JPH03183891A - Excavation bit - Google Patents

Excavation bit

Info

Publication number
JPH03183891A
JPH03183891A JP32111089A JP32111089A JPH03183891A JP H03183891 A JPH03183891 A JP H03183891A JP 32111089 A JP32111089 A JP 32111089A JP 32111089 A JP32111089 A JP 32111089A JP H03183891 A JPH03183891 A JP H03183891A
Authority
JP
Japan
Prior art keywords
excavation
claw
guide
digging
excavating
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
Application number
JP32111089A
Other languages
Japanese (ja)
Inventor
Kazuo Murazaki
和雄 村崎
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP32111089A priority Critical patent/JPH03183891A/en
Publication of JPH03183891A publication Critical patent/JPH03183891A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To make it possible to efficiently excavate by providing a guide so that the end thereof approaches the rotation center of the excavation bit nearer than the basic end, and projecting excavation hooks to the peripheral surface from a casing to provide so that they are capable of moving along the guide. CONSTITUTION:In an excavation bit provided at the end of a rotary shaft 5, a guide 18 of excavation hooks 7... and 7A... is so provided that the end thereof approaches the rotation center of the excavation bit nearer than the basic end. The excavation hooks 7... and 7A... projected to the peripheral surface from a casing 6 are provided so that they are capable of moving along the guide 18. According to the constitution, the advancement of the excavation hooks 7... and 7A... is prevented, the excavation hooks 7... and 7A... are not closed, so that excavation efficiency can not be reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、硬質214 Wiiの掘削に好適な掘削ビ・
ントに関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention provides an excavator suitable for excavating hard 214 Wii.
related to events.

(従来の技術) 末完IJJ者は、地盤掘削用の掘削ビ・ントとして。(Conventional technology) The final IJJ person is used as an excavator for ground excavation.

第5図および第6L4に示すものを開発している。We are developing what is shown in Figures 5 and 6L4.

第5図および:JS6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は該同転軸を内
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。
In FIG. 5 and JS6, 5 is a cylindrical rotating shaft rotated by an excavator (not shown), and 6 is a casing inserted into the vertical or horizontal hole to be excavated by inserting the same rotating shaft. , these are generally constructed in an incremental manner.

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。
Inside the rotating shaft 5, a shaft having a screw blade is inserted into the rotating shaft 5.
It may be installed concentrically with.

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の先端中央の円拘軸、10.
11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lO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 circumferential axis at the center of the tip of the rotating shaft 5; 10.
Reference numeral 11 denotes plates for mounting three excavating claws radially mounted between the rotary shaft 5 and the cylindrical shaft 9 by welding, and one plate lO 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か、溶接により取付けである。
On the other hand, several claws are attached to the plate 10 by block 12 or by welding.

掘削爪7は、内面に取付は溝7bを有し、該取付は溝7
bをフロック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 onto the flock 12 and removably fixed with bolts 13.

他方の取付は板11には、軸14を中心とじて回転自在
にブラケット15を取付け、該ブラケット15に前記ブ
ロック12を取付け、該ブロック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。該
掘削爪7Aは掘削の際、掘削抵抗により2点鎖線dの位
置から実線eの位置に開き、掘削ビットを逆転させると
2点鎖線dの位置に閉じる。
For the other installation, a bracket 15 is attached to the plate 11 so as to be rotatable about the shaft 14, the block 12 is attached to the bracket 15, the groove 7b of the digging claw 7A is fitted into the block 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. During excavation, the excavating claw 7A opens from the position indicated by the two-dot chain line d to the position indicated by the solid line e due to excavation resistance, and closes to the position indicated by the two-dot chain line d when the excavation bit is reversed.

(発明が解決しようとする課題) しかし、第7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)、最外周の掘削
爪7Aが上部位置から下降する経路において、掘削爪7
Aか自重によって矢印Rで示すように軸14を中心とし
て回動し、掘削が円滑に行なわれなくなることがあると
いう問題点があった。
(Problem to be solved by the invention) However, as shown in Fig. 7, when a water pipe is buried with this excavation bit on its side (in this case, the casing 6 becomes a water pipe and is left underground. ), in the path in which the outermost digging claw 7A descends from the upper position, the digging claw 7A
There was a problem in that the excavator A rotates about the shaft 14 as shown by the arrow R due to its own weight, making it difficult to perform excavation smoothly.

本発明は、このような問題点に鑑み、横穴掘削において
も、最外側の掘削爪が掘削時に閉しることかなく、能率
良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。
In view of these problems, it is an object of the present invention to provide an excavation bit with a structure that enables efficient excavation even in horizontal hole excavation without the outermost excavation claws closing during excavation.

(課題を解決するための手段) 本発明は、−上述の目的を達成するため、掘削機の回転
軸の先端に設けられる掘削ビットにおいて、掘削爪のガ
イドを、その基端部より先端側か掘削ビットの回転中心
側に近くなるように設け、該ガイドに沿って移動自在に
、ケーシングより外周に突出させる掘削爪を取付けたこ
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 of an excavator, in which the guide of the digging claw is moved from the base end to the tip side. The present invention is characterized in that an excavating claw is provided close to the rotation center of the excavating bit and is movable along the guide and protrudes from the casing.

(作用) 未発IJJの掘削ビットは、上述の構造を有するので、
掘削爪は自重によって前方に移動し縮径しようとしても
、掘削面により掘削爪が前方に移動せず、該掘削爪が閉
しることがない。
(Function) Since the drilling bit of the unexploited IJJ has the above-mentioned structure,
Even if the digging claw moves forward due to its own weight and attempts to reduce its diameter, the digging surface prevents the digging claw from moving forward and prevents the digging claw from closing.

(実施例) fJJ1図は本発明による掘削ビットの一実施例を示す
一部側面断面図、第2図はそのE−EpJ面図、第3図
は該掘削ビットの正面図である。
(Example) Fig. fJJ1 is a partial side sectional view showing one embodiment of the excavation bit according to the present invention, Fig. 2 is a plane view along E-EpJ thereof, and Fig. 3 is a front view of the excavation bit.

第1[fiiないし1lG3図において、第5UAにな
いし第7図と同じ符号は同じ構成部材を示す。掘削爪取
付は板lOは、円筒回転輪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lOの半径方向の同し位置に、それぞれ3(Hの
掘削爪7が、第5図および第6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1
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。
In Figures 1 to 11G3, the same reference numerals as in Figures 5UA to 7 indicate the same constituent members. The plates lO for mounting the excavation claws are arranged radially in a cross shape between the ring 8 at the tip of the cylindrical rotary ring 5 and the central cylindrical shaft 9, and each attachment is at the same position in the radial direction of the plate lO. , 3 (H) are installed in the same structure as shown in FIG. 5 and FIG. Provided corresponding to the claw 7 1
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lOには、それぞれ数個の爪取付はブロック
12が、第4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。
As shown in Fig. 4, each mounting block 12 is welded to the plate 1O in an inclined manner so that it precedes the base or tip excavation part in the rotational direction X during excavation, as shown in Fig. 4. 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t11!7b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、その貼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4図において、取付は板lO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)か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 attached such that the center line S of the excavating claw 7 as viewed from the side surface is such that the attached portion precedes the tip when the excavating claw 7 is rotated. 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, in FIG.
c is a carbide tip fixed to the excavation part, and the carbide tip 7c is attached at any angle suitable for excavation), or the excavation claw 7 is attached so that it is backward in the rotation direction. .

しかして、本発明においては、ケーシング6より外側を
掘削する掘削爪7Aを次のように取付ける。取付は板1
0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1
3によって着脱自在に取付けている。
Therefore, in the present invention, the excavating claw 7A for excavating the outside of the casing 6 is attached as follows. Installation is on board 1
0, weld a pair of brackets 16, 17 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, and weld these brackets 16, 17 to
A rectangular guide 18 is installed between them, a rectangular tube 19 is slidably fitted to the rectangular guide 18, an arm 20 is welded to the excavating claw 7A to the rectangular tube 19, and a block 12 is attached to the arm 20. Weld the drilling claw 7A to the block 12 and attach the bolt 1 to the block 12.
3, it is removably attached.

この掘削爪7Aは、掘削面に当接することによって角筒
19が角形ガイド18に沿って第1図の矢印へ方向に移
動することにより、2点鎖線り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1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かでき、引抜くことかできる。また
、掘削中は掘削爪7Aが掘削面に食込み、前進か阻止さ
れるから、掘削時に掘削爪7Aかケーシング6より引込
まれることはない。
When the excavating claw 7A comes into contact with the excavating surface, the rectangular tube 19 moves along the rectangular guide 18 in the direction of the arrow in FIG. The claw 7A partially protrudes outward from 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 back to the D position inside 6, and it can be pulled out. Further, during excavation, the excavating claw 7A bites into the excavated surface and is prevented from moving forward, so that the excavating claw 7A will not be retracted from the casing 6 during excavation.

なお、本実施例のように、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、没ければ、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
削爪か押し付けられることによる掘削爪7の折損か防止
される。
In addition, as in this embodiment, if the protection plate 3 of each excavation claw 7 is placed along the rotational circumferential direction on the outer circumferential side of each excavation claw 7, if the protection plate 3 of the excavation claw 7 is sunk, a part of the inner circumference may be damaged due to cracks in the bedrock or its own weight. Even if it tries to protrude, it is blocked by the protection plate 3, so that the digging claw 7 is prevented from breaking due to being pressed against the protruding rock.

また、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、砂質岩盤掘削の際、
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か
、本実施例のような逆向きの傾斜とすれば、掘削爪7,
7Aの食込みかないため、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、
j!Aね上がりを繰返すことが防止され、円滑な掘削が
可能となる。
Further, the excavating claw 7.7A of this embodiment is installed 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 sandy rock,
Due to the elasticity of the digging claw and its support, digging of the digging claw,
Either the digging claws 7, 7, and 7 would have repeatedly bounced up, resulting in a decrease in work efficiency, or if the slope was in the opposite direction as in this embodiment, the digging claws 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.
j! This prevents repeated upturns and enables smooth excavation.

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、取付けることか好ましい。また、掘I’ll爪
7,7Aの取付は構造も、上記実施例に限らず、種々に
変更しつることはいうまでもない。
The excavating claws 7, 7A may be constructed so that their outer peripheral surfaces are arcuate, or
It is preferable to form it into a twisted shape and attach it as disclosed in Japanese Patent No. 189292. Furthermore, it goes without saying that the structure of the mounting of the digging claws 7, 7A is not limited to the above-mentioned embodiment, and can be modified in various ways.

(発明の効果) 本発明によれば、掘削爪のガイドを、その基端部より先
端側か掘削ビットの回転中心側に近くなるように設け、
該ガイドに沿って移動自在に、ケーシングより外周に突
出させる掘削爪を取付けたので、掘削爪は自重によって
前方に移動しようとしても、掘削面により掘削爪の前方
への移動が阻まれ、該掘削爪か閉じることがなく、能率
良く掘削を行なうことか可能となる。
(Effects of the Invention) According to the present invention, the guide of the excavation claw is provided closer to the tip side or the rotation center side of the excavation bit than the base end thereof,
Since the excavation claw is attached to protrude from the outer periphery of the casing so as to be movable along the guide, even if the excavation claw tries to move forward due to its own weight, the forward movement of the excavation claw is blocked by the excavation surface, and the excavation claw is prevented from moving forward. The claws do not close, making it possible to excavate efficiently.

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

if図は末完IJjによる掘削ビットの一実施例を示す
一部1fr +−(B側面図、第2図はそのE−E断面
図、第3図は該掘削ビットの正面図、第4図は該実施例
の横穴掘削状態を示す側面図、第5図は末完開講か先に
開発している掘削ビットを示す正面図、第6国はその側
面断面図、第7図はその問題点を説明する一部正面図で
ある。 1:fi*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:爪取付はプロ、・2々 曹
3:ボJレト、16.17:ブラケ・ント 18二角形ガイド、 二角筒、 20:取付 はアーム
IF diagram shows a part 1fr +- (B side view, FIG. 2 is a sectional view taken along line E-E, FIG. 3 is a front view of the excavation bit, and FIG. is a side view showing the state of horizontal hole drilling in this embodiment, FIG. 5 is a front view showing the drilling bit that has been developed before completion, Country 6 is a side sectional view thereof, and FIG. 7 is its problem. It is a partial front view explaining 1: fi* rock mass, 3: protection plate, 5: cylindrical rotation shaft, 6:
Casing, 7.7A: Drilling pawl, 8: Ring, 9: Cylindrical shaft, lO: Mounting is on plate, 12: Nail installation is professional, ・2 and so on 3: Boreto, 16.17: Bracket and 182 Square guide, diagonal tube, 20: Mounted on arm

Claims (1)

【特許請求の範囲】[Claims]  掘削機の回転軸の先端に設けられる掘削ビットにおい
て、掘削爪のガイドを、その基端部より先端側が掘削ビ
ットの回転中心側に近くなるように設け、該ガイドに沿
って移動自在に、ケーシングより外周に突出させる掘削
爪を取付けたことを特徴とする掘削ビット。
In an excavation bit provided at the tip of a rotating shaft of an excavator, a guide for the excavation claw is provided so that the tip side is closer to the rotation center side of the excavation bit than the base end thereof, and the casing is movable along the guide. A digging bit characterized by having a digging claw that protrudes further toward the outer periphery.
JP32111089A 1989-12-11 1989-12-11 Excavation bit Pending JPH03183891A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32111089A JPH03183891A (en) 1989-12-11 1989-12-11 Excavation bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32111089A JPH03183891A (en) 1989-12-11 1989-12-11 Excavation bit

Publications (1)

Publication Number Publication Date
JPH03183891A true JPH03183891A (en) 1991-08-09

Family

ID=18128934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32111089A Pending JPH03183891A (en) 1989-12-11 1989-12-11 Excavation bit

Country Status (1)

Country Link
JP (1) JPH03183891A (en)

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