method using the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5976391A (en) * 1982-10-25 1984-05-01 株式会社利根ボ−リング Hydraulic striking type bore enlarging and drilling apparatus
JPS6311789A (en) * 1986-06-28 1988-01-19 日本エアドリルシステム株式会社 Excavator

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5976391A (en) * 1982-10-25 1984-05-01 株式会社利根ボ−リング Hydraulic striking type bore enlarging and drilling apparatus
JPS6311789A (en) * 1986-06-28 1988-01-19 日本エアドリルシステム株式会社 Excavator

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0518177A (en) * 1990-07-27 1993-01-26 Mitsubishi Materials Corp Excavating tool
JP2008240314A (en) * 2007-03-27 2008-10-09 Chiyoda Koei Kk Underground buried structure flotation restraining device
CN103114807A (en) * 2013-01-22 2013-05-22 中交天津港湾工程研究院有限公司 Eccentric drilling hole-forming method of down-the-hole drill
KR102181396B1 (en) * 2020-09-01 2020-11-23 이평우 Reinforcing method of pre-drilling before tunnel excavation and tunnel excavation method using the same

Also Published As

Publication number Publication date
JP2574705B2 (en) 1997-01-22

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