JPS5814558B2 - excavator - Google Patents
excavatorInfo
- Publication number
- JPS5814558B2 JPS5814558B2 JP3970776A JP3970776A JPS5814558B2 JP S5814558 B2 JPS5814558 B2 JP S5814558B2 JP 3970776 A JP3970776 A JP 3970776A JP 3970776 A JP3970776 A JP 3970776A JP S5814558 B2 JPS5814558 B2 JP S5814558B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- endless track
- devices
- excavating
- excavation
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は掘進機に関し、その目的とするところは掘削し
ながらその掘削力を利用して自動的に前進し得、さらに
方向制御を容易に行なえる掘進機を提供する点にある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an excavator, and an object of the present invention is to provide an excavator that can automatically move forward while excavating by using the excavation force, and can easily control direction. At the point.
以下、本発明の一実施例を図面に基づいて説明する。Hereinafter, one embodiment of the present invention will be described based on the drawings.
1は前閉横向筒状のフレームで、その中央に前後方向軸
芯2の周りで回転可能な掘削装置3が設けられる。Reference numeral 1 denotes a front-closed horizontal cylindrical frame, and an excavation device 3 rotatable around a longitudinal axis 2 is provided at the center of the frame.
すなわち掘削装置3は、前記フレーム1に軸受4を介し
て支持され且つ前後方向軸芯2の周りで回転可能な筒軸
5と、この筒軸5の突出端(先端)に取付けた円板体6
と、この円板体6の前面に植設された複数本の掘削刃7
と、前記筒軸5の内端近くに外嵌固着された受動歯車8
と、この受動歯車8に咬合する駆動始車9を直結してな
る第1水圧モータ10とからなる。That is, the excavation device 3 includes a cylindrical shaft 5 that is supported by the frame 1 via a bearing 4 and is rotatable around the longitudinal axis 2, and a disc body attached to the protruding end (tip) of the cylindrical shaft 5. 6
and a plurality of excavating blades 7 planted on the front surface of this disc body 6.
and a passive gear 8 externally fitted and fixed near the inner end of the cylindrical shaft 5.
and a first hydraulic motor 10 which is directly connected to a drive starter wheel 9 that meshes with the passive gear 8.
この第1水圧モータ10への圧水は、タンク11よりポ
ンプ12(流体供給手段の一例)を介して圧水される主
圧水管13から分岐した第1分岐管14により行なわれ
、またこの第1分岐管14中には、給水量を調整して第
1水圧モータ10の回転数を制御する電磁バルブ15が
設けられる。Pressure water is supplied to the first water pressure motor 10 through a first branch pipe 14 branched from a main pressure water pipe 13 which is supplied with pressure water from a tank 11 via a pump 12 (an example of fluid supply means). An electromagnetic valve 15 is provided in the first branch pipe 14 to adjust the amount of water supplied and control the rotation speed of the first hydraulic motor 10 .
前記第1水圧モータ10からの排水管16は筒軸5内の
流路17に連通し、以って排水は円板体6の前面に流出
する。A drain pipe 16 from the first hydraulic motor 10 communicates with a flow path 17 in the cylindrical shaft 5, so that waste water flows out to the front surface of the disc body 6.
前記筒軸5は前後方向軸芯2上を移動可能で、その移動
によりフレーム1の前端に対する掘削刃7群の突出量を
調整し得るように構成してある。The cylindrical shaft 5 is movable on the longitudinal axis 2, and is configured so that the amount of protrusion of the group of cutting blades 7 relative to the front end of the frame 1 can be adjusted by its movement.
前記筒軸5の移動は、その後端に回転のみ可能に外嵌し
たリング体18にシリンダ19のピストンロツドを結合
することにより可能となり、またシリンダ19は、絞り
弁20と、正、逆、停止の三方向切換弁21とを介在さ
せた枝管22を前記第1分岐管14に接続することによ
り作動する。The movement of the cylinder shaft 5 is made possible by connecting the piston rod of the cylinder 19 to a ring body 18 that is rotatably fitted to the rear end thereof, and the cylinder 19 is connected to the throttle valve 20 for forward, reverse, and stop movement. It operates by connecting a branch pipe 22 with a three-way switching valve 21 interposed therebetween to the first branch pipe 14.
なお受動歯車8は、筒軸5の移動を許容すべく巾広に形
成してある。Note that the driven gear 8 is formed wide to allow movement of the cylindrical shaft 5.
前記掘削装置3の外周複数箇所(実施例では8箇所)に
掘削兼前進用の無限軌道装置23を配設している。Excavating and advancing endless track devices 23 are disposed at a plurality of locations (eight locations in the embodiment) on the outer periphery of the excavating device 3.
これら無限軌道装置23は、フレーム1の前端に軸支さ
れる従動輪24と、フレーム1の中間に軸支される案内
輪25と、フレーム1の後端側に軸支される駆動輪26
と、これら輪24,25,26間に掛張されル無端ベル
ト27と、この無端ベルト27の外面に植設された多数
の掘削刃28と、前記駆動輪26と一体の受動歯車29
と、この受動歯車30を介して連動する駆動歯車31と
、この駆動歯車31を直結し且つ前記フレーム1に取付
けられる第2水圧モータ32とからなる。These endless track devices 23 include a driven wheel 24 that is pivotally supported on the front end of the frame 1, a guide wheel 25 that is pivotally supported in the middle of the frame 1, and a driving wheel 26 that is pivotally supported on the rear end side of the frame 1.
, an endless belt 27 suspended between these wheels 24 , 25 , 26 , a large number of digging blades 28 implanted on the outer surface of this endless belt 27 , and a passive gear 29 integrated with the drive wheel 26 .
, a drive gear 31 interlocked via this passive gear 30 , and a second hydraulic motor 32 directly connected to this drive gear 31 and attached to the frame 1 .
前記無端ベルト27の前位および外位はフレーム1に形
成したスリット33に位置し、以って掘削刃28をフレ
ーム1外に露出させる。The front and outer ends of the endless belt 27 are located in slits 33 formed in the frame 1, thereby exposing the excavating blade 28 outside the frame 1.
さらに無端ベルト27は、その前端から中間に移動する
につれて漸次外方に位置し、且つ中間から後端に移動す
るにつれて漸次内方に位置するように、前記各輪24,
25,26の位置を設定すると共にそれに合せてフレー
ム1を変形させている。Furthermore, the endless belt 27 is arranged such that each ring 24,
The positions of 25 and 26 are set, and the frame 1 is deformed accordingly.
前記第2水圧モータ32への給水は第2分岐管34によ
り行なわれ、また排水管35はフレーム1を貫通して無
端ベルト27の露出面側に排水し得るべく構成してある
。Water is supplied to the second hydraulic motor 32 through a second branch pipe 34, and a drain pipe 35 is constructed to penetrate through the frame 1 and drain water to the exposed surface of the endless belt 27.
36はフレーム1に固着した流体分配装置で、その受入
側には前記主圧水管13が接続し、また分配側には各無
限軌道装置23の各第2分岐管34が接続する。Reference numeral 36 denotes a fluid distribution device fixed to the frame 1, to which the main pressure water pipe 13 is connected to the receiving side, and each second branch pipe 34 of each endless track device 23 is connected to the distribution side.
この流体分配装置36は、特定の無限軌道装置23に対
する分配量を制御するにつれて隣接する無限軌道装置2
3に対する分配量の制御を或る差を持たせて行なうよう
に構成している。This fluid dispensing device 36 controls the amount of fluid dispensed to a particular track device 23 and the adjacent track device 23.
The distribution amount is controlled with a certain difference between the two.
すなわち流体分配装置36は第3図、第4図に示すよう
に、前記フレーム1に固着される横向き漏斗状の外筒体
37と、この外筒体37の大径開口部に取付けた円板状
の蓋体38と、前記無限軌道装置23の数に見合う数(
8個)だけ前記蓋体38に周方向等間隔置きに設けた貫
通孔39A〜39Hと、前記外筒体37内に固着した案
内部材40と前記蓋体38との間で自由運動可能な円板
状のシャッタ一体41と、シャッタ一体移動装置54と
からなり、各貫通孔39A〜39Hを対応する無限軌道
装置23の第2水圧モータ32への第2分岐管34に接
続すると共に、外筒体37の小径開口部は前記主圧水管
13を接続し、さらにシャッタ一体41は、外筒体37
の中心にあるとき全貫通孔39A〜39Hを完全に開放
し得るように形成してある。That is, as shown in FIGS. 3 and 4, the fluid distribution device 36 includes a horizontal funnel-shaped outer cylindrical body 37 fixed to the frame 1, and a disc attached to a large diameter opening of the outer cylindrical body 37. The lid body 38 has a shape corresponding to the number of endless track devices 23 (
8) through holes 39A to 39H provided in the lid 38 at equal intervals in the circumferential direction, and circular holes that can freely move between the guide member 40 fixed in the outer cylindrical body 37 and the lid 38. Consisting of a plate-shaped shutter integrated 41 and a shutter integrated moving device 54, each through hole 39A to 39H is connected to the second branch pipe 34 to the second hydraulic motor 32 of the corresponding endless track device 23, and the outer cylinder The small diameter opening of the body 37 connects the main pressure water pipe 13, and the shutter integral 41 connects the outer cylindrical body 37.
It is formed so that all the through holes 39A to 39H can be completely opened when the hole is at the center of the hole.
なおシャッタ一体移動装置54は、外筒体37に取付け
た複数本(4本)のシリンダ装置55と、内方に突出す
るそのピストンロツド56の先端に取付けたシュー57
と、このシュー57の嵌合を許す溝58を有し且つシャ
ッタ一体41の外面に取付けだガイド部材59とからな
る。The shutter integrated movement device 54 includes a plurality of cylinder devices 55 (four cylinder devices) attached to the outer cylinder 37, and a shoe 57 attached to the tip of the piston rod 56 that protrudes inward.
and a guide member 59 which has a groove 58 into which the shoe 57 is fitted and which is attached to the outer surface of the shutter unit 41.
前記主圧水管13中で、前記第1分岐管14の分岐位置
よりも下手には、各無限軌道装置23への圧水量の調整
を行なう電磁バルブ42が設けられ、また分岐位置より
も上手にはロータリージョイント43が設けられる。In the main pressure water pipe 13, a solenoid valve 42 for adjusting the amount of pressure water to each endless track device 23 is provided below the branch position of the first branch pipe 14, and a solenoid valve 42 is provided below the branch position of the first branch pipe 14. A rotary joint 43 is provided.
各無限軌道装置23を支持するフレーム1は前記前後方
向軸芯2の周りに回転可能に構成してある。The frame 1 supporting each endless track device 23 is configured to be rotatable around the longitudinal axis 2.
すなわち44は掘削孔45に案内されて前進のみ可能な
筒状母体で、その小径先端44aには前記フレーム1の
後端が回転のみ可能に外嵌している。That is, numeral 44 is a cylindrical base body that can only move forward when guided into the excavated hole 45, and the rear end of the frame 1 is fitted onto the small diameter tip 44a of the base body so that it can only rotate.
46はフレーム1の後端内周に固着した環状内歯歯車で
、変速機47に直結した駆動歯車48が常時咬合する。Reference numeral 46 denotes an annular internal gear fixed to the inner periphery of the rear end of the frame 1, with which a drive gear 48 directly connected to a transmission 47 is constantly engaged.
前記変速機47ならびに該変速機47に連動する第3水
圧モータ49は筒状母体44に固定され、また第3水圧
モータ49は第3分岐管50を介して、前記ロータリー
ジョイント43の上手の主圧水管13に接続する。The transmission 47 and a third hydraulic motor 49 interlocked with the transmission 47 are fixed to the cylindrical base body 44, and the third hydraulic motor 49 is connected to the upper main body of the rotary joint 43 via a third branch pipe 50. Connect to pressure water pipe 13.
51は泥水排水管で、筒状母体44に形成した環状凹部
52の下部に開口している。Reference numeral 51 denotes a muddy water drainage pipe, which opens at the bottom of an annular recess 52 formed in the cylindrical base body 44.
なお各無限軌道装置23は、その前端に対して後端側が
、フレーム回転方向53の後方側に位置すべく適当角度
O傾斜させてある。It should be noted that each endless track device 23 is inclined at an appropriate angle O so that the rear end side thereof is located on the rear side in the frame rotation direction 53 with respect to the front end thereof.
次に掘削作業を説明する。Next, the excavation work will be explained.
先ずポンプ12を始動して主圧水管13により圧水を行
ない。First, the pump 12 is started and the main pressure water pipe 13 supplies pressurized water.
これにより各水圧モータ10,32,49を作動させる
。This causes each hydraulic motor 10, 32, 49 to operate.
すなわち第1水圧モータ10により掘削装置3を作動さ
せ、回転を行なう掘削刃7によってフレーム1の前方の
(中央部の)掘削を行なう。That is, the excavation device 3 is operated by the first hydraulic motor 10, and the rotating excavation blade 7 excavates the front (center portion) of the frame 1.
と同時に第2水圧モータ32により各無限軌道装置23
を作動させ、その無端ベルト27を回動させるのである
が、このとき掘削刃28は、従動輪24から案内輪25
への移動中に周部の掘削を行なう。At the same time, each endless track device 23 is operated by the second hydraulic motor 32.
is activated to rotate the endless belt 27. At this time, the digging blade 28 moves from the driven wheel 24 to the guide wheel 25.
Excavation of the surrounding area will be carried out during the move.
さらにこのとき、傾斜架設されている各無限軌道装置2
3が、第3水圧モータ49の作動によりフレーム1と共
に前後方向軸芯2の周りを緩かに回転することから、各
掘削刃28による掘削は残掘部分を生じることなく且つ
不測な抵抗を受けることなく遂行され、以って所期の掘
削孔45形成を行なう。Furthermore, at this time, each endless track device 2 installed at an angle
3 rotates gently around the longitudinal axis 2 together with the frame 1 due to the operation of the third hydraulic motor 49, so that excavation by each excavation blade 28 does not result in any remaining excavation and is subject to unexpected resistance. Thus, the desired excavation hole 45 is formed.
このような掘削作業中において第1水圧モータ10の排
水は円板体6の前部に、また第2水圧モータ32の排水
はフレーム1の外周部に出され、以って掘削土を泥水化
して環状凹部52に至らしめ、泥水排出管51を介して
地上側に排出される。During such excavation work, the water from the first hydraulic motor 10 is discharged to the front of the disc body 6, and the water from the second hydraulic motor 32 is discharged to the outer periphery of the frame 1, thereby turning the excavated soil into muddy water. The muddy water reaches the annular recess 52 and is discharged to the ground side via the muddy water discharge pipe 51.
前進力は、各無限軌道装置23の掘削刃28が被掘削面
に喰込むことにより付与される。The forward force is applied by the digging blades 28 of each endless track device 23 biting into the surface to be excavated.
したがって電磁バルブ42を制御して無限ベルト27の
速度を変えることにより、その掘削前進速度を調整し得
る。Therefore, by controlling the electromagnetic valve 42 to change the speed of the endless belt 27, its excavation advance speed can be adjusted.
さらにシリンダ19の制御によ9両掘削刃28の先端間
距離lを変えたり、或いは電磁バルブ15の制御により
掘削装置3の回転速度を変えることにより、各無限軌道
装置23の掘削刃28による喰込み量の調整が行なえ、
以って硬質地盤や軟質地盤に対する掘進のコントロール
を可能にし得る。Further, by controlling the cylinder 19 to change the distance l between the tips of the nine excavating blades 28, or by controlling the electromagnetic valve 15 to change the rotational speed of the excavating device 3, the digging blades 28 of each endless track device 23 can be controlled. The amount of filling can be adjusted,
This makes it possible to control excavation into hard and soft ground.
上記した動作は第3図、第4図実線に示すように、シャ
ッタ一体41を外筒体37の中心に位置させた状態、す
なわち全貫通孔39A〜39Hを完全に開放させた状態
で行なわれるものであり、したがって各シリンダ装置5
5を作動させ、シュー57に対する溝58を利用しての
ガイド部材59の摺動によってシャッタ一体41をいず
れかの方向に徐々に変位させたときには、先ずその変位
方向にある貫通孔が徐々に閉塞され、そして少し遅れて
当該貫通孔に隣接する貫通孔が徐々に閉塞される。The above operation is performed with the shutter assembly 41 positioned at the center of the outer cylinder 37, as shown by solid lines in FIGS. 3 and 4, that is, with all through holes 39A to 39H completely open. Therefore, each cylinder device 5
5 and gradually displaces the shutter unit 41 in either direction by sliding the guide member 59 using the groove 58 against the shoe 57, first, the through hole in the direction of displacement gradually closes. Then, after a short delay, the through holes adjacent to the through hole are gradually closed.
このような変化によって、各無限軌道装置23の第2水
圧モータ32に対する供水量を制御し、以って特定の無
限軌道装置23の回動(掘削)速度を低下させると共に
それに隣接する無限軌道装置23の回動速度をやや低下
させ得る。Through such changes, the amount of water supplied to the second hydraulic motor 32 of each endless track device 23 is controlled, thereby reducing the rotation (excavation) speed of a particular endless track device 23 and the adjacent endless track device. 23 can be slightly reduced.
これにより掘進機は、特定の無限軌道装置23側の掘削
速度が低下し、以って正常な掘削速度を維持してなる反
対側に向けて姿勢(方向)転換を徐々に行なう。As a result, the excavation speed of the specific endless track device 23 side of the excavator decreases, and the excavation machine gradually changes its attitude (direction) toward the opposite side while maintaining the normal excavation speed.
なお排水を利用しないで注水を行なうように構成したな
らば、各水圧モータ10,32,49をエアモータなど
に変え得る。Note that if water is injected without using drainage, each hydraulic motor 10, 32, 49 can be replaced with an air motor or the like.
また掘削孔45跡には、セグメントを組込んだり、或い
は成管機による管成形が行なわれる。In addition, segments are assembled into the excavated hole 45, or a tube is formed using a tube forming machine.
以上述べた本発明によると、掘削孔45に案内されて前
進のみ可能な筒状母体44を設け、この筒状母体44の
小径先端44aに前閉横向筒状に形成したフレーム1の
後端を、前後方向軸芯2の周りに回転可能に外嵌すると
共に、回転駆動装置46〜49を設け、前記フレーム1
の中央に、前後方向軸芯2の周りに回転可能で且つその
掘削刃7が該フレーム1の前面よシも突出する掘削装置
3を設けると共に、その回転駆動装置8〜10を設け、
前記掘削装置3の外周複数箇所に無限軌道装置23を設
け、これら無限軌道装置23を、前後方向に配設され且
つ前位および外位がフレーム1に形成したスリット33
に位置する無端ベルト27と、この無端ベルト27の外
面に植設され且つ前位および外位においてフレーム1か
ら突出する多数の掘削刃28と、回転駆動装置29〜3
2とから構成したから、掘削装置3により中央部の掘削
を行なうとともに回動し且つ前後方向軸芯2の周りに回
転する無限軌道装置23の掘削刃28により外周部の掘
削を行なって所期の掘削作業を行なうことができ、しか
も全体の前進は、無限軌道装置23の掘削刃28の掘削
時の喰込み力を利用して自動的に行なうことができる。According to the present invention described above, a cylindrical base body 44 that can only move forward while being guided into an excavation hole 45 is provided, and the rear end of the frame 1 formed in a front-closed horizontal cylindrical shape is attached to the small diameter tip 44a of this cylindrical base body 44. The frame 1 is rotatably fitted around the longitudinal axis 2 and provided with rotation drive devices 46 to 49.
At the center of the frame, there is provided an excavating device 3 which is rotatable around the longitudinal axis 2 and whose excavating blade 7 protrudes beyond the front surface of the frame 1, and its rotation drive devices 8 to 10 are provided.
Track devices 23 are provided at a plurality of locations on the outer periphery of the excavation device 3, and these track devices 23 are arranged in the front-rear direction, and the front and outer sides are formed in slits 33 formed in the frame 1.
an endless belt 27 located on the outer surface of the endless belt 27, a large number of digging blades 28 that are implanted on the outer surface of the endless belt 27 and protrude from the frame 1 at the front and outer positions, and rotary drive devices 29 to 3.
2, the excavation device 3 excavates the central portion, and the excavation blade 28 of the endless track device 23, which rotates around the longitudinal axis 2, excavates the outer periphery to the desired extent. excavation work can be carried out, and furthermore, the entire advancement can be carried out automatically by utilizing the biting force of the excavation blade 28 of the endless track device 23 during excavation.
特に本発明によると、前記無限軌道装置23の回転駆動
装置29〜32は流体供給手段12からの流体圧により
駆動すべく構成すると共に、これら流体供給手段12と
各無限軌道装置23の回転駆動装置29〜32との間に
流体分配装置36を設け、この流体分配装置36は、特
定の無限軌道装置23に対する分配量を制御するにつれ
て隣接する無限軌道装置23に対する分配量の制御を或
る差を持たせて行なうように構成したから、希望する無
限軌道装置23への流体分配量の制御を行なうことによ
り、当該無限軌道装置23の回動(掘削)速度を低下せ
しめて掘進機の向きを反対側に変更させることができ、
さらに、特定の無限軌道装置23のみではなく隣接する
無限軌道装置23の速度をも、或る差は有るけれども低
下させることから無理のない変更を可能にできる。In particular, according to the present invention, the rotation drive devices 29 to 32 of the endless track device 23 are configured to be driven by fluid pressure from the fluid supply means 12, and the rotation drive devices of the fluid supply means 12 and each of the endless track devices 23 A fluid distribution device 36 is provided between 29 and 32, and this fluid distribution device 36 controls the distribution amount to adjacent track devices 23 with a certain difference as it controls the distribution amount to a particular track device 23. By controlling the amount of fluid distributed to the desired track device 23, the rotation (excavation) speed of the track device 23 is reduced and the direction of the excavator is reversed. can be changed to the side,
Furthermore, since not only the speed of a specific endless track device 23 but also the speed of adjacent endless track devices 23 is reduced, although there is a certain difference, a reasonable change can be made.
図面は本発明の一実施例を示し、第1図は縦断側面図、
第2図は概略正面図、第3図は要部の縦断面図、第4図
は第3図におけるA−A断面図である。
1・・・フレーム、2・・・前後方向軸芯、3・・・掘
削装置、7・・・掘削刃、8〜10・・・回転駆動装置
、12・・・流体供給手段、23・・・無限軌道装置、
27・・・無端ベルト、28・・・掘削刃、29〜32
・・・回転駆動装置、33・・・スリット、36・・・
流体分配装置、41・・・シャッタ一体、44・・・筒
状母体、44a・・・小径先端、45・・・掘削孔、4
6〜49・・・回転駆動装置、54・・・シャッタ一体
移動装置。
36・・・流体分配装置、41・・・シャッタ一体、4
4・・・筒状母体、44a・・・小径先端、45・・・
掘削孔、46〜49・・・回転駆動装置、54・・・シ
ャッタ一体移動装置。The drawings show one embodiment of the present invention, and FIG. 1 is a longitudinal side view;
2 is a schematic front view, FIG. 3 is a vertical sectional view of the main part, and FIG. 4 is a sectional view taken along line AA in FIG. 3. DESCRIPTION OF SYMBOLS 1...Frame, 2...Anteroposterior axis, 3...Drilling device, 7...Drilling blade, 8-10...Rotation drive device, 12...Fluid supply means, 23...・Certain track equipment,
27...Endless belt, 28...Drilling blade, 29-32
...Rotary drive device, 33...Slit, 36...
Fluid distribution device, 41... Shutter integrated, 44... Cylindrical base, 44a... Small diameter tip, 45... Excavation hole, 4
6-49...Rotation drive device, 54...Shutter integral movement device. 36...Fluid distribution device, 41...Shutter integrated, 4
4... Cylindrical base body, 44a... Small diameter tip, 45...
Excavation hole, 46-49...Rotation drive device, 54...Shutter integral movement device.
Claims (1)
4を設け、この筒状母体44の小径先端44aに前閉横
向筒状に形成したフレーム1の後端を、前後力向軸芯2
の周りに回転可能に外嵌すると共に、回転駆動装置46
〜49を設け、前記フレーム1の中央に、前後方向軸芯
2の周りに回転可能で且つその掘削刃7が該フレーム1
の前面よりも突出する掘削装置3を設けると共に、その
回転駆動装置8〜10を設け、前記掘削装置3の外周複
数箇所に無限軌道装置23を設け、これら無限軌道装置
23を、前後方向に配設され且つ前位および外位がフレ
ーム1に形成したスリット33に位置する無端ベルト2
7と、この無端ベルト27の外面に植設され且つ前位お
よび外位においてフレーム1から突出する多数の掘削刃
28と、回転駆動装置29〜32とから構成し、前記無
限軌道装置23の回転駆動装置29〜32は流体供給手
段12からの流体圧により駆動すべく構成すると共に、
これら流体供給手段12と各無限軌道装置23の回転駆
動装置29〜32との間に流体分配装置36を設け、こ
の流体分配装置36は、特定の無限軌道装置23に対す
る分配量を制御するにつれて隣接する無限軌道装置23
に対する分配量の制御を或る差を持たせて行なうように
構成してなる掘進機。1 Cylindrical base body 4 that can only move forward while being guided by the excavation hole 45
4, and the rear end of the frame 1 formed into a front-closed, horizontally cylindrical shape at the small-diameter tip 44a of the cylindrical base body 44 is connected to the front-rear force direction axis 2.
The rotary drive device 46 is rotatably fitted around the rotary drive device 46.
- 49 are provided in the center of the frame 1, and are rotatable around the longitudinal axis 2, and the excavating blade 7 is attached to the frame 1.
An excavating device 3 is provided that protrudes from the front surface of the excavating device 3, and its rotation drive devices 8 to 10 are provided, and endless track devices 23 are provided at a plurality of locations on the outer periphery of the excavating device 3, and these endless track devices 23 are arranged in the front and back direction. An endless belt 2 whose front and outer sides are located in slits 33 formed in the frame 1.
7, a large number of digging blades 28 which are implanted on the outer surface of the endless belt 27 and protrude from the frame 1 at the front and outer positions, and rotational drive devices 29 to 32, which control the rotation of the endless track device 23. The drive devices 29 to 32 are configured to be driven by fluid pressure from the fluid supply means 12, and
A fluid distribution device 36 is provided between these fluid supply means 12 and the rotary drive devices 29 to 32 of each endless track device 23, and this fluid distribution device 36 is arranged to Track device 23
An excavator configured to control the distribution amount with a certain difference.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3970776A JPS5814558B2 (en) | 1976-04-07 | 1976-04-07 | excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3970776A JPS5814558B2 (en) | 1976-04-07 | 1976-04-07 | excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS52123526A JPS52123526A (en) | 1977-10-17 |
| JPS5814558B2 true JPS5814558B2 (en) | 1983-03-19 |
Family
ID=12560464
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3970776A Expired JPS5814558B2 (en) | 1976-04-07 | 1976-04-07 | excavator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5814558B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6312500A (en) * | 1986-06-25 | 1988-01-19 | 株式会社 富永製作所 | Oiling system |
-
1976
- 1976-04-07 JP JP3970776A patent/JPS5814558B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6312500A (en) * | 1986-06-25 | 1988-01-19 | 株式会社 富永製作所 | Oiling system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS52123526A (en) | 1977-10-17 |
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