JP2655688B2 - Rock Cutter Bit - Google Patents

Rock Cutter Bit

Info

Publication number
JP2655688B2
JP2655688B2 JP18131188A JP18131188A JP2655688B2 JP 2655688 B2 JP2655688 B2 JP 2655688B2 JP 18131188 A JP18131188 A JP 18131188A JP 18131188 A JP18131188 A JP 18131188A JP 2655688 B2 JP2655688 B2 JP 2655688B2
Authority
JP
Japan
Prior art keywords
cutter bit
excavator
earth
hole
blade
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
JP18131188A
Other languages
Japanese (ja)
Other versions
JPH0230882A (en
Inventor
衛 宮崎
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.)
KOPUROSU KK
Original Assignee
KOPUROSU 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 KOPUROSU KK filed Critical KOPUROSU KK
Priority to JP18131188A priority Critical patent/JP2655688B2/en
Publication of JPH0230882A publication Critical patent/JPH0230882A/en
Application granted granted Critical
Publication of JP2655688B2 publication Critical patent/JP2655688B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、トンネル等の掘削、或いは上下水道管や電
力ケーブル等を埋設するため推進機(真空吸引排土方
式)に接続して使用するカッタービットに関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application field] The present invention is used by connecting to a propulsion device (vacuum suction discharging method) for excavating a tunnel or the like, or burying water and sewage pipes and power cables. Related to cutter bits.

〔従来の技術〕[Conventional technology]

従来のカッタービットは、例えば、特開昭62−35093
号公報に記載のように、単に掘削又は削岩するのみで、
掘削後の破砕岩,土砂等は掘削機の推力と土圧等により
その外周面から掘削機内部に圧送入する構造になってい
る。
A conventional cutter bit is disclosed in, for example, Japanese Patent Application Laid-Open No. 62-35093.
As described in the official gazette, simply excavating or rock drilling,
The crushed rock, earth and sand, etc. after the excavation are pressure-fed into the excavator from the outer peripheral surface by the thrust and the earth pressure of the excavator.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

このため、かかる構造を有する従来のカッタービット
においては、掘削機先端部に破砕岩や土砂等の摩擦抵抗
が加わり、掘削機先端の摩耗が激しい上、掘削土が底に
たまり切り刃としての機能が減退し、推進速度が遅くな
るといった欠点がある。
For this reason, in the conventional cutter bit having such a structure, frictional resistance such as crushed rock or earth and sand is added to the tip of the excavator, the tip of the excavator is severely worn, and the excavated soil collects on the bottom and functions as a cutting blade. However, there is a disadvantage that the propulsion speed decreases.

本発明において解決しようとする課題は、上記従来の
掘削機用カッタービットの欠点を解消して掘削機先端部
の抵抗を減少し、掘削機本来の機能を増大しようとする
ものである。
The problem to be solved in the present invention is to solve the above-mentioned drawbacks of the conventional excavator cutter bit, reduce the resistance of the excavator tip, and increase the original function of the excavator.

〔課題を解決するための手段〕[Means for solving the problem]

本発明のカッタービットは、回転軸方向に削岩用の複
数の主刃列を配置したカッタービットにおいて、同主刃
列の刃底に土砂移送孔を穿設すると共に、カッタービッ
トの内部に内腔を設け、先端に設けた圧力流体供給孔と
後端に設けた排土孔と前記土砂移送孔とを前記内腔とそ
れぞれ連通したものである。
A cutter bit according to the present invention is a cutter bit in which a plurality of main blade rows for rock drilling are arranged in a rotation axis direction, wherein a soil and sand transfer hole is formed in a blade bottom of the main blade row, and an inner hole is formed inside the cutter bit. A cavity is provided, and a pressure fluid supply hole provided at a front end, a soil discharging hole provided at a rear end, and the earth and sand transfer hole communicate with the inner cavity.

〔実施例〕〔Example〕

添付図は本発明のカッタービットの実施例を示す。 The attached drawings show an embodiment of the cutter bit of the present invention.

本発明に係るカッタービット1の外面を示す第1図に
おいて、2は円錐台状ビット本体3の外周に設けられた
主刃を示す。同主刃2は、通常高抗張力合金鋼等の超硬
合金からビット本体3と一体的に作られており、第1図
をII−II線方向から見た切断図を示す第2図に示すよう
に、ビット本体の外周に複数放射状に配列した第1の刃
列21と同第1の刃列21と星形になるようにずらせて配置
した第2の刃列22とが、その回転軸aの方向に交互に複
数配列されている。4は各主刃2の間の刃底部分に穿設
した土砂移送孔を示す。
In FIG. 1 showing the outer surface of a cutter bit 1 according to the present invention, reference numeral 2 denotes a main blade provided on the outer periphery of a truncated conical bit main body 3. The main blade 2 is usually formed integrally with the bit main body 3 from a cemented carbide such as high tensile strength alloy steel, and FIG. 2 is a cutaway view of FIG. 1 as viewed in the direction of the line II-II. As described above, a plurality of first blade rows 21 radially arranged on the outer periphery of the bit main body, and a second blade row 22 displaced so as to form a star shape with the first blade row 21 are arranged on the rotation axis thereof. A plurality are alternately arranged in the direction of a. Reference numeral 4 denotes earth and sand transfer holes formed in the blade bottom portion between the main blades 2.

同土砂移送孔4の配置および形状は、先端部の主刃が
老朽管及び岩盤の一次破砕、すなわち先導的役割を果た
し、また最後列の主刃が推進機軌道の拡孔の役割を果た
す点から、最前列と最後列を除いて、各刃列21と22にお
ける各刃2との間に1個づつ設けるのが好ましい。
The arrangement and shape of the earth and sand transport hole 4 are such that the main blade at the tip plays the primary role of primary crushing of aged pipes and rocks, that is, the leading role, and the main blade in the last row plays the role of opening the propulsion machine track. Therefore, it is preferable to provide one piece between each blade 2 in each blade row 21 and 22 except for the front row and the last row.

カッタービット1の縦断面構造を示す第3図を参照し
て、その内部には、先端に設けられた圧力流体供給孔5
と後端に設けられた排土孔6と連通する内腔部7が形成
され、さらに前記土砂移送孔3が同内腔部7に連通して
いる。
Referring to FIG. 3 showing a longitudinal sectional structure of the cutter bit 1, a pressure fluid supply hole 5 provided at the tip thereof is provided inside.
And a cavity 7 communicating with the earth discharging hole 6 provided at the rear end, and the earth and sand transfer hole 3 communicates with the cavity 7.

第4図は本発明のカッタービット1を掘削機本体Aに
取付けた状態を下部を断面によって示す図であり、カッ
タービット1は、掘削機本体Aの先端ケーシングBの後
部軸Cの周囲に、第5図に示すように通常4個、ベアリ
ングDを介して回転可能に取付けられる。そして、本体
A内の圧搾流体、通常は圧縮空気の通路Eとカッタービ
ット1の圧力流体供給孔5と回転シールリングFを介し
て連通し、その後端の排土孔6は掘削機本体Aの排出口
Gに開口している。
FIG. 4 is a view showing a state in which the cutter bit 1 of the present invention is attached to the excavator main body A by a cross section at a lower portion. The cutter bit 1 is arranged around a rear shaft C of a tip casing B of the excavator main body A, As shown in FIG. 5, usually four are rotatably mounted via bearings D. The passage E of the compressed fluid in the main body A, usually compressed air, communicates with the pressurized fluid supply hole 5 of the cutter bit 1 via the rotary seal ring F, and the earth discharging hole 6 at the rear end thereof is connected to the excavator main body A. It is open to the discharge port G.

この取付け状態で、掘削機本体Aをカッタービット1
を回転しつつ推進することによって、第6図に示すよう
に、カッタービット1の複数の主刃2が岩盤を掘削し、
掘削された破砕岩及び土砂Sは、吸入孔4よりカッター
ビット1の内腔7へ自動的に入り、カッタービット1の
先端部の圧力流体供給孔5から導入される圧力流体によ
って、その後端の排土孔6から掘削機本体Aの排出口G
を通って破砕岩や土砂は掘削機内部へと移送される。
In this mounting state, the excavator body A is
Is propelled while rotating, as shown in FIG. 6, the plurality of main blades 2 of the cutter bit 1 excavate the rock,
The excavated crushed rock and earth and sand S automatically enter the lumen 7 of the cutter bit 1 through the suction hole 4, and the pressure fluid introduced from the pressure fluid supply hole 5 at the tip end of the cutter bit 1 causes the rear end of the crushed rock and the soil S to move. The discharge port G of the excavator body A from the discharge hole 6
Crushed rock and earth and sand are transported through the excavator.

これによって、掘削機先端に溜る破砕岩や土砂の量は
減少して、掘削機先端部の抵抗が減り掘削機本来の機能
が向上することになる。
As a result, the amount of crushed rock and sediment accumulated at the excavator tip is reduced, the resistance at the excavator tip is reduced, and the original function of the excavator is improved.

〔発明の効果〕〔The invention's effect〕

上記構成を有する本発明のカッタービットによって、
以下の効果を奏することができる。
With the cutter bit of the present invention having the above configuration,
The following effects can be obtained.

(1) カッタービットは本来の機能を損なわず自ら排
土するので、掘削機先端にかかる諸々の抵抗を減少させ
推進機能を増し、推進距離も延長し得る。
(1) Since the cutter bit removes the soil by itself without impairing its original function, various resistances on the excavator tip can be reduced, the propulsion function can be increased, and the propulsion distance can be extended.

(2) 含水率の高い地盤においてもカッタービットの
土砂移送孔から排水することができるので、推進孔より
逆流する水量を減少させることができる。
(2) Since water can be drained from the earth and sand transfer hole of the cutter bit even on the ground having a high water content, the amount of water flowing backward from the propulsion hole can be reduced.

(3) 単に掘削のみならず、上下水道の老朽管の再生
工法にも利用できる。
(3) It can be used not only for excavation but also for the regeneration of aging pipes in water and sewage systems.

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

添付図は本発明のカッタービットの実施例を示す。 第1図は本発明に係るカッタービット1の外面を示す。
第2図は第1図をII−II線方向から見た切断図を示す。
第3図は第1図の縦断面を示す。第4図は本発明のカッ
タービットを掘削機本体に取付けた状態を示す図であ
り、第5図はその正面図である。さらに第6図は本発明
のカッタービットの作動状態を示す図である。 1:カッタービット、2:主刃 3:ビット本体、4:土砂移送孔 5:圧力流体供給孔、6:排土孔 7:内腔部 21:第1の刃列、22:第2の刃列
The attached drawings show an embodiment of the cutter bit of the present invention. FIG. 1 shows the outer surface of a cutter bit 1 according to the present invention.
FIG. 2 is a cutaway view of FIG. 1 as viewed from the direction of the line II-II.
FIG. 3 shows a longitudinal section of FIG. FIG. 4 is a view showing a state where the cutter bit of the present invention is attached to an excavator body, and FIG. 5 is a front view thereof. FIG. 6 is a view showing the operating state of the cutter bit of the present invention. 1: cutter bit, 2: main blade 3: bit body, 4: earth and sand transfer hole 5: pressure fluid supply hole, 6: earth removal hole 7: lumen 21: first blade row, 22: second blade Column

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】回転軸方向に削岩用の複数の主刃列を配置
したカッタービットにおいて、同主刃列の刃底に土砂移
送孔を穿設すると共に、カッタービットの内部に内腔を
設け、先端に設けた圧力流体供給孔と後端に設けた排土
孔と前記土砂移送孔とを前記内腔とそれぞれ連通してな
ることを特徴とする削岩用カッタービット。
1. A cutter bit in which a plurality of rock cutting main blade rows are arranged in the direction of the rotation axis, a soil and sand transport hole is formed in the blade bottom of the main blade row, and a bore is formed inside the cutter bit. And a pressure fluid supply hole provided at a front end, a soil discharging hole provided at a rear end, and the earth and sand transfer hole are respectively connected to the bore.
JP18131188A 1988-07-19 1988-07-19 Rock Cutter Bit Expired - Lifetime JP2655688B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18131188A JP2655688B2 (en) 1988-07-19 1988-07-19 Rock Cutter Bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18131188A JP2655688B2 (en) 1988-07-19 1988-07-19 Rock Cutter Bit

Publications (2)

Publication Number Publication Date
JPH0230882A JPH0230882A (en) 1990-02-01
JP2655688B2 true JP2655688B2 (en) 1997-09-24

Family

ID=16098462

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18131188A Expired - Lifetime JP2655688B2 (en) 1988-07-19 1988-07-19 Rock Cutter Bit

Country Status (1)

Country Link
JP (1) JP2655688B2 (en)

Also Published As

Publication number Publication date
JPH0230882A (en) 1990-02-01

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