JPS64476Y2 - - Google Patents

Info

Publication number
JPS64476Y2
JPS64476Y2 JP10041983U JP10041983U JPS64476Y2 JP S64476 Y2 JPS64476 Y2 JP S64476Y2 JP 10041983 U JP10041983 U JP 10041983U JP 10041983 U JP10041983 U JP 10041983U JP S64476 Y2 JPS64476 Y2 JP S64476Y2
Authority
JP
Japan
Prior art keywords
excavation
excavation head
head
hollow
annular support
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
JP10041983U
Other languages
Japanese (ja)
Other versions
JPS608794U (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 JP10041983U priority Critical patent/JPS608794U/en
Publication of JPS608794U publication Critical patent/JPS608794U/en
Application granted granted Critical
Publication of JPS64476Y2 publication Critical patent/JPS64476Y2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 本考案は掘削機に関する。[Detailed explanation of the idea] The present invention relates to an excavator.

従来、掘削機の掘削ヘツドは1種類の掘削ヘツ
ドしか設けられておらず、土質が一様でない場合
(例えば軟岩、中硬岩、硬岩のように変化する場
合)、土質ごとに掘削ヘツド若しくは掘削機その
ものを変えなければならず、従つて非経済的であ
ると共に掘削効率が低下するという欠点があつ
た。
Conventionally, excavators are equipped with only one type of excavation head, and when the soil quality is not uniform (for example, when the soil changes from soft rock to medium-hard rock to hard rock), a different excavation head or excavation head is installed for each soil type. This method has disadvantages in that the excavator itself has to be changed, which is uneconomical and reduces excavation efficiency.

そこで、本考案は上記欠点を解消し得る掘削機
を提供することを目的とする。
Therefore, an object of the present invention is to provide an excavator that can eliminate the above-mentioned drawbacks.

即ち、本考案は環状支持体の一端部に第1軸受
を介して中空回転軸の一端部を支持すると共に該
中空回転軸の他端部に第1掘削ヘツドを取付け、
該第1掘削ヘツドに、第2掘削ヘツドをその回転
軸心方向で移動可能に係合保持させ、上記環状支
持体に上記中空回転軸を回転させる回転駆動装置
を設け、上記中空回転軸内に第2軸受を介して削
岩機をその軸心方向で移動可能に支持し、上記環
状支持体の他端部と削岩機との間にシリンダー装
置を介在させると共に該シリンダー装置の伸縮に
より、第1掘削ヘツドの中央に形成された貫通穴
から削岩機のチゼルを外方に向つて出退させるよ
うにしたことを特徴とする堀削機で、かかる構成
によると第1掘削ヘツドと第2掘削ヘツドとを別
個に使用できるので、それぞれの掘削ヘツドに異
なる堀削ビツトを取付ければ、掘削地山の土質が
変化しても直ちに対処でき、また土質が掘削ビツ
トでも掘削し得ない硬岩である場合は、削岩機の
チゼルにより堀削を行なうことができ、従つて従
来のような掘削ヘツド若しくは堀削機の取替えを
必要としないので経済的であり且つ掘削効率が低
下することはない。
That is, the present invention supports one end of a hollow rotary shaft through a first bearing at one end of an annular support, and attaches a first excavation head to the other end of the hollow rotary shaft.
A second excavation head is engaged and held in the first excavation head so as to be movable in the direction of its rotation axis, and a rotation drive device for rotating the hollow rotation shaft is provided on the annular support, and a rotary drive device is provided in the hollow rotation shaft. A rock drilling machine is supported movably in its axial direction via a second bearing, a cylinder device is interposed between the other end of the annular support body and the rock drilling machine, and the cylinder device expands and contracts, A drilling machine characterized in that the chisel of the rock drill is moved outwardly from a through hole formed in the center of the first drilling head. Since two excavation heads can be used separately, by attaching a different excavation bit to each excavation head, it is possible to immediately deal with changes in the soil quality of the excavated ground. If it is a rock, it can be excavated using the chisel of a rock drill, and therefore there is no need to replace the excavation head or excavation machine as in the past, which is economical and reduces the excavation efficiency. There isn't.

以下、本考案の一実施例を図面に基づき説明す
る。第1図〜第3図において、1は環状支持体2
の一端部に第1軸受3を介してその一端部が支持
された中空回転軸で、その他端部には四方にアー
ム部4aを有する十字形状の第1掘削ヘツド4が
キー5を介して固定されている。6は第1掘削ヘ
ツド4の各アーム4a,4a間の凹部4bに且つ
回転軸心方向で前後移動自在に係合保持された第
2掘削ヘツドである。即ち、第2掘削ヘツド6の
後端環状部6aは中空回転軸1に外嵌されると共
に前端ヘツド部6bは1/4円状に4分割されてい
る。また、上記第1掘削ヘツド4の中心部には、
中空回転軸1内と連通する貫通穴7が形成されて
いる。そして、更に上記第1掘削ヘツド4には、
第1掘削ビツト(例えばローラビツト)8が、ま
た第2掘削ヘツド6には、第1掘削ビツト8とは
異なる第2掘削ビツト(例えば通常のカツタビツ
ト)9がそれぞれ設けられている。10は中空回
転軸1を介して上記第1及び第2掘削ヘツド4,
6を回転させる回転駆動装置で、環状支持体2に
取付けられている。即ち、中空回転軸1が連結さ
れた第1軸受3の外輪の外周にはリングギヤ11
が取付けられると共に、このリングギヤ11には
回転駆動装置10の出力軸10aに取付けられた
ピニオン12が噛合わされている。13は中空回
転軸1の中間部外周に且つ中空回転軸1の回転を
許すように前後一対の第3軸受14を介して保持
された筒体で、その後端部は左右一対の連結アー
ム15を介して環状支持体2に連結されている。
16は上記第2掘削ヘツド6を回転軸心に沿つて
前後移動させる第1シリンダー装置で、その基端
部は上記筒体13の外周後部に支持されると共
に、そのロツド16a先端には第2掘削ヘツド6
の後端環状部6a外周に形成された環状溝17内
を転動可能な回転コマ18が取付けられている。
なお、19は軸受である。また、上記回転コマ1
8及び第1シリンダー装置16は、例えば180゜対
称位置で2個設けられている。20は第2軸受2
1を介して上記中空回転軸1内にその軸心回りで
回転可能に即ち中空回転軸1の回転を許すように
且つその軸心方向で移動可能に支持された削岩機
で、その先端のチゼル20aは中空回転軸1の先
端中空部及び第1掘削ヘツド4の貫通穴7内に位
置するようにされている。そして、この削岩機2
0は、第2シリンダー装置22により、中空回転
軸1の軸心方向で前後移動されて、第1図矢印A
で示すように、そのチゼル20aが第1掘削ヘツ
ド4前面より出退するようにされている。即ち、
削岩機本体20b後端部がピン23を介して支持
板24に連結されると共に、この支持板24は複
数個の第2シリンダー装置22を介して環状支持
体2の他端部に連結されている。なお、25は貫
通穴7とチゼル20aとの間に介装されたシール
材、26は削岩機20の動力供給用ホースであ
る。27は環状支持体2を介して上記第1及び第
2掘削ヘツド4,6及び中空回転軸1を鉛直面内
で揺動可能に支持する支持台で、またこの支持台
27と環状支持体2との間には左右一対の第3シ
リンダー装置28が介在されて、第1及び第2掘
削ヘツド4,6は矢印B方向で揺動される。即
ち、環状支持体2の両側には水平支持ピン29が
突設されると共に、この水平支持ピン29は支持
台27上面に立設された左右一対の第1ブラケツ
ト30に揺動自在に支持され、更に各第3シリン
ダー装置28の一端部は支持台27から後方にそ
れぞれ突設された第2ブラケツト31に連結され
ると共に他端部は環状支持体2からやはり後方に
それぞれ突設された第3ブラケツト32に連結さ
れている。そして、また上記支持台27の下面に
は旋回軸受33が取付けられて掘削機34全体を
水平面内で旋回自在に支持している。
Hereinafter, one embodiment of the present invention will be described based on the drawings. 1 to 3, 1 is an annular support 2
It is a hollow rotary shaft whose one end is supported via a first bearing 3, and a cross-shaped first excavation head 4 having arm portions 4a on all sides is fixed to the other end via a key 5. has been done. Reference numeral 6 designates a second excavation head which is engaged and held in a recess 4b between the arms 4a, 4a of the first excavation head 4 so as to be movable back and forth in the direction of the rotation axis. That is, the rear end annular portion 6a of the second excavation head 6 is fitted onto the hollow rotary shaft 1, and the front end head portion 6b is divided into four parts in the shape of a quarter circle. In addition, in the center of the first excavation head 4,
A through hole 7 communicating with the inside of the hollow rotating shaft 1 is formed. Furthermore, in the first excavation head 4,
A first drilling bit (for example a roller bit) 8 and a second drilling bit 9 (for example a regular cutter bit) 9 which is different from the first drilling bit 8 are provided in the second drilling head 6 . 10 connects the first and second excavating heads 4,
6 is attached to the annular support 2. That is, a ring gear 11 is provided on the outer periphery of the outer ring of the first bearing 3 to which the hollow rotating shaft 1 is connected.
is attached to the ring gear 11, and a pinion 12 attached to the output shaft 10a of the rotary drive device 10 is meshed with the ring gear 11. Reference numeral 13 denotes a cylindrical body which is held on the outer periphery of the intermediate part of the hollow rotating shaft 1 via a pair of front and rear third bearings 14 so as to allow rotation of the hollow rotating shaft 1, and the rear end thereof has a pair of left and right connecting arms 15. It is connected to the annular support 2 via the annular support 2 .
Reference numeral 16 denotes a first cylinder device for moving the second excavating head 6 back and forth along the rotation axis, the base end of which is supported at the rear portion of the outer periphery of the cylindrical body 13, and a second cylinder device 16 at the tip of the rod 16a. drilling head 6
A rotary piece 18 is attached that can roll within an annular groove 17 formed on the outer periphery of the rear end annular portion 6a.
Note that 19 is a bearing. In addition, the above rotating top 1
8 and the first cylinder device 16 are provided, for example, two at 180° symmetrical positions. 20 is the second bearing 2
A rock drilling machine is supported within the hollow rotating shaft 1 via the hollow rotating shaft 1 so as to be rotatable around its axis, that is, to allow rotation of the hollow rotating shaft 1 and to be movable in the axial direction. The chisel 20a is positioned in the hollow portion at the tip of the hollow rotary shaft 1 and in the through hole 7 of the first excavation head 4. And this jackhammer 2
0 is moved back and forth in the axial direction of the hollow rotating shaft 1 by the second cylinder device 22, and is moved in the direction of arrow A in FIG.
As shown, the chisel 20a moves in and out of the front surface of the first excavation head 4. That is,
The rear end of the rock drill main body 20b is connected to a support plate 24 via a pin 23, and the support plate 24 is connected to the other end of the annular support 2 via a plurality of second cylinder devices 22. ing. Note that 25 is a sealing material interposed between the through hole 7 and the chisel 20a, and 26 is a power supply hose for the rock drill 20. Reference numeral 27 denotes a support base that supports the first and second excavation heads 4 and 6 and the hollow rotary shaft 1 so as to be able to swing in a vertical plane via the annular support member 2; A pair of left and right third cylinder devices 28 are interposed between the excavation heads 4 and 6, and the first and second excavation heads 4 and 6 are swung in the direction of arrow B. That is, horizontal support pins 29 are provided protrudingly on both sides of the annular support 2, and the horizontal support pins 29 are swingably supported by a pair of left and right first brackets 30 erected on the upper surface of the support base 27. Furthermore, one end of each third cylinder device 28 is connected to a second bracket 31 that respectively projects rearward from the support base 27, and the other end is connected to a second bracket 31 that also projects rearward from the annular support 2. 3 bracket 32. Further, a swing bearing 33 is attached to the lower surface of the support base 27 to support the entire excavator 34 so as to be able to swing freely within a horizontal plane.

上記構成において、例えば掘削地山の土質が第
1掘削ビツト8に適している場合は、第1図に示
すように、第2掘削ヘツド6を後退させた状態で
回転駆動装置10を作動させればよく、また掘削
地山の土質が変化して第2掘削ビツト9に適して
くると、第2掘削ヘツド6を前方に移動させて第
2掘削ビツト9を第1掘削ビツド4よりも前方に
位置させれば、各掘削地山の土質に適した掘削ビ
ツトで効率よく掘削できる。また、途中で地山が
軟岩から硬岩に変つた場合、一時的に第1若しく
は第2掘削ヘツド4,6の回転を停止させるか、
又は回転させたままで、第2シリンダー装置22
により削岩機20を前方に移動させて、そのチゼ
ル20aを第1掘削ヘツド4前面より突出させれ
ば、チゼル20aにより硬岩も掘削することがで
きる。なお、第2図において、矢印Cは掘削ヘツ
ド4,6の回転方向を示す。
In the above configuration, for example, if the soil quality of the excavated ground is suitable for the first excavation bit 8, the rotary drive device 10 is operated with the second excavation head 6 retracted, as shown in FIG. If the soil quality of the excavated ground changes and becomes suitable for the second excavation bit 9, the second excavation head 6 is moved forward and the second excavation bit 9 is placed in front of the first excavation bit 4. Once positioned, drilling bits suitable for the soil quality of each excavated ground can be used to efficiently excavate. In addition, if the ground changes from soft rock to hard rock during the process, the rotation of the first or second excavation heads 4 and 6 may be temporarily stopped, or
Or, while rotating, the second cylinder device 22
By moving the rock drill 20 forward and causing the chisel 20a to protrude from the front surface of the first excavation head 4, hard rock can also be excavated by the chisel 20a. In FIG. 2, arrow C indicates the direction of rotation of the excavation heads 4, 6.

ところで、上記掘削機34は、第4図に示すよ
うに、横穴35を掘削する場合、履帯走行体36
に搭載することもできるし、また第5図に示すよ
うに、堅穴37を掘削する場合、地上の作業台車
38から索体39を介して吊持された坑内作業台
40に搭載保持するようにしてもよい。
By the way, as shown in FIG. 4, when the excavator 34 excavates the horizontal hole 35,
As shown in FIG. You may also do so.

以上の構成によると、第1掘削ヘツドと第2掘
削ヘツドとを別個に使用できるので、それぞれの
掘削ヘツドに異なる掘削ビツトを取付ければ、掘
削地山の土質が変化しても直ちに対処でき、また
土質が掘削ビツトでも掘削し得ない硬岩である場
合は、削岩機のチゼルにより掘削を行なうことが
でき、従つて従来のような掘削ヘツド若しくは掘
削機の取替えを必要としないので、経済的であり
且つ掘削効率が低下することはない。
According to the above configuration, since the first excavation head and the second excavation head can be used separately, by attaching different excavation bits to each excavation head, it is possible to immediately deal with changes in the soil quality of the excavated ground. In addition, if the soil is hard rock that cannot be excavated even with a drilling bit, it can be excavated with a chisel of a rock drill, and there is no need to replace the conventional excavation head or excavator, making it economical. The excavation efficiency is not reduced.

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

図面は本考案の一実施例を示すもので、第1図
は全体縦断面図、第2図は第1図の−矢視
図、第3図は第1図の−矢視図、第4図及び
第5図は掘削機の他の装置への搭載例を示す図で
ある。 1……中空回転軸、2……環状支持体、3……
第1軸受、4……第1掘削ヘツド、6……第2掘
削ヘツド、8……第1掘削ビツト、9……第2掘
削ビツト、10……回転駆動装置、13……筒
体、14……第3軸受、16……第1シリンダー
装置、20……削岩機、20a……チゼル、21
……第2軸受、22……第2シリンダー装置、2
8……第3シリンダー装置、34……掘削機。
The drawings show one embodiment of the present invention, in which FIG. 1 is an overall vertical sectional view, FIG. 2 is a view taken in the direction of the - arrow in FIG. 5 and 5 are diagrams showing examples of mounting an excavator on other equipment. 1... Hollow rotating shaft, 2... Annular support, 3...
First bearing, 4...First excavation head, 6...Second excavation head, 8...First excavation bit, 9...Second excavation bit, 10...Rotary drive device, 13...Cylinder body, 14 ...Third bearing, 16...First cylinder device, 20...Rock drill, 20a...Chisel, 21
...Second bearing, 22...Second cylinder device, 2
8...Third cylinder device, 34...Excavator.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 環状支持体の一端部に第1軸受を介して中空回
転軸の一端部を支持すると共に該中空回転軸の他
端部に第1掘削ヘツドを取付け、該第1掘削ヘツ
ドに、第2掘削ヘツドをその回転軸心方向で移動
可能に係合保持させ、上記環状支持体に上記中空
回転軸を回転させる回転駆動装置を設け、上記中
空回転軸内に第2軸受を介して削岩機をその軸心
方向で移動可能に支持し、上記環状支持体の他端
部と削岩機との間にシリンダー装置を介在させる
と共に、該シリンダー装置の伸縮により、第1掘
削ヘツドの中央に形成された貫通穴から削岩機の
チゼルを外方に向つて出退させるようにしたこと
を特徴とする掘削機。
One end of the hollow rotary shaft is supported at one end of the annular support via a first bearing, and a first excavation head is attached to the other end of the hollow rotary shaft, and a second excavation head is attached to the first excavation head. A rotary drive device for rotating the hollow rotating shaft is provided on the annular support, and the rock drill is inserted into the hollow rotating shaft through a second bearing. A cylinder device is supported movably in the axial direction, and a cylinder device is interposed between the other end of the annular support and the rock drill, and the cylinder device is expanded and contracted to form a first excavation head in the center. An excavator characterized in that a chisel of a rock drill is moved outward from a through hole.
JP10041983U 1983-06-28 1983-06-28 excavator Granted JPS608794U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10041983U JPS608794U (en) 1983-06-28 1983-06-28 excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10041983U JPS608794U (en) 1983-06-28 1983-06-28 excavator

Publications (2)

Publication Number Publication Date
JPS608794U JPS608794U (en) 1985-01-22
JPS64476Y2 true JPS64476Y2 (en) 1989-01-06

Family

ID=30237563

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10041983U Granted JPS608794U (en) 1983-06-28 1983-06-28 excavator

Country Status (1)

Country Link
JP (1) JPS608794U (en)

Also Published As

Publication number Publication date
JPS608794U (en) 1985-01-22

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