JPH0338319Y2 - - Google Patents

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Publication number
JPH0338319Y2
JPH0338319Y2 JP1985147285U JP14728585U JPH0338319Y2 JP H0338319 Y2 JPH0338319 Y2 JP H0338319Y2 JP 1985147285 U JP1985147285 U JP 1985147285U JP 14728585 U JP14728585 U JP 14728585U JP H0338319 Y2 JPH0338319 Y2 JP H0338319Y2
Authority
JP
Japan
Prior art keywords
gravel
crushing
eccentric
cylindrical body
cylinder
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
Application number
JP1985147285U
Other languages
Japanese (ja)
Other versions
JPS6255693U (en
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 filed Critical
Priority to JP1985147285U priority Critical patent/JPH0338319Y2/ja
Publication of JPS6255693U publication Critical patent/JPS6255693U/ja
Application granted granted Critical
Publication of JPH0338319Y2 publication Critical patent/JPH0338319Y2/ja
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Crushing And Grinding (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は礫破砕装置にかゝり、特に回転による
排土手段を有する掘削装置における礫破砕装置に
関する。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a gravel crushing device, and more particularly to a gravel crushing device for an excavation rig having a rotary earth removal means.

〔従来技術とその問題点〕[Prior art and its problems]

従来、スクリユー方式を用いた管埋設装置やシ
ールド方式の掘削機のように回転による排土手段
を有する掘削装置においては、掘削時に土砂と共
に取込まれる礫を破砕する礫破砕装置を備えたも
のがある。
Conventionally, excavation equipment that uses rotary earth removal means, such as screw-type pipe burying equipment and shield-type excavators, is equipped with a gravel crusher that crushes the gravel that is taken in with the earth and sand during excavation. be.

従来の礫破砕装置は、第5図に略示するよう
に、円筒形の刃口管または先導管等の先端管部材
1内にその軸心の中心軸2に偏心破砕部材3が固
着され、この偏心破砕部材3の外周面に突設され
たビツト4,4…と先端管部材1の内周面との間
で礫5を破砕するようになされている。
In a conventional gravel crushing device, as schematically shown in FIG. 5, an eccentric crushing member 3 is fixed to a central axis 2 of a tip tube member 1 such as a cylindrical cutting edge tube or a leading tube. The gravel 5 is crushed between the bits 4, 4, .

しかしてこの装置によると、偏心して回彫転す
る偏心破砕部材3が矢印方向に偏心回転する際
に、先端管部材1の内周面と偏心破砕部材3の外
周面との間隙が次第に狭まることにより礫5をす
り潰すようにして破砕する。そのため偏心破砕部
材3と礫5との間、先端管部材1の内周面と礫5
との間でそれぞれ摩擦が起り、その結果これらの
摩擦力に打勝つて偏心破砕部材3を回転させなけ
ればばならないので、必要とするトルクが大き
く、偏心破砕部材3に回転を与えるめの駆動機構
に大容量を必要とすることになり、破砕効率が低
いとともに偏心破砕部材3に設けられるビツト4
の摩耗が早く、片減りしやすいなどの欠点があつ
た。
However, according to the lever device, when the eccentric crushing member 3 rotates eccentrically in the direction of the arrow, the gap between the inner peripheral surface of the tip tube member 1 and the outer peripheral surface of the eccentric crushing member 3 gradually narrows. The gravel 5 is ground and crushed. Therefore, between the eccentric crushing member 3 and the gravel 5, the inner peripheral surface of the tip tube member 1 and the gravel 5
As a result, it is necessary to overcome these frictional forces and rotate the eccentric crushing member 3. Therefore, the required torque is large, and a drive mechanism to rotate the eccentric crushing member 3 is required. Therefore, the crushing efficiency is low and the bit 4 provided in the eccentric crushing member 3 is
It had disadvantages such as rapid wear and easy wear and tear.

〔考案の目的〕[Purpose of invention]

本考案は上記従来技術の欠点を除去することを
目的としてなされたもので、礫破砕時に対する摩
擦の発生をなくし、礫破砕に要するトルクを軽減
することができるとともにビツトの摩耗を低減し
て高効率の礫破砕ができる礫破砕装置を提供する
にある。
The present invention was developed with the aim of eliminating the drawbacks of the above-mentioned conventional technology.It eliminates the occurrence of friction during gravel crushing, reduces the torque required for gravel crushing, and reduces bit wear. An object of the present invention is to provide a gravel crushing device capable of efficiently crushing gravel.

〔考案の概要〕[Summary of the idea]

上記目的を達成するため、本考案による礫破砕
装置は、回転による排土手段を有する掘削装置に
おいて、掘削装置の先端管部材内の中心に回転駆
動自在に配設される中心軸にその軸心に対し偏心
して偏心円筒体を固着し、この偏心円筒体の外周
に礫破砕円筒体を回転可能に外装支持した構成を
特微とするものである。
In order to achieve the above object, the gravel crushing device according to the present invention is an excavating device having a rotary earth removal means, and the center axis of the gravel crushing device is located at the center of the tip tube member of the excavating device so as to be freely rotatable. The structure is characterized in that an eccentric cylindrical body is fixed eccentrically to the crushing cylinder, and a gravel crushing cylindrical body is rotatably supported on the outer periphery of the eccentric cylindrical body.

〔考案の実施例〕[Example of idea]

以下、本考案の実施例を第1図乃至第4図によ
り第5図と共通する部材には同一符号を用いて説
明する。
Embodiments of the present invention will be described below with reference to FIGS. 1 to 4, using the same reference numerals for parts common to those in FIG. 5.

図示の実施例は、スクリユー6により土砂を後
方に運搬して排土しつゝ地中に横孔を掘削し、管
の埋設を行なう掘削装置に本発明を適用した場合
を示すもので、図において7はケーシング8の先
端に設けられた先導管を示し、この先導管7の先
端に刃口管9がシール部材10を介して所定角度
揺動可能に接続され、この接続端部間には刃口管
9の方向を修正するための方式修正シリンダ1
1,11が接続されている。
The illustrated embodiment shows a case in which the present invention is applied to an excavation device that transports earth and sand backward by a screw 6 and discharges the earth, excavates a horizontal hole in the ground, and buries a pipe. 7 indicates a leading tube provided at the tip of the casing 8. A cutting edge tube 9 is connected to the tip of the leading tube 7 via a sealing member 10 so as to be able to swing at a predetermined angle, and a cutting edge is connected between the connecting ends. Method correction cylinder 1 for correcting the direction of the mouth pipe 9
1 and 11 are connected.

中心軸としてのスクリユー軸2の先端には、刃
口管9の前端によりやや突出した位置に掘削ヘツ
ド12が固定されている。この掘削ヘツド12
は、第2図に正面を示すように、スクリユー軸2
に固着される基部13に複数本(図では3本)の
アーム14,14,14が放射方向に突設され、
これらアーム14,14,14の先端にリング1
5が固着され、前記基部13,アーム14,1
4,14、リング15の各外面にはビツト16が
突設されている。また1つのアーム14の内側に
は、アーム14,14…間から入り込む土砂や礫
を後方へ搬送する羽根17が設けられている。
An excavation head 12 is fixed to the tip of the screw shaft 2 serving as a central shaft at a position slightly protruding from the front end of the cutting edge tube 9. This drilling head 12
is the screw shaft 2, as shown from the front in Figure 2.
A plurality of (three in the figure) arms 14, 14, 14 are provided protruding in the radial direction from a base 13 fixed to the base 13,
A ring 1 is attached to the tips of these arms 14, 14, 14.
5 is fixed to the base 13, arms 14, 1
Bits 16 are provided on the outer surfaces of each of the rings 4, 14, and ring 15 in a protruding manner. Moreover, a blade 17 is provided inside one arm 14 to transport earth, sand, and gravel that enter between the arms 14, 14 to the rear.

前記掘削ヘツド12より内方のスクリユー軸2
には、該スクリユー軸2の軸心に対し偏心する偏
心円筒体18が固着され、この偏心円筒体18の
外周にはたいこ形外周面を有する礫破砕円筒体1
9が軸受20,20を介して回転自在に外嵌さ
れ、この円筒体19の外周面には多数のビツト2
1,21…が突設されている。なお、22,22
は偏心円筒体18の両端に固着され、軸受20,
20および礫破砕円筒体19を支持する押え板で
ある。またこの押え板22,22には、軸受2
0,20内へ土砂が入り込まないようにするため
偏心円筒体18との間にシール材24,24が設
けられている。
Screw shaft 2 inward from the excavation head 12
An eccentric cylindrical body 18 eccentric to the axis of the screw shaft 2 is fixed to the cylindrical body 18, and a gravel crushing cylindrical body 1 having a hoop-shaped outer peripheral surface is attached to the outer periphery of the eccentric cylindrical body 18.
9 is rotatably fitted on the outside via bearings 20, 20, and a large number of bits 2 are mounted on the outer peripheral surface of this cylindrical body 19.
1, 21... are provided protrudingly. In addition, 22, 22
are fixed to both ends of the eccentric cylindrical body 18, and the bearings 20,
20 and a presser plate that supports the gravel crushing cylindrical body 19. Further, the holding plates 22, 22 have bearings 2
Sealing materials 24, 24 are provided between the eccentric cylindrical body 18 and the eccentric cylindrical body 18 in order to prevent earth and sand from entering the interior of the cylinders 0, 20.

上記礫破砕円筒体19の外周面の後半部に対向
する刃口管9の後部内周面9Aは、後方になるに
つれて礫破砕円筒体19の外周面と刃口管9の内
周面との間隙が次第に狭まるように傾斜するテー
パ状とされ、その後端の最小径部分がケーシング
8の内径にほゞ一致されている。
The rear inner circumferential surface 9A of the cutting edge tube 9, which faces the rear half of the outer circumferential surface of the gravel crushing cylinder 19, is such that the outer circumferential surface of the gravel crushing cylinder 19 and the inner circumferential surface of the cutting edge tube 9 become closer toward the rear. It has a tapered shape so that the gap gradually narrows, and the minimum diameter portion at the rear end approximately matches the inner diameter of the casing 8.

スクリユー軸2上に螺旋状の巻装されるスクリ
ユー羽根23の先端部23Aは、前記偏心円筒体
18の短径側に位置して礫破砕円筒体19と刃口
管9の後部内周面間に入り込むように延長され、
上記短径側の広い間隙内に位置する礫5をケーシ
ング8内へ移行させるようになつている。
The tip 23A of the screw blade 23 wound spirally on the screw shaft 2 is located on the short diameter side of the eccentric cylinder 18, and is located between the gravel crushing cylinder 19 and the rear inner circumferential surface of the cutting edge tube 9. extended to fit into the
The gravel 5 located within the wide gap on the short diameter side is moved into the casing 8.

なお、上記円筒体19の外周面のビツト21,
21…は肉盛溶接等により硬化肉盛部としてもよ
く、またこのビツト21,21…あるいはこの硬
化肉盛部を螺旋状に配設して礫を後方へ搬送させ
る作用を持つ構造とすることもできる。
Note that the bits 21 on the outer peripheral surface of the cylindrical body 19,
21... may be made into a hard build-up part by build-up welding, etc., and the bits 21, 21... or this hard build-up part may be arranged in a spiral shape to have a structure that has the effect of transporting gravel backwards. You can also do it.

つぎに上記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.

地中を掘削する際し、スクリユー軸2を第4図
において矢印方向に回転駆動すると、スクリユー
軸2の先端の掘削ヘツド12および偏心円筒体1
8が共に回転する。
When excavating underground, when the screw shaft 2 is rotated in the direction of the arrow in FIG. 4, the excavation head 12 at the tip of the screw shaft 2 and the eccentric cylinder 1
8 rotate together.

掘削ヘツド12のビツト16により地盤を掘削
し、掘削された土砂はアーム14,14,14の
間から刃口管9内に進入し、羽根17によりすく
い上げられて礫破砕円筒体19の外周方向へ送ら
れる。掘削された土砂に含まれる礫5は、土砂と
ともに礫破砕円筒体19の外周面と刃口管9の内
周面との間の間隔が広い部分に入り込む。ついで
スクリユー軸2と体に回転する偏心円筒体19の
長径側が礫5側に回転するにつれ、礫破砕円筒体
19は礫5に対し回ることなく偏心円筒体18上
で回転し、偏心円筒体18が長径側に移行するに
したがつて礫破砕円筒体19の外周面で礫5を刃
口管9の内周面に押しつけ、この押しつけ力によ
り礫5を破砕に導く。
The ground is excavated by the bit 16 of the excavation head 12, and the excavated earth and sand enters the cutting pipe 9 from between the arms 14, 14, 14, is scooped up by the blades 17, and is directed toward the outer circumference of the gravel crushing cylinder 19. Sent. The gravel 5 contained in the excavated earth and sand enters the part where the distance between the outer peripheral surface of the gravel crushing cylinder 19 and the inner peripheral surface of the cutting pipe 9 is wide. Next, as the long diameter side of the eccentric cylinder 19 rotating relative to the screw shaft 2 rotates toward the gravel 5 side, the gravel crushing cylinder 19 rotates on the eccentric cylinder 18 without rotating relative to the gravel 5, and the eccentric cylinder 18 As it moves toward the longer diameter side, the outer peripheral surface of the gravel crushing cylindrical body 19 presses the gravel 5 against the inner peripheral surface of the cutting edge tube 9, and this pressing force leads the gravel 5 to crush.

したがつて礫破砕円筒体19と礫5との間、お
よび礫5と刃口管9との間にはいずれもこすれに
よる摩擦が生じることなく、摩擦による損失がな
い。
Therefore, no friction occurs between the gravel crushing cylindrical body 19 and the gravel 5, and between the gravel 5 and the cutting edge tube 9, and there is no loss due to friction.

〔考案の効果〕[Effect of idea]

以上説明したように、本考案による礫破砕装置
は回転による排土手段を有する掘削装置におい
て、掘削装置の先端管部材内の中心に回転駆動自
在に配設される中心軸にその軸心に対し偏心して
偏心円筒体を固着し、この偏心円筒体の外周に礫
破砕円筒体を回転可能に外装支持した構成とした
ので、礫破砕時に礫破砕円筒体のビツトが礫と接
触して摩擦力が生じたとき礫破砕円筒体が中心軸
上の偏心円筒体外周を中心軸の回転方向とは逆方
向を回転することにより摩擦力を解消し、押しつ
ぶしによつて礫を破砕することができ、これによ
り礫破砕円筒体の局部的な摩耗をなくすことがで
きるとともに中心軸の回転に要するトルクが小さ
くてすむ。また偏心円筒体と礫破砕円筒体とが相
対的に回転可能であり、両者の位置関係が固定さ
れないので、礫破砕円筒体のビツトが平均して摩
耗することになり、その耐用寿命を大巾に延長す
ることができる。
As explained above, the gravel crushing device according to the present invention is used in an excavation device having a rotational earth removal means, and is provided with a central shaft that is rotatably disposed at the center of the tip tube member of the excavation device. Since the eccentric cylindrical body is fixed eccentrically and the gravel crushing cylinder is rotatably supported on the outer periphery of the eccentric cylinder, the bits of the gravel crushing cylinder come into contact with the gravel during gravel crushing, and frictional force is generated. When this occurs, the gravel crushing cylinder rotates the outer periphery of the eccentric cylinder on the central axis in a direction opposite to the direction of rotation of the central axis, thereby eliminating the frictional force and crushing the gravel by crushing. This makes it possible to eliminate local wear of the gravel crushing cylindrical body and to reduce the torque required to rotate the central shaft. Furthermore, since the eccentric cylinder and the gravel crushing cylinder can rotate relative to each other, and the positional relationship between the two is not fixed, the bits of the gravel crushing cylinder will wear out on average, greatly reducing its useful life. can be extended to

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

第1図本考案をスクリユー式掘削装置に用した場
合の一実施例を示す要部の断面図、第2図は同正
面図、第3図は第第1図−線断面図、第4図
は同作用説明図、第5図は従来技術の作用説明図
である。 1……先端管部材、2……中心軸、(スクリユ
ー軸)、5……礫、6……スクリユー、7……先
導管、8……ケーシング、9……刃口管、11…
…方向修正シンダ、12……掘削ヘツド、13…
…基部、14……アーム、15……リング、17
…羽根、18……偏心円筒体、19……礫破砕円
筒体、23……スクリユー羽根、23A……先端
部。
Fig. 1 is a sectional view of the main parts showing an embodiment of the present invention applied to a screw-type excavation device, Fig. 2 is a front view of the same, Fig. 3 is a sectional view taken along the line of Fig. 1, and Fig. 4 is an explanatory diagram of the same operation, and FIG. 5 is an explanatory diagram of the operation of the prior art. DESCRIPTION OF SYMBOLS 1... Tip tube member, 2... Center shaft, (screw shaft), 5... Gravel, 6... Screw, 7... Leading pipe, 8... Casing, 9... Edge tube, 11...
...Direction correction cinder, 12...Drilling head, 13...
...Base, 14...Arm, 15...Ring, 17
...Blade, 18...Eccentric cylindrical body, 19...Gravel crushing cylindrical body, 23...Screw blade, 23A...Tip portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 回転による排土手段を有する掘削装置におい
て、掘削装置の先端管部材内の中心に回転駆動自
在に配設される中心軸にその軸心に対し偏心して
偏心円筒体を固着し、この偏心円筒体の外周に周
面にビツトを有する礫破砕円筒体を回転可能に外
嵌支持してなる礫破砕装置。
In an excavation device having earth removal means by rotation, an eccentric cylindrical body is fixed to a central shaft that is rotatably disposed at the center of a tip pipe member of the excavation device, eccentric to the axis, and this eccentric cylindrical body A gravel crushing device comprising a gravel crushing cylinder rotatably fitted and supported on the outer periphery of the gravel crushing cylinder having a bit on the circumferential surface.
JP1985147285U 1985-09-26 1985-09-26 Expired JPH0338319Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985147285U JPH0338319Y2 (en) 1985-09-26 1985-09-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985147285U JPH0338319Y2 (en) 1985-09-26 1985-09-26

Publications (2)

Publication Number Publication Date
JPS6255693U JPS6255693U (en) 1987-04-07
JPH0338319Y2 true JPH0338319Y2 (en) 1991-08-13

Family

ID=31060509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985147285U Expired JPH0338319Y2 (en) 1985-09-26 1985-09-26

Country Status (1)

Country Link
JP (1) JPH0338319Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100829075B1 (en) * 2002-06-29 2008-05-16 주식회사 케이티 Tunneling machine of having an eccentricity crusher
KR101029641B1 (en) 2003-11-20 2011-04-15 주식회사 케이티 Tunneling machine
JP6121248B2 (en) * 2013-06-05 2017-04-26 株式会社テノックス九州 Drilling and stirring device with co-rotation prevention wing

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS603599A (en) * 1983-06-21 1985-01-09 株式会社東芝 Storage rack for used fuel
JPS6037400A (en) * 1983-08-10 1985-02-26 三和機材株式会社 Horizontal auger for pebble ground

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS603599A (en) * 1983-06-21 1985-01-09 株式会社東芝 Storage rack for used fuel
JPS6037400A (en) * 1983-08-10 1985-02-26 三和機材株式会社 Horizontal auger for pebble ground

Also Published As

Publication number Publication date
JPS6255693U (en) 1987-04-07

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