JPH03183890A - Excavation bit - Google Patents
Excavation bitInfo
- Publication number
- JPH03183890A JPH03183890A JP32110989A JP32110989A JPH03183890A JP H03183890 A JPH03183890 A JP H03183890A JP 32110989 A JP32110989 A JP 32110989A JP 32110989 A JP32110989 A JP 32110989A JP H03183890 A JPH03183890 A JP H03183890A
- Authority
- JP
- Japan
- Prior art keywords
- excavation
- claw
- hooks
- excavating
- attached
- 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.)
- Pending
Links
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、硬質岩盤の掘削に好適な掘削ビットに関する
。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a drilling bit suitable for drilling hard rock.
(従来の技術) 本発明者は、J1!!盤掘削用の掘削ビットとして。(Conventional technology) The inventor is J1! ! As a drilling bit for board drilling.
第4図および第5図に示すものを開発している。We are developing what is shown in Figures 4 and 5.
第4図および第5図において、5は掘削機(図示せず)
により回転される円筒回転軸、6は該回転軸を内挿し、
掘削される縦穴または横穴に挿入されるケーシングであ
り、これらは一般的には継足し式に構成される0回転軸
5内には、スクリュー羽根を有する軸を回転軸5と同心
に設ける場合がある。In Figures 4 and 5, 5 is an excavator (not shown)
a cylindrical rotating shaft rotated by, 6 inserting the rotating shaft;
This is a casing that is inserted into a vertical hole or a horizontal hole to be excavated, and these are generally configured in an interlocking manner.In the zero-rotary shaft 5, a shaft having screw blades may be provided concentrically with the rotary shaft 5. be.
8は回転軸5の先端に固着されたリングであり、該リン
グ8はケーシング6の内周面に軸受(図示せず)を介し
て摺接する。9は回転軸5の先端中央の円筒軸、1O1
llは該回転軸5と円筒軸9との間に放射状に溶接によ
り3枚ずつ取付けた掘削爪取付は板であり、一方の取付
は板10はケーシング6内の部分の掘削を行なう掘削爪
7を取付けるために設けられ、他方の取付は板11はケ
ーシング6の外側に及ぶ部分の掘削を行なう掘削爪7A
の取付けのために設けられる。A ring 8 is fixed to the tip of the rotating shaft 5, and the ring 8 is in sliding contact with the inner circumferential surface of the casing 6 via a bearing (not shown). 9 is a cylindrical shaft at the center of the tip of the rotating shaft 5, 1O1
11 is a board for mounting three excavating claws radially between the rotary shaft 5 and the cylindrical shaft 9 by welding, and one plate 10 is a drilling claw 7 for excavating the inside of the casing 6. The other mounting plate 11 is provided with an excavating claw 7A for excavating a portion extending to the outside of the casing 6.
Provided for installation.
一方の取付は板lOには、それぞれ数個の爪取付はブロ
ック12が、溶接により取付けである。One of the blocks 12 is attached to the plate 10 by welding, and several claws are attached to each block 12.
掘削爪7は、内面に取付は溝7bを有し、該取付は溝7
bをブロック12に嵌着し、ボルト13によって着脱自
在に固定する。The digging claw 7 has a mounting groove 7b on the inner surface, and the mounting groove 7b
b is fitted into the block 12 and removably fixed with a bolt 13.
他方の取付は板11には、縦軸14を中心として回転自
在にブラケット15を取付け、該ブラケラト15に前記
フロック12を取付け、該フロック12に掘削爪7Aの
溝7bを嵌着し、ボルト13によって固定することによ
り、前記同様に掘削爪7Aを傾斜させて取付けている。For the other installation, a bracket 15 is attached to the plate 11 so as to be rotatable about the vertical axis 14, the flock 12 is attached to the bracket 15, the groove 7b of the digging claw 7A is fitted into the flock 12, and the bolt 13 is attached. By fixing the excavating claw 7A at an angle, the excavating claw 7A is attached at an angle in the same manner as described above.
該掘削爪7Aは実線eの位置と2点鎖線dの位置間で開
閉される。The digging claw 7A is opened and closed between the position indicated by the solid line e and the position indicated by the two-dot chain line d.
(発明が解決しようとする課題)
しかし、第6図に示すように、この掘削ビットを横にし
て水道管の埋設等を行なう場合(この場合、ケーシング
6か水道管となり、地中に残置される)、掘削ビットか
硬質岩盤lに至り、掘削爪7により掘削されている横穴
の上部の岩盤の一部に亀裂2か発生し、岩盤の一部IA
かずれて掘削爪の回転経路に自重等によってせり出す等
に理由により、岩盤の一部IAに掘削爪7か衝突すると
、掘削爪7が折損してしまうという問題点かあった。(Problem to be solved by the invention) However, as shown in Fig. 6, when burying a water pipe with this excavation bit on its side (in this case, the casing 6 becomes a water pipe and is not left underground). ), the drilling bit reaches the hard rock l, a crack 2 occurs in a part of the rock at the top of the horizontal hole being excavated by the drilling claw 7, and a part of the rock IA
If the excavating pawl 7 collides with a part of the rock mass IA due to its displacement and protrusion due to its own weight into the rotating path of the excavating pawl, there is a problem that the excavating pawl 7 will break.
本発明は、このような問題点に鑑み、硬質岩盤を掘削す
る場合においても、掘削爪が折損することなく掘削でき
る構造の掘削ビットを提供することを目的とする。SUMMARY OF THE INVENTION In view of these problems, an object of the present invention is to provide an excavation bit with a structure that allows excavation without breaking the excavation claw even when excavating hard rock.
(課題を解決するための手段)
本発明は、上述の目的を遠戚するため、回転軸の先端に
設けられる掘削ビットにおいて、放射状に設けた爪取付
は板にそれぞれ掘削爪を取付け、爪取付は板間に、掘削
爪の外周側の回転軌跡とほぼ合致する位置に弧状の掘削
爪保護板を設けたことを特徴とする。(Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention provides a drilling bit provided at the tip of a rotating shaft. is characterized in that an arc-shaped excavation claw protection plate is provided between the plates at a position that substantially coincides with the rotation locus of the outer peripheral side of the excavation claw.
(作用)
本発明の掘削ビットは、−上述の構造を有するので、弧
状をなす掘削爪保護板により、岩盤が内周側にせり出し
て内周側の掘削爪に当たることが防止される。(Function) Since the excavation bit of the present invention has the above-described structure, the arc-shaped excavation pawl protection plate prevents the rock from protruding toward the inner circumference and hitting the excavation pawl on the inner circumference.
(実施例)
第1図は本発明による掘削ビットの一実施例を示す正面
図、第2図はその一部断面側面図、第3図は横穴掘削状
態を示す側面図である。第1図ないし第3図において、
第4図にないし第6図と同じ符号は同じ構成部材を示す
。(Embodiment) Fig. 1 is a front view showing an embodiment of the drilling bit according to the present invention, Fig. 2 is a partially sectional side view thereof, and Fig. 3 is a side view showing a state in which a horizontal hole is being excavated. In Figures 1 to 3,
The same reference numerals as in FIGS. 4 to 6 indicate the same components.
掘削爪取付は板ioは、円筒回転軸5の先端のリング8
と中心円筒軸9との間に十字形に放射状に配設されてお
り、各取付は板10の半径方向の同じ位置に、それぞれ
3個の掘削爪7が、第4図および第5図で示した構造と
同じ構造で取付けられている。3は掘削爪保護板であり
、各保護板3はそれぞれ各段の掘削爪7に対応して設け
られ、両端を取付は板lOに溶接またはボルト付けする
ことにより取付ける。この保護板3は、掘削爪7の外周
側の回転軌跡にほぼ合致する箇所に位置する。また、各
保護板3の先端は、各掘削爪7の先端よりやや後退した
所に位置する。The drilling claw is attached to the plate io by the ring 8 at the tip of the cylindrical rotating shaft 5.
and the central cylindrical shaft 9, and each mounting has three digging claws 7 at the same radial position of the plate 10, as shown in FIGS. 4 and 5. It is installed in the same structure as shown. Reference numeral 3 designates excavation pawl protection plates, and each protection plate 3 is provided corresponding to the excavation pawl 7 of each stage, and both ends are attached to the plate IO by welding or bolting. This protection plate 3 is located at a location that substantially matches the rotation locus on the outer peripheral side of the digging claw 7. Further, the tip of each protection plate 3 is located at a position slightly retreating from the tip of each digging claw 7.
各取付は板IOには、それぞれ数個の爪取付はフロック
12か、第3図に示すように、掘削時の回転方向Xにつ
いて、基部か先端掘削部より先行するように、傾斜して
溶接により取付けである。Each attachment is attached to the plate IO, and several claw attachments are either flock 12 or welded at an angle so that it precedes the base or tip excavation part in the rotational direction X during excavation, as shown in Figure 3. It is installed by
また、掘削爪7は、内面に取付は溝7bを有し、該取付
け11117bをブロック12に嵌着し、ボルト13に
よって着脱自在に固定される。従って、掘削爪7の取付
は状態においては、掘削爪7の側面から見た中心線Sは
、掘削回転時において、その基部が先端より先行するよ
うに取付けられる。この中心線Sの傾斜角θは0度より
大きく、好ましくは45度以下に設定される。より好ま
しくは、第3図において、取付は板10の中心縁立と掘
削面4との交点Oより、掘削爪7の下端の掘削点P(7
cは掘削部に固着された超硬チップであり、該超硬チッ
プ7cの取付は角度は、掘削に好適な任意の角度に取付
けられる)が回転方向について後方となるように掘削爪
7を取付ける。Further, the excavating claw 7 has a mounting groove 7b on its inner surface, and the mounting groove 7b is fitted into the block 12 and detachably fixed with a bolt 13. Therefore, the excavating claw 7 is installed such that the center line S of the excavating claw 7 as seen from the side surface is such that the base thereof precedes the tip during excavation rotation. The inclination angle θ of the center line S is set to be greater than 0 degrees, and preferably to 45 degrees or less. More preferably, as shown in FIG.
c is a carbide tip fixed to the excavation part, and the excavation claw 7 is attached so that the carbide tip 7c is attached at any angle suitable for excavation) at the rear in the rotation direction. .
ケーシング6より外側を掘削する掘削爪7Aは次のよう
に取付けられる。取付は板10に一対のブラケット16
.17をビット先端側のブラケット17が回転軸5側ブ
ラケツト16より回転中心に近接するように溶接し、こ
れらのブラケット16.17間に角形ガイド18を架設
し、該角形ガイド18に角筒19を摺動自在に嵌合し、
該角筒19に掘削爪7Aの取付はアーム20を溶接し、
取付はアーム20にブロック12を溶接し、該ブロック
12に掘削爪7Aをボルト13によって着脱自在に取付
けている。The excavating claw 7A that excavates the outside of the casing 6 is attached as follows. Installation is done using a pair of brackets 16 on the board 10.
.. 17 are welded so that the bracket 17 on the bit tip side is closer to the center of rotation than the bracket 16 on the rotating shaft 5 side, a square guide 18 is installed between these brackets 16 and 17, and a square tube 19 is attached to the square guide 18. Fits slidably,
The digging claw 7A is attached to the square tube 19 by welding the arm 20,
For installation, a block 12 is welded to the arm 20, and the digging claw 7A is detachably attached to the block 12 with a bolt 13.
この掘削爪7Aは、掘削面に当接することによって角筒
19か角形ガイド18に沿って第2図の矢印へ方向に移
動することにより、2直鎖!!iDの位置から実線位置
に移動して掘削爪7Aがケーシング6より外側に一部突
出し、外側の掘削が可能となる。一方、掘削ビットを第
2図の矢印Bに示すように引抜くときは、掘削爪7Aか
ケーシング6の端面に当接し、掘削爪7Aを矢印Aの反
対方向に押すため、掘削爪7Aをケーシング6の内側の
D位置にもぐらせることができ、引抜くことかてきる。This excavating claw 7A moves in the direction of the arrow in FIG. 2 along the rectangular tube 19 or the rectangular guide 18 by coming into contact with the excavating surface. ! The excavating claw 7A moves from the iD position to the solid line position and partially protrudes outside the casing 6, making it possible to excavate the outside. On the other hand, when the digging bit is pulled out as shown by arrow B in FIG. It can be moved to the D position inside 6 and can be pulled out.
このように、各掘削爪7の外周側に掘削爪の保護板3を
回転円周方向に沿うように設ければ、岩盤のひび割れや
自重等により内周側に一部突出しようとしても、保護板
3に阻止されるため、突出した岩盤に掘削爪が押し付け
られることによる掘削爪7の折損が防出される。In this way, if the protective plate 3 of the excavating pawl 7 is provided on the outer circumferential side of each excavating pawl 7 along the rotational circumferential direction, even if a portion of the excavating pawl 7 tries to protrude toward the inside circumference due to cracks in the bedrock or its own weight, it will be protected. Since it is blocked by the plate 3, the digging claw 7 is prevented from breaking due to being pressed against the protruding rock.
また1本実施例の掘削爪7.7Aは、第3図に示したよ
うに傾斜構造で取付けているが、これは従来と逆向きの
傾斜である。従来の傾斜構造では、硬質岩盤掘削の際、
掘削爪やその支持体の弾性によって、掘削爪の食込み、
跳ね上げを繰り返して作業能率の低下を招来していたが
、本実施例のような逆向きの傾斜とすれば、掘削爪7,
7Aの食込みがないため、掘削爪7.7Aの弾性によっ
て掘削爪7.7Aが硬質岩盤でなる掘削面4に食込み、
跳ね上がりを繰返すことが防出され、円滑な掘削か可能
となる。Further, the excavating claw 7.7A of this embodiment is attached in an inclined structure as shown in FIG. 3, but this is an inclination in the opposite direction to the conventional one. With conventional inclined structures, when excavating hard rock,
Due to the elasticity of the digging claw and its support, digging of the digging claw,
However, if the slope is in the opposite direction as in this embodiment, the digging claw 7,
7A does not dig in, the elasticity of the digging claw 7.7A causes the digging claw 7.7A to bite into the excavation surface 4 made of hard rock.
Repeated jumps are prevented and smooth excavation is possible.
なお、掘削爪7.7Aはその外周面が弧状をなすように
構成したり、特開昭62−189292号、特開昭62
−189292号公報で開示したように、捻れた形状に
形成し、取付けることが好ましい。また、掘削爪7.7
Aの取付は構造も、上記実施例に限らず、種々に変更し
うることはいうまでもない。また、保護板3は、掘削爪
7の取付は板10以外の支持体に設けても良い。The excavating claw 7.7A may have an arcuate outer circumferential surface, or may be constructed as described in JP-A-62-189292, JP-A-62
As disclosed in Japanese Patent Publication No. 189292, it is preferable to form it into a twisted shape and attach it. Also, digging claw 7.7
It goes without saying that the structure of mounting A is not limited to the above-mentioned embodiment, and can be modified in various ways. Further, the protection plate 3 may be provided on a support other than the plate 10 to which the digging claws 7 are attached.
(発明の効果)
本発明によれば、掘削爪の外周の回転軌跡に沿う位置に
、弧状をなす保護板を設けたので、掘削爪への岩盤のせ
り出しが防止され、掘削爪の折損が防止される。(Effects of the Invention) According to the present invention, an arc-shaped protection plate is provided at a position along the rotational trajectory of the outer periphery of the excavation claw, so that the protrusion of the rock toward the excavation claw is prevented, and breakage of the excavation claw is prevented. be done.
第1図は本発明による掘削ビットの一実施例を示す正面
図、第2図はその一部断面側面図、第3図は横穴掘削状
態を示す側面図、第4図は本発明者か先に開発している
ビットを示す正面図、第5図はその側面断面図、第6図
はその問題点を説明する側面断面図である。
l:硬質岩盤、3:保護板、5:円筒回転軸、6:ケー
シング、7.7A:掘削爪、8:リング、9;円筒軸、
lO:取付は板、12二爪取付はブロック、13:ボル
トFig. 1 is a front view showing an embodiment of the drilling bit according to the present invention, Fig. 2 is a partially sectional side view thereof, Fig. 3 is a side view showing the horizontal hole drilling state, and Fig. 4 is a FIG. 5 is a front view showing a bit that has been developed in the past, FIG. 5 is a side sectional view thereof, and FIG. 6 is a side sectional view illustrating the problem. l: Hard rock, 3: Protective plate, 5: Cylindrical rotating shaft, 6: Casing, 7.7A: Excavation claw, 8: Ring, 9: Cylindrical shaft,
1O: Mounting is on a plate, 12 two-jaw mounting is on a block, 13: Bolt
Claims (1)
て、放射状に設けた爪取付け板にそれぞれ掘削爪を取付
け、爪取付け板間に、掘削爪の外周側の回転軌跡とほぼ
合致する位置に弧状の掘削爪保護板を設けたことを特徴
とする掘削ビット。In the excavation bit installed at the tip of the rotating shaft of the excavator, each excavation pawl is attached to the pawl mounting plates provided radially, and between the pawl installation plates, an arc-shaped A drilling bit characterized by being provided with a drilling claw protection plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32110989A JPH03183890A (en) | 1989-12-11 | 1989-12-11 | Excavation bit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32110989A JPH03183890A (en) | 1989-12-11 | 1989-12-11 | Excavation bit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03183890A true JPH03183890A (en) | 1991-08-09 |
Family
ID=18128924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32110989A Pending JPH03183890A (en) | 1989-12-11 | 1989-12-11 | Excavation bit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03183890A (en) |
-
1989
- 1989-12-11 JP JP32110989A patent/JPH03183890A/en active Pending
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