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JP3123333B2 - Drilling tools - Google Patents
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JP3123333B2 - Drilling tools - Google Patents

Drilling tools

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Publication number
JP3123333B2
JP3123333B2 JP06030374A JP3037494A JP3123333B2 JP 3123333 B2 JP3123333 B2 JP 3123333B2 JP 06030374 A JP06030374 A JP 06030374A JP 3037494 A JP3037494 A JP 3037494A JP 3123333 B2 JP3123333 B2 JP 3123333B2
Authority
JP
Japan
Prior art keywords
blade
main body
along
excavation
reinforcing bar
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.)
Expired - Lifetime
Application number
JP06030374A
Other languages
Japanese (ja)
Other versions
JPH07238761A (en
Inventor
明弘 佐分利
猛 林
純 石橋
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.)
Mitsubishi Materials Corp
Original Assignee
Mitsubishi Materials Corp
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 Mitsubishi Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP06030374A priority Critical patent/JP3123333B2/en
Publication of JPH07238761A publication Critical patent/JPH07238761A/en
Application granted granted Critical
Publication of JP3123333B2 publication Critical patent/JP3123333B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

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、鉄筋や鉄板等が埋設さ
れた壁面等を掘削するための掘削工具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a digging tool for digging a wall or the like in which a reinforcing bar, a steel plate, or the like is embedded.

【0002】[0002]

【従来の技術】トンネル等には、地盤を掘削して得たト
ンネルの表面を鉄筋や鉄板を芯とするコンクリート製の
壁面で覆い、その表面を更にコンクリート等で覆って仕
上げ面を形成したものがある。このようなトンネル等で
は、必要に応じ、竣工から10〜20年後を経てからこ
の壁面に崩落防止用のロックボルト等を打ち込むことに
より、壁面の補強を行う。
2. Description of the Related Art In a tunnel or the like, the surface of a tunnel obtained by excavating the ground is covered with a concrete wall having a reinforcing bar or an iron plate as a core, and the surface is further covered with concrete or the like to form a finished surface. There is. In such a tunnel or the like, if necessary, 10 to 20 years after completion, the wall is reinforced by driving a locking bolt or the like into the wall to prevent the collapse.

【0003】これは、掘削工具を用い、トンネル等の壁
面から地盤に向け直径4〜10cm程度の細孔を垂直に
形成し、この細孔にロックボルトを挿入した後、更に細
孔とロックボルトとの間にモルタル等を注入することに
より、地盤とロックボルトとを固定して壁面の補強を行
うものである。
[0003] In this method, a hole having a diameter of about 4 to 10 cm is formed vertically from a wall surface of a tunnel or the like to the ground by using a drilling tool, and a lock bolt is inserted into the hole. The ground and the lock bolts are fixed by injecting mortar or the like between them to reinforce the wall surface.

【0004】細孔の形成に用いられる掘削工具の例を図
および図に示す。符号1は円筒状をなす本体で、そ
の基端側(図中下方)には、外周面にネジが螺刻され
たネジ部1aが形成されている。一方、本体1の先端側
は拡径され、かつその先端には、複数の刃体2が本体1
の周方向に沿って植設されている。更に、刃体2の先端
側に形成された稜辺部には、本体1の径方向に沿った切
刃2aが設けられている。
FIG. 1 shows an example of a drilling tool used for forming a pore.
3 and 4. Reference numeral 1 denotes a cylindrical main body, and a screw portion 1a formed by threading a screw on the outer peripheral surface is formed on the base end side (the lower side in FIG. 3 ). On the other hand, the distal end side of the main body 1 is enlarged in diameter, and a plurality of blades 2 are provided at the distal end thereof.
It is planted along the circumferential direction. Further, a cutting edge 2 a is provided along a radial direction of the main body 1 at a ridge formed on a tip side of the blade body 2.

【0005】そして、ネジ部1aを介して掘削工具を鋼
管等の先端に螺合させ、更に刃体2をトンネルの壁面に
垂直に押圧させた状態で鋼管を回転させると、切刃2a
の回転力および押圧力(打撃力)によりトンネルの壁面
および地盤が掘削され、細孔が形成される。
When the excavating tool is screwed into the tip of a steel pipe or the like via the screw portion 1a, and the steel pipe is rotated with the blade body 2 pressed vertically against the wall surface of the tunnel, the cutting edge 2a
The wall and ground of the tunnel are excavated by the rotational force and the pressing force (striking force) of the tunnel to form pores.

【0006】[0006]

【発明が解決しようとする課題】ところで、上記従来の
掘削工具においては、切刃2aが本体1の径方向に沿っ
て設けられているため、特に切刃2aの回転力による掘
削では、専ら切刃2aの長手方向と略直交する方向に沿
った移動に伴い掘削が行われる。従って、特に掘削中壁
面等に鉄筋や鉄板が埋設されていると、これら鉄筋や鉄
板の切断が困難となり、その結果、掘削速度が低下した
り、更なる掘削が困難となるという問題があった。本発
明は上記事情に鑑みてなされたもので、特に、鉄筋や鉄
板が埋設された壁面等に対する掘削性能の高い掘削工具
を得ることをその目的としている。
In the above-mentioned conventional excavating tool, since the cutting edge 2a is provided along the radial direction of the main body 1, especially when excavating by the rotational force of the cutting edge 2a, the cutting edge is exclusively used. Excavation is performed as the blade 2a moves in a direction substantially perpendicular to the longitudinal direction. Therefore, in particular, when a reinforcing bar or an iron plate is buried in a wall surface during excavation, it becomes difficult to cut the reinforcing bar or the iron plate, and as a result, there is a problem that an excavation speed is reduced or further excavation becomes difficult. . The present invention has been made in view of the above circumstances, and it is an object of the present invention to obtain a drilling tool having high excavation performance for a wall or the like in which a reinforcing bar or an iron plate is embedded.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するた
め、本発明の掘削工具は、円筒状をなす本体の先端に、
前記本体の周方向に沿って千鳥状に植設された複数
刃体を有し、かつこれらの刃体の先端側には、前記本体
の接線方向に沿った成分を有する複数の切刃が設けられ
ていることをその特徴としている。
In order to solve the above-mentioned problems, a drilling tool according to the present invention comprises a cylindrical body having a tip end provided with:
A plurality of kinds of blade planted in a zigzag manner along the circumferential direction of the body, the distal end side of the Katsuko those of the blade has a plurality of switching having a component along the tangential direction of the body The feature is that a blade is provided.

【0008】[0008]

【作用】本発明の掘削工具においては、本体の先端に、
前記本体の周方向に沿って千鳥状に植設された複数
刃体を有し、かつこれらの刃体の先端側には、前記本体
の接線方向に沿った成分を有する複数の切刃が設けられ
ている。そのため、掘削中壁面等に埋設された鉄筋や鉄
板を切断する場合でも、千鳥状に植設された前記刃体が
鋸歯の如く作用するとともに、前記複数の切刃の有する
前記接線方向に沿った成分による切断が行われ、その結
果、これら鉄筋や鉄板を容易に切断することができる。
In the excavating tool of the present invention, at the tip of the main body,
A plurality of kinds of blade planted in a zigzag manner along the circumferential direction of the body, the distal end side of the Katsuko those of the blade has a plurality of switching having a component along the tangential direction of the body A blade is provided. For this reason, even when cutting a reinforcing bar or an iron plate buried in a wall surface or the like during excavation, the blade bodies implanted in a staggered manner act like saw teeth, and along the tangential direction of the plurality of cutting blades . Cutting by the components is performed, and as a result, these reinforcing bars and iron plates can be easily cut.

【0009】[0009]

【実施例】以下、図面に基づき、本発明の実施例につい
て更に詳しく説明する。本発明の第一実施例を示す掘削
工具を図1および図2に示す。円筒状をなす本体10の
基端側(図1中下方)には、外周面にネジが螺刻された
ネジ部10aが形成される一方、本体10の先端側は拡
径され、かつその先端には、複数の刃体11,12が
本体10の周方向に沿って植設されている。
Embodiments of the present invention will be described below in more detail with reference to the drawings. 1 and 2 show a drilling tool according to a first embodiment of the present invention. On the base end side (the lower part in FIG. 1) of the main body 10 having a cylindrical shape, a screw portion 10a in which a screw is threaded on the outer peripheral surface is formed, while the front end side of the main body 10 is enlarged in diameter and its front end is formed. , A plurality of types of blade bodies 11 and 12 are implanted along the circumferential direction of the main body 10.

【0010】ここで、特に符号11で示す刃体は左右非
対称な一対の刃体からなり、かつ本体10の周方向に沿
って千鳥状に植設されている。更に、これら刃体11,
12の先端側には、本体10の接線方向に沿った成分を
有する複数の切刃11a,11b,11c,11d,1
1e,12a,12b,12c,12d,12eがそれ
ぞれ設けられている。
[0010] Here, the blade indicated by the reference numeral 11 is composed of a pair of blades which are asymmetrical left and right, and are staggered along the circumferential direction of the main body 10. Furthermore, these blades 11,
A plurality of cutting blades 11 a, 11 b, 11 c, 11 d, 1 having components along the tangential direction of the main body 10
1e, 12a, 12b, 12c, 12d, and 12e are provided, respectively.

【0011】そして、ネジ部10aを介して掘削工具を
鋼管等の先端に螺合させ、更に刃体11,12の先端を
例えばトンネル等の壁面に垂直に押圧させた状態で鋼管
を図2中矢印X方向に回転させると、前記壁面および地
盤が、切刃11a,11b,11c,11d,11e,
12a,12b,12c,12d,12eの回転力およ
び押圧力(打撃力)により掘削され、その結果、前記壁
面に、工具の外径に応じた孔が形成される。
Then, the excavation tool is screwed to the tip of the steel pipe or the like via the screw portion 10a, and the tip of the blade bodies 11 and 12 is pressed perpendicularly to the wall surface of a tunnel or the like, and the steel pipe is inserted in FIG. When rotated in the direction of the arrow X, the wall surface and the ground become the cutting blades 11a, 11b, 11c, 11d, 11e,
Excavation is performed by the rotational force and the pressing force (hitting force) of 12a, 12b, 12c, 12d, and 12e. As a result, a hole corresponding to the outer diameter of the tool is formed in the wall surface.

【0012】特に、本実施例の掘削工具においては、本
体10の先端に、一対の刃体11が本体10の周方向に
沿って千鳥状に植設されるとともに、刃体11,12の
先端側には、本体10の接線方向に沿った成分を有する
複数の切刃11a,11b,11c,11d,11e,
12a,12b,12c,12d,12eがそれぞれ設
けられている。そのため、特に刃体11,12の回転力
による掘削では、千鳥状に植設された一対の刃体11が
鋸歯の如く作用するとともに、切刃11a,11b,1
1c,11d,11e,12a,12b,12c,12
d,12eの有する前記接線方向に沿った成分による掘
削が行われる。
In particular, in the excavating tool of the present embodiment, a pair of blades 11 are implanted at the tip of the main body 10 in a staggered manner along the circumferential direction of the main body 10, and the tips of the blades 11, 12 are formed. On the side, a plurality of cutting blades 11a, 11b, 11c, 11d, 11e, having components along the tangential direction of the main body 10 are provided.
12a, 12b, 12c, 12d, and 12e are provided, respectively. Therefore, in the case of excavation by the rotational force of the blades 11, 12 in particular, the pair of blades 11 implanted in a staggered manner acts like saw teeth, and the cutting blades 11a, 11b, 1
1c, 11d, 11e, 12a, 12b, 12c, 12
Excavation is performed by the components along the tangential direction included in d and 12e.

【0013】従って、たとえ前記壁面に鉄筋や鉄板が埋
設されている場合でも、これらの鉄筋や鉄板を容易に切
断することができる。特に、前記壁面内に格子状の鉄筋
が埋設された場合には、この鉄筋が様々な角度で刃体1
1,12に接触することが予想されるが、図2で示すよ
うに、複数種の刃体11,12に設けられた切刃11
a,11b,11c,11d,11e,12a,12
b,12c,12d,12eが様々な角度を有するた
め、これら切刃11a,11b,11c,11d,11
e,12a,12b,12c,12d,12eのうちい
ずれかは必ず垂直またはそれに近い角度で鉄筋に接触
し、その結果、鉄筋が容易に切断可能となっている。
Therefore, even when a reinforcing bar or an iron plate is buried in the wall surface, the reinforcing bar or the iron plate can be easily cut. In particular, when a grid-like reinforcing bar is buried in the wall surface, the reinforcing bar is
Although it is expected to contact the 1,12, as shown in Figure 2, cutting edge 11 provided on the plurality of kinds of blades 11 and 12
a, 11b, 11c, 11d, 11e, 12a, 12
Since b, 12c, 12d, and 12e have various angles, these cutting edges 11a, 11b, 11c, 11d, 11
Any one of e, 12a, 12b, 12c, 12d, and 12e always contacts the rebar at a vertical angle or an angle close thereto, and as a result, the rebar can be easily cut.

【0014】[0014]

【発明の効果】以上説明した通り、本発明の掘削工具に
よれば、掘削中の壁面内に鉄筋や鉄板が埋設された場合
でも、これら鉄筋や鉄板を容易に切断することが可能
で、その結果、前記鉄筋や鉄板の存在に伴う掘削効率の
低下が防止されるという優れた効果を奏することができ
る。
As described above, according to the excavating tool of the present invention, even when a reinforcing bar or an iron plate is buried in the wall surface during excavation, it is possible to easily cut the reinforcing bar or the iron plate. As a result, an excellent effect of preventing a decrease in excavation efficiency due to the presence of the reinforcing bar or the iron plate can be obtained.

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

【図1】本発明の第一実施例を示す掘削工具のI−I線
に沿った一部断面図である。
FIG. 1 is a partial cross-sectional view taken along line II of a drilling tool according to a first embodiment of the present invention.

【図2】本発明の第一実施例を示す掘削工具の矢印II
に沿った正面図である。
FIG. 2 shows an arrow II of a drilling tool showing a first embodiment of the present invention.
It is a front view along.

【図3】 従来例を示す掘削工具のIII−III線に沿
った一部断面図である。
FIG. 3 is a partial cross-sectional view taken along the line III-III of a drilling tool showing a conventional example.

【図4】 従来例を示す掘削工具の矢印IVに沿った正面
図である。
FIG. 4 is a front view of a conventional excavation tool taken along an arrow IV .

【符号の説明】 1,10 本体 1a,10a ネジ部 2,11,12 刃体 2a,11a,11b,11c,11d,11e,12
a,12b,12c,12d,12e 切刃 X 工具の掘削回転方向
[Description of Signs] 1,10 Main body 1a, 10a Screw portion 2, 11, 12 Blade body 2a, 11a, 11b, 11c, 11d, 11e, 12
a, 12b, 12c, 12d, 12e Cutting edge X Excavation rotation direction of tool

───────────────────────────────────────────────────── フロントページの続き (72)発明者 石橋 純 岐阜県安八郡神戸町大字横井字中新田 1528番地 三菱マテリアル株式会社 岐 阜製作所内 (56)参考文献 実開 平2−78688(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21B 10/58 E21B 10/02 E21B 10/40 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Jun Ishibashi 1528 Nakashinda, Yokoi, Kobe-cho, Anpachi-gun, Gifu Prefecture Mitsubishi Materials Corporation Gifu Works (56) References U) (58) Field surveyed (Int. Cl. 7 , DB name) E21B 10/58 E21B 10/02 E21B 10/40

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 円筒状をなす本体の先端に、前記本体の
周方向に沿って千鳥状に植設された複数の刃体を有
し、かつこれらの刃体の先端側には、前記本体の接線方
に沿った成分を有する複数の切刃が設けられているこ
とを特徴とする掘削工具。
The tip of the 1. A body having a cylindrical shape, having a plurality of kinds of blade planted in a zigzag manner along the circumferential direction of the body, the distal end side of the Katsuko these blade body, An excavating tool comprising a plurality of cutting blades having a component along a tangential direction of the main body.
JP06030374A 1994-02-28 1994-02-28 Drilling tools Expired - Lifetime JP3123333B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06030374A JP3123333B2 (en) 1994-02-28 1994-02-28 Drilling tools

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06030374A JP3123333B2 (en) 1994-02-28 1994-02-28 Drilling tools

Publications (2)

Publication Number Publication Date
JPH07238761A JPH07238761A (en) 1995-09-12
JP3123333B2 true JP3123333B2 (en) 2001-01-09

Family

ID=12302110

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06030374A Expired - Lifetime JP3123333B2 (en) 1994-02-28 1994-02-28 Drilling tools

Country Status (1)

Country Link
JP (1) JP3123333B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510856A (en) * 2013-10-09 2014-01-15 无锡中地地质装备有限公司 Alloy drill bit for exploratory drilling

Also Published As

Publication number Publication date
JPH07238761A (en) 1995-09-12

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