JPS6340097A - Tricone bit in underground excavator - Google Patents
Tricone bit in underground excavatorInfo
- Publication number
- JPS6340097A JPS6340097A JP18446886A JP18446886A JPS6340097A JP S6340097 A JPS6340097 A JP S6340097A JP 18446886 A JP18446886 A JP 18446886A JP 18446886 A JP18446886 A JP 18446886A JP S6340097 A JPS6340097 A JP S6340097A
- Authority
- JP
- Japan
- Prior art keywords
- bit
- tricone
- bits
- pipe
- small
- 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
Links
- 238000009412 basement excavation Methods 0.000 claims description 16
- 238000005553 drilling Methods 0.000 description 3
- BSYNRYMUTXBXSQ-UHFFFAOYSA-N Aspirin Chemical compound CC(=O)OC1=CC=CC=C1C(O)=O BSYNRYMUTXBXSQ-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- VAOCPAMSLUNLGC-UHFFFAOYSA-N metronidazole Chemical compound CC1=NC=C([N+]([O-])=O)N1CCO VAOCPAMSLUNLGC-UHFFFAOYSA-N 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Earth Drilling (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔発明の目的〕
(産業上の利用分野)
本発明は掘削用トリコンビットにか)す、特に地中掘削
装置にd3けるトリコンビットに関ザる。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a tricone bit for excavation, particularly to a tricone bit for use in underground drilling equipment.
(従来の技術)
従来から地中に51111?1等を埋設する場合、地中
に横孔を掘削しながら管を埋設してゆく地中掘削装置が
用いられている。(Prior Art) Conventionally, when burying 51111?1 etc. underground, an underground excavation device has been used which buries a pipe while excavating a horizontal hole underground.
この場合、管を埋設す゛る地盤が礫を含む地層などにあ
っては、掘削装置の先端に1〜リコンビツトを環状に配
設し、これらトリコンビットを公転駆動して地中を細道
することにより、礫地層であってもこれを破砕して掘進
ケることができるようになっている。In this case, if the ground where the pipe is buried is in a stratum containing gravel, one or more recon bits are arranged in a ring at the tip of the excavation rig, and these recon bits are driven to revolve to create a narrow path underground. Even if it is a gravel layer, it can be crushed and excavated.
(発明が解決しようとする問題点)
しかして従来のトリコンビットを用いた掘削装置では、
埋設管の内部に設けられたケーシングの先導管の先端内
部に、該先導管の前方位置の中心方向に軸心が向く複数
の外側のトリコンビットと軸心が外方を向<?!2数の
内側の1−リコンビットが環状に配設されている。(Problems to be solved by the invention) However, in the conventional drilling equipment using a tricone bit,
Inside the tip of the leading pipe of the casing provided inside the buried pipe are a plurality of outer tricone bits whose axes face toward the center of the forward position of the leading pipe, and whose axes face outward. ! Two inner 1-recombinant bits are arranged in a ring.
このような構造であると、外側の1−リコンビツ1〜の
円2「而が内側のトリコンビットの円錐面に対し平行で
ないため、外側のトリコンピッ1〜の先端側と、内側の
1−リ」ンビットのMQF+i側とは同一の礫石の塊り
が接触する可能性が多くなる。こうした場合、先端側の
刃は常時同じ個所で接触しで掘削しているため摩耗が激
しく、基端側の刃がそれ程摩耗していなくても、摩耗の
ための交換回数らひんばんになる。With such a structure, since the outer 1-recon bits 1~ circle 2 is not parallel to the conical surface of the inner tricone bit, the tip side of the outer tricone bit 1~ and the inner 1-recon bit There is a high possibility that the same lump of gravel will come into contact with the MQF+i side of the bit. In such a case, the blade on the distal end constantly contacts and excavates at the same location, resulting in severe wear, and even if the blade on the proximal end is not worn that much, the number of replacements due to wear is increased.
このような問題の対策として、外側の1ヘリコンピツト
を形成づ−る円錐の頂点を先i4管のほず軸心に一致さ
せ、ビットの長さをこれまでと同一、寸なわら先端側を
点でなく面として円錐角度をゆるやかにしたものを案出
したが、これによればj〒べりの問題は解消されても、
ビットの表面積が増加した分だけ掘削抵抗が多くなり、
有効に回らなくなるなど新たな問題が生じた。As a countermeasure to this problem, the apex of the cone that forms the outer helicon pit is aligned with the axis of the tip of the tip i4 tube, and the length of the bit is kept the same as before, but the tip side is made with a point. Instead, we devised a surface with a gentle cone angle, but even though this solved the problem of j〒 bending,
As the surface area of the bit increases, the drilling resistance increases.
New problems arose, including the inability to rotate effectively.
本発明はこれに罵み、片へり防止と回転のスムーズ化を
図った地中掘削装置におけるトリコンピッ1−を提供し
て従来技術のbつ欠点を解消づることを目的として41
されたものである。In view of this, the present invention aims to provide a tricom pit for underground excavation equipment which prevents heeling and smoothes the rotation, thereby eliminating the drawbacks of the prior art.
It is what was done.
〔発明の構成)
(問題点を解決するだめの手段)
上記目的を達成するため本発明においては、埋設管の内
部に挿入されるケーシングの先導管の前方位置の中心方
向に軸心が向く複数のトリコンビットを環状に配設した
地中職削機において、略円錐形状をなりトリコンビット
をその軸線に対し直交する方向で分離して基部大ビット
と先端小ピッ1〜とに2分割し、これら大、小ビットの
Dl′fAの頂点を前記先導管の前方位置の中心と略一
致する形状に形成し、館記入、小ビット間にケーシング
に支持部材を介在させて回転自在に軸支した地中掘削装
置における]・リコンビットを特徴とする。[Structure of the Invention] (Means for Solving the Problems) In order to achieve the above object, the present invention provides a plurality of pipes whose axes are directed toward the center of the front position of the leading pipe of the casing inserted into the inside of the buried pipe. In an underground cutting machine with a tricone bit arranged in a ring, the tricone bit, which has a substantially conical shape, is separated in a direction perpendicular to its axis and divided into two parts: a large base bit and a small tip 1~, The apexes of Dl'fA of these large and small bits were formed in a shape that approximately coincides with the center of the front position of the leading pipe, and a support member was interposed in the casing between the small bits to rotatably support the guide pipe. [In underground excavation equipment]・Reconbit is characterized.
このような構成をとることにより、トリコンビットの回
転時に局部のみの異常摩耗を減少させるとともにトリ=
1ンビットを大ビットと小ビットの2分割により掘削抵
抗の大きいとき同時に回転が止められることが防止され
掘削が順調に行なわれる。By adopting this configuration, it is possible to reduce abnormal wear only in local parts when the tricone bit rotates, and also to reduce the
Dividing the single bit into two parts, a large bit and a small bit, prevents the rotation from stopping at the same time when excavation resistance is large, allowing smooth excavation.
以下、本発明を第1図乃至第6図に示す実施例を参照し
て説明する。The present invention will be described below with reference to embodiments shown in FIGS. 1 to 6.
本発明が適用される中空方式の地中侃削機は、第1図に
その断面を示すように、下孔1に設置されたベース2に
埋設管3を置き、その中に前部に先導管5を配置したケ
ーシング4が複数のローラ6によって埋設管3内を回転
自在に、かつ前後方向に摺動自在に支承されている。As shown in the cross section of FIG. 1, the hollow type underground excavation machine to which the present invention is applied has a buried pipe 3 placed in a base 2 installed in a pilot hole 1, and a buried pipe 3 placed in the base 2 with the front end A casing 4 in which a conduit 5 is disposed is supported by a plurality of rollers 6 so as to be rotatable within the buried pipe 3 and slidable in the front-rear direction.
埋設管3およびケーシング4を掘進さける駆動源は、ギ
ャードモータ7から図示しないチェーンなどを介して推
進ジヤツキ8に動力を伝達され、この推進ジヤツキ8の
作動によって横方向の掘削がなされるようになっている
。The driving source for digging through the buried pipe 3 and the casing 4 is a gear motor 7 that transmits power to a propulsion jack 8 via a chain (not shown), etc., and horizontal excavation is performed by the operation of this propulsion jack 8. There is.
前記埋設管3の前面には先導管5の周囲に設けられた刃
先9があり、またその先導管5内には複数の支持部材1
oの一方の端部が回動自在に取イー1けられ、他方の端
部には外側ビット11がそれぞれ設けられている。There is a cutting edge 9 provided around the leading pipe 5 on the front surface of the buried pipe 3, and a plurality of supporting members 1 are provided in the leading pipe 5.
One end of the o is rotatably mounted, and the other end is provided with an outer bit 11, respectively.
なお、第1図には実際には設けられている内側ビットが
略図のため省略されている。Note that the inner bit that is actually provided in FIG. 1 is omitted because it is a schematic diagram.
そして前記刃先9、外側ビット11および内側ピッ1−
(第1図におい(は図示省略)によって掘削された土砂
等は先導管5よりケーシング4を経て図示しない排出口
から排出されるようになっている。The cutting edge 9, the outer bit 11 and the inner bit 1-
(See FIG. 1 (not shown)) The excavated earth and sand are discharged from a leading pipe 5, through a casing 4, and from an outlet (not shown).
図中12は削進用ホースであり、13は主電力キセップ
タイ曳7コード、14は削進用油圧ホースを示す。In the figure, 12 is a cutting hose, 13 is a main power kissep tie pulling 7 cord, and 14 is a cutting hydraulic hose.
本発明にか)る地中掘削装置のトリコンビット15〕は
、第2図および第3図に示すように、基部大ビット16
と、先端小ビット17と、その間に設りられた支持部材
18と、その3者にまたがる軸19および前記基部大ビ
ット16と先端小ビット17に設けられた軸受20,2
0などにより構成されている。As shown in FIGS. 2 and 3, the tricone bit 15 of the underground excavation equipment according to the present invention has a large base bit 16.
, a small tip bit 17, a support member 18 provided therebetween, a shaft 19 spanning the three, and bearings 20, 2 provided in the large base bit 16 and small tip bit 17.
It is composed of 0, etc.
前記基部大ピッ]〜16および先端小ビット17は、略
円錐形状をなした一体のトリコンビットを、その軸線2
1に対して直交づる方向で分割した形態に形成され、こ
れら基部大ビット16および先端小ビット17の円錐形
状の母線22.22の114点は、前記先導管5の前方
位置の中心○(第4図図示)に略一致する形状に形成さ
れでいる。The large base bit 16 and the small tip 17 are integral tricone bits having a substantially conical shape, with the axis 2
1, and 114 points of the conical generatrix 22.22 of the large base bit 16 and the small tip bit 17 are located at the center of the forward position of the leading pipe 5. It is formed in a shape that substantially matches the shape shown in Figure 4).
そしてこの基部大ビット16、先端小ビット17は、円
錐状本体23.24に刃などの突部25が植込み形成さ
れた円錐形をなしており、前記基部大ビット16と先端
小ごット17との間には前記支持部材18の支持部26
が設けられている。The large base bit 16 and the small tip bit 17 have a conical shape with a protrusion 25 such as a blade embedded in a conical main body 23.24. There is a support portion 26 of the support member 18 between
is provided.
前記支持部26には軸19が固設され、軸19の両端に
はそれぞれ軸受20.20を介し一〇前記基部大ビット
16、および先端小ビット17が回転自在に支承されて
いる。A shaft 19 is fixed to the support portion 26, and the large base bit 16 and small tip bit 17 are rotatably supported at both ends of the shaft 19 via bearings 20 and 20, respectively.
第4図乃至第6図は本発明にか)るトリコンビットを適
用した地中掘削装貿の一実施例を示すもので、第1図と
同一個所には同一符号を用いて示寸ように、埋設管3の
内部に挿通されるケーシング4、ケーシング4の先導管
5の内部に、該先導管5の前方の中心に軸心が向く?!
2数(図示では4個)の外側の本発明のトリコンピッ1
〜15+ 15+・・・と、これら外側のトリコンビッ
ト15.15・・・の各間に位置づる複数(図示では4
個)の内側の1ヘリコンピッ1〜27.27・・・とが
環状に配置されている。Figures 4 to 6 show an embodiment of underground excavation equipment using the tricone bit according to the present invention, and the same parts as in Figure 1 are designated by the same reference numerals and dimensions. , the casing 4 inserted into the buried pipe 3, and the leading pipe 5 of the casing 4, with the axis facing the front center of the leading pipe 5? !
Two (four in the illustration) outer tricon pits 1 of the present invention
~15+ 15+... and a plurality of (4 in the illustration) located between each of these outer tricone bits 15.15...
The inner helicon pits 1 to 27, 27, and so on are arranged in a ring shape.
前記外側の1〜リコンビツト15には前記支持部材18
が設りられ、この支持部材18には、先導管5の内周に
所定間隔を置いて前後に固設された第1 J3よび第2
環状部材28.29のうら、前方の第1環状部材28に
ストッパ部30および押戻し手段31が、また第2環状
部材29に軸受部32がそれぞれ関連して設けられてい
る。The support member 18 is attached to the outer recombinants 1 to 15.
The support member 18 is provided with a first J3 and a second
Behind and in front of the annular members 28 and 29, a stopper portion 30 and a push-back means 31 are provided on the first annular member 28, and a bearing portion 32 is provided on the second annular member 29, respectively.
前記支持部材18は、図示の実施例では支持部26から
約35°傾斜したねじれ部33が形成され、このねじれ
部33の終端からさらに平坦部34が形成されている。In the illustrated embodiment, the support member 18 is formed with a twisted portion 33 inclined at an angle of about 35° from the support portion 26, and a flat portion 34 is further formed from the terminal end of this twisted portion 33.
したがって前記支持部26の而と、平坦部34の面はね
じれ部33の分だけねじれた角度に形成されている。Therefore, the surface of the support portion 26 and the flat portion 34 are formed at an angle that is twisted by the amount of the twisted portion 33.
前記平坦部34の一側面35は、前記ストッパ部3oと
接触ができるようになっており、平坦部34の端部36
は前記軸受部32に係合されるようになっている。One side 35 of the flat part 34 can come into contact with the stopper part 3o, and the end 36 of the flat part 34 can contact the stopper part 3o.
is adapted to be engaged with the bearing portion 32.
前記第1環状部材28には、外周近傍から円周近傍にか
【プて傾斜状態に角形状のガイド孔37が設【ノられ、
このガイド孔37は前記支持部材18の平坦部34を挿
入したとき、幅方向に遊動的に嵌合できるようになって
J3す、その幅方向の一端部はストッパ部30に形成さ
れている。The first annular member 28 is provided with an angled guide hole 37 extending from the vicinity of the outer periphery to the vicinity of the circumference.
When the flat part 34 of the support member 18 is inserted into the guide hole 37, it can be fitted loosely in the width direction J3, and one end in the width direction is formed in the stopper part 30.
また第1環状部月28にはバネやダンパー、その弛これ
に類似の弾性体などの押戻し手段31(第5図示ではバ
ネ)が設けられており、常時前記支持部材18の他側を
押圧するように取イ・]りられている。Further, the first annular portion 28 is provided with a push-back means 31 (a spring in the fifth figure) such as a spring, a damper, or a similar elastic body, which constantly presses the other side of the support member 18. It is taken as such.
前記第2環状部材29には、前記平坦部34の端部36
と二叉部分で係合する軸受部32が設けられている。The second annular member 29 has an end portion 36 of the flat portion 34.
A bearing portion 32 is provided which engages with the forked portion.
この場合、支持部材18の平坦部34の端部36の孔3
8は第2環状部材29の軸受部32においてビン39に
より枢支され、これにより支持部材18はピン39の周
りに揺動可能となっている。In this case, the hole 3 in the end 36 of the flat part 34 of the support member 18
8 is pivotally supported by a pin 39 in a bearing portion 32 of the second annular member 29, so that the support member 18 can swing around the pin 39.
そして平坦部34の他側を前記押戻し手段31が押圧す
ることにより一側面35が前記ストッパ部30に当接し
たとき、外側のトリコンピッ1〜15を形成している3
A部人ビット16a3よび先端小ピッ1−17は回動し
て前記埋設管5の外径よりも外側へ突出しで掘削状態の
位置となる。When the other side of the flat part 34 is pressed by the push-back means 31 and the one side 35 comes into contact with the stopper part 30, the three forming the outer tricon pits 1 to 15
The A section bit 16a3 and the small tip 1-17 are rotated and protrude outward from the outer diameter of the buried pipe 5 to be in the digging state.
なお、第5図において先導管5の外周には刃先9が複数
個突出して設【ノられ、掘削時は突出状態にボルト40
等によりセットされているが、先導管5の後退時などの
場合はボルト40を弛め折りた)むように外周面に近ず
【ノることかできる。図Fil 41はジ」インドフラ
ンジである。In addition, in FIG. 5, a plurality of cutting edges 9 are provided protruding from the outer periphery of the leading pipe 5, and the bolt 40 is in a protruding state during excavation.
However, when the leading pipe 5 is retracted, the bolt 40 can be loosened and folded so that it does not approach the outer circumferential surface. Figure 41 is a di-India flange.
つぎに作用を説明する。Next, the effect will be explained.
まず掘削を開始りる1iFrに本発1す1にか)る外側
の1−リコンビット15を埋設管3の外径よりも突出し
た状態、すなわJ5支持部材18の一側面35をストッ
パ部30に当接させておき、ケーシング4を図示しない
駆動装置により例えば右回転させると、先導管5が一体
に回転して、これど共に外側、内側のトリコンピッ1〜
15.27が公転する。これらトリコンビット15.2
7の公転により地中の礫を破砕し、破砕された礫はケー
シング4内に取込まれ、図示しない螺旋翼により後方へ
運びこまれて地上に排出される。First, at 1iFr when excavation is started, the outer 1-recombiner bit 15 is placed in a state where it protrudes beyond the outer diameter of the buried pipe 3, that is, one side 35 of the J5 support member 18 is placed at the stopper section. 30, and when the casing 4 is rotated, for example, clockwise by a drive device (not shown), the leading pipe 5 rotates together, and both the outer and inner tricon pits 1 to 30 are rotated.
15.27 revolves. These tricone bits 15.2
7 crushes underground gravel, and the crushed gravel is taken into the casing 4, carried rearward by a spiral wing (not shown), and discharged to the ground.
礫に接りる外側、内側のトリコンビット15゜27はそ
れぞれ支持部18、および図示しない支持部との間の軸
の中心を自転し、特に外側のトリコンピッ1〜15にお
いては、基部大ビット16と先端小ビット17とは別々
に独立して自転を行ない、抵抗の大きい場合は遅く抵抗
の少ない場合は♀く、かつ先端部分ら礫とは点接触−C
なく点接触の状態を保ちつ)礫破砕を行なう。The outer and inner tricone bits 15°27 in contact with the gravel rotate about the support part 18 and the center of the axis between them and a support part (not shown), and especially in the outer tricone bits 1 to 15, the base large bit 16 The small tip bit 17 rotates separately and independently, and when the resistance is large, it is slow and when the resistance is small, it is ♀, and the tip part makes point contact with the gravel -C
Crush the gravel while maintaining point contact.
この場合、外側のトリコンビット15は、正回転(例え
ば右回転)では土圧により埋設管5よりも外側へ突出す
る方向に加圧され、逆回転(例えば左回転)では土圧に
より埋設管3内に縮径する方向に加圧される。だして土
圧がなくなった場合は押戻し手段31により支持部材1
8が押圧され掘削体勢への早朋傷帰が可能となる。In this case, the outer tricone bit 15 is pressurized by earth pressure in the direction of protruding outward from the buried pipe 5 when rotated forward (for example, clockwise), and when rotated in reverse (for example, left) Pressure is applied in the direction of inward diameter reduction. When the earth pressure disappears, the support member 1 is pushed back by the push-back means 31.
8 is pressed and it becomes possible to quickly return to the digging position.
したがって外側のトリコンビット15が摩耗などにより
交換りる場合、先導管5を後退さけ、埋設管3の後端に
至ったとき、支持部材18が結合されている軸受部32
からピン39を外した上、第1環状部材28のガイド孔
37から引抜けばよい。そして新しい1〜リコンビツト
15または修理済のトリコンビット15を装着するには
この逆を行えばよい。Therefore, when the outer tricone bit 15 is replaced due to wear or the like, the leading pipe 5 is moved backward, and when it reaches the rear end of the buried pipe 3, the bearing part 32 to which the support member 18 is connected is
After removing the pin 39 from the guide hole 37 of the first annular member 28, the first annular member 28 can be pulled out. In order to install a new 1-recombiner bit 15 or a repaired tricone bit 15, this procedure can be reversed.
なお、実施例では支持部材にねじれ部を有りるものにつ
いて、ねじれ角が35°の場合を説明したが、ねじれ部
は必須のものでなく、またある場合も必ずしb35°に
限定されるしの=(・ない。In addition, in the example, the case where the twist angle is 35° was explained for the support member having a twisted part, but the twisted part is not essential, and even if there is a twisted part, it is necessarily limited to b35°. =(・No.
(発明の効果)
本発明は以上説明したように、埋設管の内部に+11;
入されるケーシングの先導管の前方位置の中心方向に軸
心が向く複数のトリコンビットを環状に配設した地中掘
削機において、略円錐形状をなづトリコンビットをその
軸線に対し直交する方向で分離して基部大ビットと先端
小ビットとに2分v1し、これら人、小ビットの母線の
頂点を前記先導管の前方位置の中心と略一致する形状に
形成し、面記人、小ビット間にケーシングに支持りるた
めの支持部材を介在させて回転自在に軸支したから、先
端小ビットも円Slu Il′J点の刃先のみが礫に接
触して異状摩耗するような従来の不具合がなくなり、F
I Kit面全体の突起で礫に接触するため局部摩耗が
なくなる。また円錐面全体の突起で接触するために起る
有効回転不能の不具合に対しては、本発明ではトリコン
ビットを基部大ビットと先端小ビットの2つに分割した
ため、両ビットは互いに独立して回転することが可能と
なる。これにより、1〜リコンビツトの刃の摩耗は少な
くなり、掘削効率などを高めることができる。(Effects of the Invention) As explained above, the present invention provides +11 inside the buried pipe;
In an underground excavator in which a plurality of tricone bits are arranged in a ring with the axis facing toward the center of the front position of the leading pipe of the casing to be inserted, the tricone bit, which has a substantially conical shape, is arranged in a direction perpendicular to the axis of the tricone bit. Separate it into a large base bit and a small tip bit, and form the apex of the generatrix of these small bits into a shape that approximately coincides with the center of the front position of the leading pipe. Since the bits are rotatably supported by interposing a supporting member to support the casing between the bits, even the small tip bit is different from the conventional one in which only the cutting edge at the circle Slu Il'J comes into contact with gravel and wears abnormally. The problem is gone and F
The protrusions on the entire surface of the I Kit come into contact with gravel, eliminating local wear. In addition, to solve the problem of not being able to rotate effectively due to contact with the protrusions on the entire conical surface, in the present invention, the tricone bit is divided into two parts, a large base bit and a small tip bit, so both bits can be used independently of each other. It becomes possible to rotate. As a result, wear of the blades of the recombiners 1 to 1 is reduced, and excavation efficiency can be improved.
第1図は本発明が適用される地中掘削機の概要を示す側
面図、第2図は本発明にかするトリコンビットの実施例
の正面図、第3図は第2図の側面図、第4図は本体のト
リコンビットが適用された地中掘削装’?lの正面図、
第5図は第41¥1の側面図、第6図は本発明のトリコ
ンビットと支持部材との関係を示4一実施例の斜視図で
ある。
3・・・埋設管、4・・・ケーシング、5・・・先導管
、15・・・トリコンピッ1〜.16・・・基部大ビッ
ト、17・・・先端小ビット、18・・・支持部材、1
つ・・・軸、20・・・軸受、21・・・軸線、22・
・・母線、○・・・先導管中心。
出願人代理人 佐 藤 −雄
第4図FIG. 1 is a side view showing an outline of an underground excavator to which the present invention is applied, FIG. 2 is a front view of an embodiment of the tricone bit according to the present invention, and FIG. 3 is a side view of FIG. Figure 4 shows the underground excavation equipment to which the tricone bit is applied. front view of l,
FIG. 5 is a side view of the 41st embodiment, and FIG. 6 is a perspective view of the 41st embodiment showing the relationship between the tricone bit and the support member of the present invention. 3... Buried pipe, 4... Casing, 5... Leading pipe, 15... Tricompit 1~. 16... Base large bit, 17... Tip small bit, 18... Support member, 1
One...shaft, 20...bearing, 21...axis line, 22...
...Bus bar, ○...center of leading pipe. Applicant's agent Mr. Sato Figure 4
Claims (1)
置の中心方向に軸心が向く複数のトリコンビットを環状
に配設した地中掘削機において、略円錐形状をなすトリ
コンビットをその軸線に対し直交する方向で分離して基
部大ビットと先端小ビットとに2分割し、これら大、小
ビットの母線の頂点を前記先導管の前方位置の中心と略
一致する形状に形成し、前記大、小ビットの間にケーシ
ングに支持するための支持部材を介在させて回転自在に
軸支したことを特徴とする地中掘削装置におけるトリコ
ンビット。In an underground excavator that has a plurality of tricone bits arranged in a ring with the axis facing toward the center of the forward position of the leading pipe of the casing that is inserted into the inside of the buried pipe, a tricone bit having a substantially conical shape is aligned with the axis of the tricone bit. The guide tube is separated in a direction orthogonal to the guide pipe and divided into two parts, a large base bit and a small tip bit, and the apexes of the generatrix of these large and small bits are formed into a shape that approximately coincides with the center of the front position of the leading pipe. A tricone bit for an underground excavation equipment, characterized in that the small bit is rotatably supported with a support member interposed between the small bits to support the casing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18446886A JPH079148B2 (en) | 1986-08-06 | 1986-08-06 | Tricombit in Underground Drilling Rig |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18446886A JPH079148B2 (en) | 1986-08-06 | 1986-08-06 | Tricombit in Underground Drilling Rig |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6340097A true JPS6340097A (en) | 1988-02-20 |
JPH079148B2 JPH079148B2 (en) | 1995-02-01 |
Family
ID=16153682
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18446886A Expired - Fee Related JPH079148B2 (en) | 1986-08-06 | 1986-08-06 | Tricombit in Underground Drilling Rig |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH079148B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7059168B2 (en) | 2002-10-01 | 2006-06-13 | Olympus Corporation | Ultrasound phantom |
CN113700478A (en) * | 2021-09-23 | 2021-11-26 | 陕西竹园嘉原矿业有限公司 | Tunneling device for mining machinery |
-
1986
- 1986-08-06 JP JP18446886A patent/JPH079148B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7059168B2 (en) | 2002-10-01 | 2006-06-13 | Olympus Corporation | Ultrasound phantom |
CN113700478A (en) * | 2021-09-23 | 2021-11-26 | 陕西竹园嘉原矿业有限公司 | Tunneling device for mining machinery |
CN113700478B (en) * | 2021-09-23 | 2023-09-01 | 陕西竹园嘉原矿业有限公司 | Tunneling device for mining machinery |
Also Published As
Publication number | Publication date |
---|---|
JPH079148B2 (en) | 1995-02-01 |
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