JPS59154237A - Trencher - Google Patents

Trencher

Info

Publication number
JPS59154237A
JPS59154237A JP2606783A JP2606783A JPS59154237A JP S59154237 A JPS59154237 A JP S59154237A JP 2606783 A JP2606783 A JP 2606783A JP 2606783 A JP2606783 A JP 2606783A JP S59154237 A JPS59154237 A JP S59154237A
Authority
JP
Japan
Prior art keywords
excavator
traveling
vehicle body
manner
boom
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
JP2606783A
Other languages
Japanese (ja)
Inventor
「しし」戸 義世
Yoshiyo Shishido
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.)
Ube Corp
Original Assignee
Ube Industries Ltd
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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP2606783A priority Critical patent/JPS59154237A/en
Publication of JPS59154237A publication Critical patent/JPS59154237A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/06Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging elements mounted on an endless chain
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/96Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements
    • E02F3/963Arrangements on backhoes for alternate use of different tools
    • E02F3/964Arrangements on backhoes for alternate use of different tools of several tools mounted on one machine
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/02Travelling-gear, e.g. associated with slewing gears
    • E02F9/028Travelling-gear, e.g. associated with slewing gears with arrangements for levelling the machine

Abstract

PURPOSE:To excavate a trench of any shape by providing an excavator in a freely turnable manner back and forth bilaterally around its central shaft on the tip of the tilting boom of the upper slewing base of the upper vehicular body turnable around the parallel shaft in the running direction. CONSTITUTION:A frame 30 integrally supporting the lower travelers 6A and 6B is pivotally connected in a freely turnable manner bilaterally around the advancing direction of the vehicle to the upper frame 2. A slewing base 41 is pivotally supported in a horizontally turnable manner on the upper part of the rear end of the upper frame 2, and a pair of booms 50 are pivotally supported on the slewing base 41 in a tilting manner. An arm 54 is pivotally supported on the tip of the paired booms 50 in a tilting manner, and a holder mechanism 57 to hold an endless chain type excavator 50 is provided between the paired arms 54. The holder mechanism 57 is provided such that it can freely turn around the shaft in parallel with the advancing direction of the vehicle, move back and forth in a rocking manner, and turn around the excavator.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は直線溝2曲線溝、ジグザグ溝等の任意の溝のみ
ならず縦穴、連接溝などをも自在に掘削し得るようにし
た溝掘削機に関する。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention provides a trench excavator capable of freely excavating not only arbitrary grooves such as two straight grooves, two curved grooves, and zigzag grooves, but also vertical holes, connecting grooves, etc. Regarding.

〔従来技術〕[Prior art]

従来からこの種の溝掘削機においてはチェンラダ一式、
ロータリーパケット式等の掘削装置を走行車体に搭載し
ているが、いずれも掘削装置自体の構造上直線溝掘削に
止まり、曲線溝等の掘削は困難であった。特に、鋭角(
又は鈍角)で折れ曲ったいわゆるジグザグ溝を掘削する
場合などにおいては、折曲部での方向転換が困難となる
ため、一度掘削作業を中断して掘削装置を溝より引き出
し、溝掘削機を所定の方向に方向転換させた後あらため
て掘削装置で地面を所定の深さに達するまで据シ]:げ
、次いで溝掘削機全fail進させるといった作業手順
を繰返す必要がちった。このため、山地、丘陵等の斜面
において等直線に沿った溝、樹木、岩石等を囲繞、迂回
する曲線溝、建物の根切り工事等における直交溝、その
他折υ返し溝等の掘削に対応しきれず、汎用性に欠ける
欠点を有している。
Conventionally, this type of trench excavation machine has a Chenlada set,
Although rotary packet-type excavation equipment is mounted on a traveling vehicle body, due to the structure of the excavation equipment itself, all excavation equipment can only excavate straight trenches, making it difficult to excavate curved trenches. In particular, acute angles (
When excavating a so-called zigzag trench that is bent at an obtuse angle, it is difficult to change direction at the bend, so stop the excavation work, pull out the excavation equipment from the trench, and move the trench excavator to the specified position. It became necessary to repeat the work procedure of turning the excavator in the same direction, then lowering the excavator into the ground until it reached a predetermined depth. For this reason, it is suitable for excavating grooves along equal straight lines on slopes of mountains and hills, curved grooves that surround or bypass trees, rocks, etc., orthogonal grooves for cutting the roots of buildings, etc., and other folded grooves. It has the disadvantage of lacking versatility.

〔発明の概要〕[Summary of the invention]

本発明は上述したような点に鑑みてなされたもので、走
行車体上に俯仰自在でかつ旋回自在なブームを配設し、
このブームの先端部に設けた懸吊保持機構によっで略柱
秋に形成されその中心軸1(1[りに回Φjiさねる掘
削装置を懸吊1呆持するごとにより、ジグザグ溝、短い
溝、縦穴、迎接溝等の掘削もしくはこれらの再掘削を自
在に行い得るようにした溝掘削機を掃供するととにある
The present invention has been made in view of the above-mentioned points, and includes a boom that can be raised, raised, and rotated freely on a traveling vehicle body.
The suspension holding mechanism installed at the tip of this boom forms a roughly pillar-shaped shaft with its central axis 1 (1 rotation). Each time the excavation equipment is suspended, a zigzag groove, a short The present invention provides a trench excavator capable of freely excavating or re-excavating trenches, vertical holes, access trenches, etc.

〔実施例〕〔Example〕

以下、不発明を図面に示す実施例に基づいて詳細に説明
する。
Hereinafter, the invention will be described in detail based on embodiments shown in the drawings.

第1図は本発明をて係る溝掘削機の一実施例を示す一部
破断側面図、第2図は同機の一部破断正面図、第3図は
同機の一部破断正面図、第4図は掘削装置の一部破断背
面図、第5図は走行装置の要部断面図、第6図は第1図
V−V線断面図である。
FIG. 1 is a partially cutaway side view showing an embodiment of a trench excavator according to the present invention, FIG. 2 is a partially cutaway front view of the same machine, FIG. 3 is a partially cutaway front view of the same machine, and FIG. The figure is a partially cutaway rear view of the excavation device, FIG. 5 is a sectional view of a main part of the traveling device, and FIG. 6 is a sectional view taken along the line V-V in FIG. 1.

第1図お↓び第2図において、全体全符号1で示す溝掘
削機は、前後方向に長く延在し船底箱型の殻構造体をな
す走行車体2を備えている。前記走行車体2の上面前端
部寄シにはエンジン3、同エンジン3によって駆動され
て油圧を発生させる油圧動力装置(図示せず)、同油圧
動カ装置より°の油圧を制御して後述する各種油圧装置
を作動させる油圧制御装U4(図示せず)をはじめ各8
11i制御装置が搭載されでいる。また、走行車体2の
前端部−に面には作業員4が搭乗して溝掘削機1自体の
操縦並びに後述する各種装置8機構等の操作を行う運転
室5が設けられ、また該走行車体20両側には後述する
一対の走行装置6A、6Bが走行車体2のほぼ全長に延
在して配設されている。そして、前記一対の走行装置6
A、6Bは前記走行車体2の下面に配設された前後一対
の懸架装置7A、7B。
In FIGS. 1 and 2, a trench excavator indicated by the reference numeral 1 includes a traveling vehicle body 2 that extends long in the front-rear direction and forms a bottom box-shaped shell structure. At the front end of the upper surface of the traveling vehicle body 2, there is an engine 3, a hydraulic power device (not shown) that is driven by the engine 3 to generate oil pressure, and a hydraulic power device (not shown) that controls the oil pressure as described below. 8 each including hydraulic control device U4 (not shown) that operates various hydraulic devices
11i control device is installed. Further, a driver's cab 5 is provided at the front end of the traveling vehicle body 2 in which a worker 4 rides and operates the trench excavator 1 itself and various devices 8 mechanisms described later. A pair of traveling devices 6A and 6B, which will be described later, are disposed on both sides of the vehicle body 20 and extend over almost the entire length of the traveling vehicle body 2. And the pair of traveling devices 6
A and 6B are a pair of front and rear suspension devices 7A and 7B disposed on the lower surface of the traveling vehicle body 2.

8A、8Bによってそれぞれ独立に上下方向に回動自在
に保持されている。
8A and 8B, each of which is independently rotatably held in the vertical direction.

ここで、走行装置6A、6Bは同一に構成されているた
め、その一方、例えば走行装置6Aのみを主として第1
図、第2図、第3図および第5図に基づいて詳述すると
、この走行装置6Aは走行車体2の側方に位置して前後
方向に長く延在するフV−−ム10(第3図参照)を備
えでいる。このフレーム10の外側面および内側面には
該フレーノ、10の前方および後方にまでそれぞれ延在
する一対のプレー)11.12が強固に固定され、これ
ら両プレート11.12の先端部間には誘導輪13が軸
14を介して回転自在に配設されている。−力、前記一
対のプレート11.12の後端部間にはブラケット15
が固定され、このブラケット15に軸支された軸18に
スプロケットからなる起動輪16および動力伝達輪11
が固定されている。そして、前記フレーム10の上方お
よび下方には前記一対のプレー111.12間に回転自
在に軸支された複数個の小さな転輪20が適宜な間隔を
おいて配設されている。前記誘導輪13および起動輪1
6間には履帯21が掛は渡されて前記フレーム10およ
びプレー)11.12の上1を覆っている。この履帯2
1の外周面には全周にわたってグローブ22が一体的に
設けられる一方、内周向には前記起動輪16に対応して
駆動チェーン23が全周にわたって設けられている。前
記駆動チェーン23は前記履帯21の後端側屈曲部にお
いて前記起動輪16ρ歯16a(第5図参照)と噛合し
、^1■端側屈曲部が誘導輪13の外周面に、そして上
下の直線部が前記転輪20に接触している。
Here, since the traveling devices 6A and 6B are configured identically, on the other hand, for example, only the traveling device 6A is mainly used as the first
2, 3, and 5, this traveling device 6A is located on the side of the traveling vehicle body 2 and extends long in the front and rear direction. (See Figure 3). A pair of plates 11.12 extending to the front and rear of the frame 10, respectively, are firmly fixed to the outer and inner surfaces of the frame 10, and between the tips of these plates 11.12, A guide wheel 13 is rotatably disposed via a shaft 14. - a bracket 15 between the rear ends of said pair of plates 11.12;
is fixed, and a starting wheel 16 and a power transmission wheel 11 consisting of a sprocket are fixed to a shaft 18 that is pivotally supported by this bracket 15.
is fixed. A plurality of small wheels 20 are rotatably supported between the pair of plays 111 and 12 at appropriate intervals above and below the frame 10. The guide wheel 13 and the starting wheel 1
A track 21 is passed between the holes 6 and 6 and covers the frame 10 and the top 1 of the play 11.12. This track 2
A glove 22 is integrally provided on the outer circumferential surface of the motor 1 over the entire circumference, while a drive chain 23 is provided over the entire circumference in the inner circumferential direction corresponding to the starting wheel 16 . The drive chain 23 meshes with the teeth 16a of the starting wheel 16ρ (see FIG. 5) at the bent portion on the rear end side of the crawler belt 21, and the bent portion on the end side is attached to the outer peripheral surface of the guide wheel 13, and the upper and lower portions are connected to each other. The straight portion is in contact with the wheel 20.

前記動力伝達輪1Tに対しては減速機付油圧モータ25
が配設され、とのモータ25の出力軸に固定されたスプ
ロケット26と前記動力伝達輪17との間にチェーン2
7が掛は渡されている。なお、前記モータ25は第2図
に示すように後方側の懸架装置7B’(r構成するアー
ム31の背面に強固に固定されている。したがって、油
圧モータ25の駆動によって回転を動力伝達輪17に前
記スプロケット26およびチェーン27を介して伝達す
ると、軸18に共通に固定されている起動輪16が前記
動力伝達輪17と一体的に回転して履帯21を回転走行
させる。それ故、左右一対の走行装置6A+6Bの履帯
21を同一方向に同一速度で回転走行させると、走行車
体2は直線的に前進もしくは後退し、左右への旋回は左
右の走行装置6A、6Bの油圧モータ25の回転速度を
変えてカーブ内側となる履帯を制動することによシ行わ
れる。すなわち、左右の走行装置6A、6Bは個々独立
に駆動される油圧モータ25を備えるもので、とのモー
タ25が独立にあるいは連動して駆動制御されることに
より庄行車体2の前後進および左右への旋回を可能にす
るものである。
A hydraulic motor 25 with a reduction gear is provided for the power transmission wheel 1T.
A chain 2 is disposed between the sprocket 26 fixed to the output shaft of the motor 25 and the power transmission wheel 17.
7 is passed. As shown in FIG. When the power is transmitted through the sprocket 26 and the chain 27, the starting wheel 16, which is commonly fixed to the shaft 18, rotates together with the power transmission wheel 17, causing the crawler track 21 to rotate. When the tracks 21 of the traveling devices 6A+6B are rotated in the same direction at the same speed, the traveling vehicle body 2 moves forward or backward in a straight line, and turning left and right depends on the rotational speed of the hydraulic motors 25 of the left and right traveling devices 6A and 6B. This is done by braking the crawler track on the inside of the curve by changing the rotation speed.In other words, the left and right traveling devices 6A, 6B are equipped with hydraulic motors 25 that are driven independently. By being driven and controlled in conjunction with each other, it is possible for the transport vehicle body 2 to move forward and backward and turn left and right.

走行装置6Aを走行車体Zに連結保持する前記一対の懸
架共ff!2.7A、7Bは1、それぞれ一端が前記走
行車体2の下面中心線上にブラケッ)33,33’を介
しで配設された水平な軸28.29によって回動自在に
軸支され、他端が前記プレート12の前端部および後端
部表面に強固に固定さiたアーム30.31を備えてい
る。ここで、前方側のアーム30の軸嵌合部は第7図に
示すように2又状で、査た走行装置6B側前方のアーム
30′も同様に2又で、これら両アーム30.30’は
前記軸28に共通に軸支されている。なお、後方側のア
ーム31も前記アーム30と同一に構成されている。そ
して、各アーム30 、31の中間部には一端がそれぞ
れ前記走行重体2に連結されブc油圧シリンダ34゜3
5の他端が連結されている。しブζがって、油圧シリン
ダ34.35を同時に、駆動すると、前記アーム30.
31は軸28.29を中心として上下方向に回動され、
走行装置6への高さを地表面の状態に応じて可変設定す
る。この場合、平地走行においでは左右の走行装置6A
、6Bを第3図実線で示すように同一高さと1−1走行
車体2のグランドクリアランスおよび水平を保持するこ
とにより安定な走行全可能にする。また平地走行に限ら
ず、急斜面での安定した走行をも可能にする。
The pair of suspensions that connect and hold the traveling device 6A to the traveling vehicle body Z are also ff! 2.7A and 7B are 1, one end of which is rotatably supported by horizontal shafts 28 and 29 disposed on the center line of the lower surface of the traveling vehicle body 2 via brackets) 33 and 33', and the other end thereof. is provided with arms 30.31 rigidly fixed to the front and rear end surfaces of said plate 12. Here, the shaft fitting part of the arm 30 on the front side is bifurcated as shown in FIG. ' are commonly pivotally supported by the shaft 28. Note that the arm 31 on the rear side is also configured in the same manner as the arm 30 described above. One end of each arm 30, 31 is connected to the traveling heavy body 2 at the intermediate portion thereof, and a hydraulic cylinder 34.
The other end of 5 is connected. Then, simultaneously driving the hydraulic cylinders 34, 35 causes the arm 30.
31 is rotated in the vertical direction around shafts 28 and 29,
The height to the traveling device 6 is variably set according to the condition of the ground surface. In this case, when traveling on flat ground, the left and right traveling devices 6A
, 6B are kept at the same height, and the ground clearance and horizontality of the 1-1 traveling vehicle body 2 are maintained as shown by solid lines in FIG. 3, thereby making stable traveling possible. It also enables stable driving not only on flat ground but also on steep slopes.

すなわち、例えば第3図仮想線で示す如く右下シの斜面
における横行に際しては、山側となる前後一対の懸架装
置7A、7Bの油圧シリンダ34.35を縮めて走行装
置6Ae上方に所定角度回動させると、前記走行装置6
Aの履帯21の下面全体を斜面36に接地させることが
でき、これと反対に谷側となる走行装置6Bの懸架装置
8A、8Bの油圧シリンダ37.38(3Bは図示せず
)を伸長して走行装置6Bを山側の走行装M6にと同一
角度だけ谷側に回動させると、前記走行装置6Bの履帯
21も斜面36に対して完全密着するため、良好な接地
圧を確保でき、しかも走行車体2自体は急斜面において
も水平に保持されるため、走行性能を低下させることな
く安定かつ自在に走行することができる。また、良好な
接地圧の確保により、地表面の崩壊、走行中体2自体の
横滑りを防止する。
That is, for example, when traversing on a slope in the lower right corner as shown by the imaginary line in FIG. When the traveling device 6
The entire lower surface of the crawler track 21 of A can be brought into contact with the slope 36, and on the contrary, the hydraulic cylinders 37 and 38 (3B is not shown) of the suspension devices 8A and 8B of the traveling device 6B on the valley side can be extended. When the traveling device 6B is rotated to the valley side by the same angle as the traveling device M6 on the mountain side, the crawler track 21 of the traveling device 6B also comes into complete contact with the slope 36, so that good ground pressure can be ensured. Since the traveling vehicle body 2 itself is held horizontally even on a steep slope, it can travel stably and freely without deteriorating its traveling performance. In addition, by ensuring good ground pressure, collapse of the ground surface and sideways sliding of the body 2 itself during running are prevented.

前記走行車体2の後端部上面には俯仰自在なブーム40
が旋回装置41を介して第2図矢印C方向に旋回自在に
配設されている。前記旋回装置41け、前記走行車体2
上に配設された環状基台42と、この環状基台42の外
周にベアリング43を介して水平面内にて回転自在に嵌
合された回転台44と、この回転台44の下面に配設さ
れた内歯歯車45と、前記定行重体2上に配設され前記
内歯歯車45に噛合する駆動歯車46を冶するモータ4
Tとで構成され、前記回転台44上に前記ブーム40が
搭載されている。前記ブーム40i、左右一対のメイン
ブーム5DA、50B、これらメインブーム50A 、
 50Bを同時に起伏させる一対の油圧シリンダ51A
、51B、前Rc、l一対のメインブーム50A、、5
0Bにそれぞれ−j’1iltが連ボ、;され連結部材
53(第2図6照)によって互いに連結された一対のザ
ブブーム54A、54B、こフ′1ら一リブブーム54
A。
A boom 40 that can be raised and raised on the upper surface of the rear end of the traveling vehicle body 2
is disposed so as to be freely pivotable in the direction of arrow C in FIG. 2 via a pivot device 41. The turning device 41, the traveling vehicle body 2
An annular base 42 disposed above, a rotary table 44 fitted to the outer periphery of the annular base 42 via a bearing 43 so as to be rotatable in a horizontal plane, and a rotary table 44 disposed on the lower surface of the rotary base 44. a motor 4 that controls an internal gear 45 and a drive gear 46 disposed on the stationary heavy body 2 and meshing with the internal gear 45;
The boom 40 is mounted on the rotating table 44. The boom 40i, a pair of left and right main booms 5DA, 50B, these main booms 50A,
A pair of hydraulic cylinders 51A that raise and lower 50B at the same time
, 51B, front Rc, l pair of main booms 50A, 5
A pair of sub-booms 54A, 54B, a pair of sub-booms 54A and 54B, and a rib boom 54 connected to each other by a connecting member 53 (see FIG. 2, 6), with -j'1ilt connected to 0B, respectively.
A.

54Bを起伏させる一対の油圧シリンダ55A、55B
等で構成される。この場合、前記旋回装置41およびブ
ーム40はこれに何ら限定されるものではなく、種々の
変更が可能で、要は後述する懸吊保持機構57を介し7
て掘削装置58を保持する俯仰自在なブーツ・と、ブー
ムを左右方向に旋回させる旋回装置であれば何でもよい
A pair of hydraulic cylinders 55A and 55B that raise and lower 54B
Consists of etc. In this case, the swing device 41 and the boom 40 are not limited to this at all, and various changes are possible.
Any device may be used as long as it is a boot that can be raised and raised to hold the excavation device 58 and a swing device that swings the boom in left and right directions.

前記懸吊保持機構57は周知のジンバル機構(カルダン
継手)によって構成されるもので、第1図、第2図およ
び第4図に示すように環状に形成され前記ザブブーム5
4A、54Bの先端部に同軸配置された一対の軸60.
61によって第1図矢印a、75商に回動自在に支持さ
れた第1回動体62と、この第1回動体62に前記軸6
0 、61と直交する如く配設された前後一対の軸64
.65によって第4図矢印す方向に回動自在に支持され
た弓形の第2回動体66と全備え、前記第1回動体62
の両側にはそれぞれブラケッi□ 67 + 68が突
設されている。前記一対のサブブーツ□ 54A + 
54 Bにはそれぞれ油圧シリンダ70.71か配設さ
れ、その一端がilJ記ブラケツ1−67.68に連結
されている。また、前記第1回動体62には左右一対の
油圧シリンダ72.73が配設され、その一端が前記第
2回動体66の中央部背面側に突設された連結ピン74
に共通に連結されている。前記第2回動体66の中央部
は中空円筒状に形成されることによシ前記掘削装置58
の支持枠751f:第1図矢印d方向に回動自在に軸支
する軸受部76を構成している。
The suspension holding mechanism 57 is constituted by a well-known gimbal mechanism (Cardan joint), and is formed into an annular shape as shown in FIGS.
A pair of shafts 60 coaxially arranged at the tips of 4A and 54B.
A first rotating body 62 is rotatably supported by arrow a in FIG.
A pair of front and rear shafts 64 arranged perpendicular to 0 and 61
.. 65, and a second arcuate rotating body 66 rotatably supported in the direction indicated by the arrow in FIG.
Brackets i□ 67 + 68 are provided protruding from both sides of each. Said pair of sub-boots □ 54A +
Hydraulic cylinders 70.71 are respectively disposed in 54B, one end of which is connected to the bracket 1-67.68. In addition, a pair of left and right hydraulic cylinders 72 and 73 are disposed on the first rotating body 62, and one end thereof is a connecting pin 74 protruding from the rear side of the central portion of the second rotating body 66.
are commonly connected. The center portion of the second rotating body 66 is formed into a hollow cylindrical shape, so that the excavating device 58
Support frame 751f: constitutes a bearing portion 76 rotatably supported in the direction of arrow d in FIG.

ぞして、この軸受部T6の外周面適宜箇所には前記支持
枠γ5を左右方向に適宜角度(例えば左右にそれぞれ2
0度)回動させる駆動装置としてのモータ78が固定さ
れている。
Therefore, the support frame γ5 is placed at a suitable location on the outer circumferential surface of the bearing portion T6 at an appropriate angle in the left and right direction (for example, 2
A motor 78 serving as a driving device for rotating (0 degree) is fixed.

前記掘削装置58は柱状に形成されたチェンラダ一式掘
削装置を構成するもので、前記ブーツ・40の傾倒によ
p降下されることにより直線溝1曲線溝、折り返し溝等
の種々の溝掘削を可能にしている。前記掘削装置5Bの
構成を更に詳述すると、前記支持枠T5を備えている。
The excavating device 58 constitutes a chain ladder complete excavating device formed in a columnar shape, and by being lowered by tilting the boot 40, it is possible to excavate various grooves such as a straight groove, a curved groove, and a folded groove. I have to. To explain the configuration of the excavation device 5B in more detail, it includes the support frame T5.

この支持枠75id、門型に形成されることにより左右
一対の垂直部75A、75Bと、これら垂直部75A、
75Bの上端を連結する水イ部75Cとで構成され、こ
の水平部75Cの上面中央に前記軸受部γ6に回動自在
に挿通される軸T9が−・体に設けられている。前記軸
γ9は前記軸受部76の上面に突L+f L、、その突
出端には前記モータT8の出力軸に固定されたピニオン
80に噛合する歯車81が固定されている。
This support frame 75id is formed into a gate shape, so that it has a pair of left and right vertical parts 75A, 75B, and these vertical parts 75A,
A shaft T9 is provided at the center of the upper surface of the horizontal portion 75C to be rotatably inserted through the bearing portion γ6. The shaft γ9 has a protrusion L+f L on the upper surface of the bearing portion 76, and a gear 81 that meshes with a pinion 80 fixed to the output shaft of the motor T8 is fixed to the protruding end.

前記一対の垂直部75A、75B間には横フレーム84
を介して縦フレーム85が配設され、その上端にI]8
8を回転自在に軸支するブラケット87が固定されてい
る。前記軸88の両端にはそれぞれスプロケツ)89.
90が固定され、さらにスプロケット89側軸端には歯
車91が固定されでいる。
A horizontal frame 84 is provided between the pair of vertical parts 75A and 75B.
A vertical frame 85 is disposed through the I]8 at its upper end.
A bracket 87 that rotatably supports the bracket 8 is fixed. There are sprockets (sprockets) 89 at both ends of the shaft 88, respectively.
90 is fixed, and a gear 91 is further fixed to the shaft end on the sprocket 89 side.

この歯車91は前記支持枠γ5の一方の垂直部75Aに
配設されたモータ92の出力軸93に固定された歯車9
4に噛合されている。一方、前記縦フレーム85の下端
にはブラケット95が固定されて軸96を回転自在に軸
支しておシ、との軸96の両端にそれぞれスグロケッ)
 97 、98 (98は第6図参照)が固定されてい
る。前記スプロケット89と9Tおよび90と98には
それぞれチェーン100 、101が張架され、これら
チェーン100、101の表面には複数個のカッタ10
2が所定の間隔をおいて走行方向に並列配置されている
This gear 91 is a gear 9 fixed to an output shaft 93 of a motor 92 disposed on one vertical portion 75A of the support frame γ5.
It is meshed with 4. On the other hand, a bracket 95 is fixed to the lower end of the vertical frame 85 to rotatably support a shaft 96.
97 and 98 (see FIG. 6 for 98) are fixed. Chains 100 and 101 are stretched over the sprockets 89 and 9T and 90 and 98, respectively, and a plurality of cutters 10 are provided on the surfaces of these chains 100 and 101.
2 are arranged in parallel in the traveling direction at a predetermined interval.

前記複数個のカッタ102は、略E字状に形成されて前
記チェーン100 、101の表面側に共通に配設され
溝103の前面を掘削する複数個の前面掘削用カッタ1
04ど、略コ字状に形成されて前記チェーン100 、
101の外端にそれぞれ配設され溝103の側面を掘削
する複数個の側面掘削用カッタ105とで構成されてい
る。この場合、側面掘削用カッタ105は第1図に示す
ように隣接するー・対の前向掘削用カッタ104の前後
に配設されるO 前記支持枠75の下端部前方には排土機構を構成スルベ
ルトコンベア式排土機110が配設されている。このベ
ルトコンベア式排土機110は第1図、第2図および第
4図に示すように前記支持枠75の垂直部75A、75
B間に横架されたブラケット111と、このブラケット
111の先端部に配設され左右方向に長く延在し第1図
左下りに傾斜した無端ベルト112と、この無端ベルト
112を走行させるモータ113とで構成されている。
The plurality of cutters 102 are formed in a substantially E-shape and are commonly disposed on the front surface side of the chains 100 and 101, and are a plurality of front excavation cutters 1 for excavating the front surface of the groove 103.
04, the chain 100 is formed into a substantially U-shape;
It is comprised of a plurality of cutters 105 for side excavation, each of which is disposed at the outer end of the groove 101 and excavates the side surface of the groove 103. In this case, as shown in FIG. 1, the side excavation cutter 105 is disposed before and after the adjacent pair of forward excavation cutters 104. Structure: A sulbelt conveyor type earth removal machine 110 is provided. As shown in FIGS. 1, 2, and 4, this belt conveyor type earth removal machine 110 has vertical portions 75A, 75 of the support frame 75.
A bracket 111 suspended horizontally between B, an endless belt 112 disposed at the tip of the bracket 111, extending long in the left-right direction and tilting downward to the left in FIG. 1, and a motor 113 for running the endless belt 112. It is made up of.

なお、114はカッタ102の背面倶iff、覆うイ呆
護板である。
Note that 114 is a back cover plate that covers the back surface of the cutter 102.

このような構成において掘削袋[5Bによる溝掘削動作
について説明する。
The trench digging operation by the excavation bag [5B] in such a configuration will be explained.

掘削装置58は懸吊保持機構57によってほぼ垂直に保
持され、ブーム40の俯仰によって昇降および前後に移
動され、かつ旋回装置41の回転台44がモータ47の
駆動によって第2図時計もしくは反時計方向に回動され
ることによυ前記ブー)、40と一体に左右方向(矢印
C方向)に回動される。′また、掘削装置58は懸吊保
持機構57によって無方向に傾動される6、す女わち、
左右一対の油圧シリンダ70.71を同時に伸長もしく
は収縮させると、第1回動体62が一対の軸60.61
を中心と[7て第1図矢印a方向に回動するため、掘削
装置58は前後に傾動する。一方、第1回動体6.2に
配設された一対の油圧シリンダ72.73の一方を伸長
させ、他方をこの伸長に相当する量だけ収縮させると、
第2回動体66が軸64 、65を中心として第4図矢
印す方向に回動するため、掘削装置58は左右に傾動す
る。そして、モータγ8を駆動すると、その出力軸の回
転が歯車80゜81を介して支持枠75の軸79に伝達
されるため、掘削装置58は第1図矢印d方向に回動す
る。
The excavating device 58 is held almost vertically by a suspension holding mechanism 57, and is moved up and down and back and forth by the elevation of the boom 40, and the rotary table 44 of the swivel device 41 is rotated clockwise or counterclockwise in FIG. 2 by the drive of the motor 47. By being rotated, it is rotated in the left-right direction (in the direction of arrow C) together with υ (boo) and 40. 'Also, the excavating device 58 is tilted in no direction by the suspension holding mechanism 57, ie,
When the left and right pair of hydraulic cylinders 70.71 are simultaneously extended or contracted, the first rotating body 62 rotates around the pair of shafts 60.61.
Since it rotates in the direction of arrow a in FIG. 1 about [7], the excavating device 58 tilts back and forth. On the other hand, if one of the pair of hydraulic cylinders 72.73 disposed on the first rotating body 6.2 is extended and the other is contracted by an amount corresponding to this extension,
Since the second rotating body 66 rotates about the shafts 64 and 65 in the direction indicated by the arrow in FIG. 4, the excavating device 58 tilts left and right. When the motor .gamma.8 is driven, the rotation of its output shaft is transmitted to the shaft 79 of the support frame 75 through the gears 80.degree.

この場合、前記油圧シリンダ70.71による掘削装置
58の前後方向の傾動は、急斜面の最大傾斜面に沿って
走行車体2が登はんしながら溝掘削を行う際、前記掘削
装置58を常に垂直に保つ上で有効とされる。また、油
圧シリンダ72.73による掘削装置58の第4図矢印
す方向への傾動(は、走行車体2が急斜面を等直線に沿
って横行しながら溝を掘削する際、カッタ102に対す
る側圧が溝の山側壁面と谷側壁面とで異なり、掘削装置
58を傾けようとする力が働くため、これを相殺する上
で有効とされる。さらに、モータ78による掘削装置5
8の第1図矢印d方向の回動け、第8図(、)に示す崖
等の障害物140に近接した溝103゜同図(b)に示
す屈曲、ジグザグ部分等を含む溝141等の掘削におい
て常に溝掘削方向に前面掘削用カッタ104を指向さぜ
るため有効とされる。1だ、ブーム40の第2図矢印C
方向への旋回は側方溝の掘削に有効とされ、丑だ旋回並
びにブーツ・40自体の伸縮による掘削装置580前後
方向−\の移動id:S字溝およびコ字状溝の掘削に有
効とされ、さらにブーツ、40の俯仰による掘削装置5
8の一ヒ下移動は溝深さの調整に有効とされる。
In this case, the longitudinal tilting of the excavating device 58 by the hydraulic cylinders 70, 71 always keeps the excavating device 58 vertically when excavating a trench while the traveling vehicle body 2 climbs along the maximum slope of a steep slope. It is said to be effective in keeping the Further, when the excavating device 58 is tilted in the direction indicated by the arrow in FIG. Since the mountain-side wall surface and the valley-side wall surface exert different forces that try to tilt the excavating device 58, this is effective in canceling out this force.
8 in the direction of arrow d in FIG. This is effective because the front excavation cutter 104 is always directed in the trench excavation direction during excavation. 1, arrow C in the second diagram of boom 40
Swinging in the direction is effective for excavating lateral grooves, and movement of the excavation device 580 in the front-rear direction -\ by oscillating and expanding and contracting the boot 40 itself is effective for excavating S-shaped grooves and U-shaped grooves. and further boots, 40 elevation drilling rigs 5
The downward movement of 8 is said to be effective for adjusting the groove depth.

支持枠γ5に配設されたチェーン駆動用のモータ92(
第4図参照)を駆動すると、その回転は出力軸93−歯
車94−歯車91−軸88−−一対のスプロケット89
.90を介してチェーン100゜101に伝達され、カ
ッタ102を第1図矢印C方向、すなわち縦フレーム8
5の前方側ではカッタ102を下から」二方に向って、
背面側では上方より下方に向って走行させる。そして、
掘削装置58をブーム40によって徐々に下降させてい
くと、前記カッタ102による溝103の掘削が行われ
る。前記カッタ102によって上方にはね上げられた掘
削土砂はベルトコンベア式排土機110のベルト112
上に落下される。このベルト112はモータ113によ
って回転走行されるため、該ベルl−112上に落下さ
れた掘削土砂は走行車体2の一側に運搬排土される。な
お、前記ベルトコンベア式排土機110のブラケツl−
111は前記カッタ102によってはね上げられた掘削
土砂をベルト112上に落下させるガイド板としての機
能をも果す。
A chain drive motor 92 (
(see Fig. 4), the rotation is caused by the output shaft 93 - gear 94 - gear 91 - shaft 88 - pair of sprockets 89.
.. 90 to the chain 100° 101, and moves the cutter 102 in the direction of arrow C in FIG.
5, cutter 102 from below in two directions.
On the back side, it runs from the top to the bottom. and,
When the excavating device 58 is gradually lowered by the boom 40, the trench 103 is excavated by the cutter 102. The excavated earth and sand thrown upward by the cutter 102 is transferred to a belt 112 of a belt conveyor type earth remover 110.
be dropped above. Since this belt 112 is rotated by a motor 113, the excavated earth and sand dropped onto the belt 112 is transported and discharged to one side of the traveling vehicle body 2. In addition, the bracket l- of the belt conveyor type earth removal machine 110
111 also functions as a guide plate for causing the excavated earth and sand thrown up by the cutter 102 to fall onto the belt 112.

かくしてこのような構成からなる溝掘削機1によれば第
8図(a)、(b)に示したように直線溝2曲線溝、ジ
グザグ溝等の各種の溝を連続的にかつ自在に掘削するこ
とができる。但し、曲線溝、ジグザグ溝等の掘削におい
ては、ブーl、40の旋回速度と走行車体2の走行速度
に応じて掘削装置58の第1図矢印d方向の回転を制衛
1する必要があるが、このような制御はコンピュータ制
御によって簡単に行うことが可能である。
Thus, the groove excavator 1 having such a configuration can continuously and freely excavate various grooves such as straight grooves, 2 curved grooves, and zigzag grooves, as shown in FIGS. 8(a) and 8(b). can do. However, when excavating curved grooves, zigzag grooves, etc., it is necessary to control the rotation of the excavating device 58 in the direction of arrow d in FIG. However, such control can be easily performed by computer control.

さらに、必要に応じて走行車CB2の前後進にあわせて
ブーム40を作動1トυ剣jtハトす、第8図(c)に
示す縦穴143.短い過144.連接滝145.もしく
はこれらの再掘削もr=J能である。また、掘削装置5
8はブーム40に懸吊保持され、走行車体2の後方もし
くはブーム40の旋回により側方に適宜間隔を保って位
置されるため、その間に々ンる比較的背の低い障害物を
越えた溝掘削を可能にする。
Furthermore, if necessary, the boom 40 is operated in accordance with the forward and backward movement of the traveling vehicle CB2, and the vertical hole 143 shown in FIG. 8(c) is operated. Short 144. Connecting waterfall 145. Alternatively, these re-excavations also have r=J capability. In addition, drilling equipment 5
8 is suspended from the boom 40 and positioned at an appropriate distance to the rear of the traveling vehicle body 2 or to the sides by turning the boom 40, so that it is possible to cross over relatively short obstacles that may be in between. Allows for excavation.

加えて、走行車体2は急斜面において左右の走行装置6
A、6Bの高さを変えることによシはぼ水平に保持され
るため、操縦性、安全性および走行性に優れ、鉛直溝の
掘削を可能にする。
In addition, the traveling vehicle body 2 is mounted on the left and right traveling devices 6 on a steep slope.
By changing the heights of A and 6B, the machine can be held almost horizontally, resulting in excellent maneuverability, safety and running performance, and enables excavation of vertical trenches.

なお、走行車体2の後端部側に掘削装置58′fc配設
している−ので、走行車体2の前端部に第1図鎖線で示
す周知のショベル、ドーザ、バックホー等の各種アタッ
チメン)150’を付加することも可能である。また、
このようなアタッチメント150を掘削地の土質に応じ
て装着すれば、溝掘削機1としての性能が向上し、作業
自体を効果的に行える上経済的である。
Since the excavator 58'fc is disposed at the rear end of the vehicle body 2, various attachments (such as well-known excavators, dozers, backhoes, etc.) 150 are attached to the front end of the vehicle body 2, as indicated by chain lines in FIG. It is also possible to add '. Also,
If such an attachment 150 is installed according to the soil quality of the excavated area, the performance of the trench excavator 1 will be improved, and the work itself can be performed effectively and economically.

さらにまた、左右の走行装置6A、6Bはそれぞれ独立
に傾動されるため、地面の変化に追従して個々独立に傾
動されれば、履帯21の下面が全巾に亘って接地するた
め、荷重集中を防止し、不斉波状地における走行をも容
易にする。
Furthermore, since the left and right traveling devices 6A and 6B are tilted independently, if they are tilted independently following changes in the ground, the lower surface of the crawler track 21 will be in contact with the ground over its entire width, so the load will be concentrated. It also makes it easier to drive on uneven terrain.

また上記実施例は第3図および第5図に示すように懸架
装置TA、TBの各アーム30 、31 x単にプレー
ト12に固定した場合について示したが、本発明はこれ
に限らず軸を介して前記プレート12を各アーム30.
31に上下方向に回動自在に連結し、かつアーム用の油
圧シリンダ34.35(35は第2図参照)とは別個に
走行装置用の油圧シリンダを該走行装置と走行車体2間
に配設し、走行装置を上下方向に2段に回動させるよう
にしてもよい。
Furthermore, as shown in FIGS. 3 and 5, in the above embodiment, the arms 30 and 31x of the suspension systems TA and TB are simply fixed to the plate 12, but the present invention is not limited to this, and the plate 12 to each arm 30.
31 so as to be rotatable in the vertical direction, and separate from the arm hydraulic cylinders 34 and 35 (see FIG. 2 for 35), a hydraulic cylinder for the traveling device is arranged between the traveling device and the traveling vehicle body 2. The traveling device may be rotated in two stages in the vertical direction.

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明に係る溝掘削機は走行車体上
に俯仰自在でかつ旋回自在なブームを設置し、このブー
ムの先端に略柱状の掘削装置を懸吊保持機構を介して配
設し、前記掘削装置を駆動装置によってその中心軸回シ
に回動させるように構成したので、直線溝9曲線溝はも
とよシ樹木等の障害物を迂回囲繞する溝、ジグザグ溝、
折返し連続溝等の各種溝並びに短かい溝、縦穴、連接溝
等を自在に掘削することができる。−ま1′c1懸吊保
持機構によって掘削装置金無力向に傾動自在に保持すれ
ば、傾面での鉛直溝の掘削を可能とする。
As explained above, the trench excavator according to the present invention has a boom that can be elevated and rotated freely on the traveling vehicle body, and a substantially columnar excavation device is disposed at the tip of this boom via a suspension holding mechanism. , the excavation device is configured to be rotated about its central axis by a drive device, so that in addition to straight grooves, 9 curved grooves, grooves that circumvent and surround obstacles such as trees, zigzag grooves,
Various types of grooves such as folded continuous grooves, short grooves, vertical holes, connecting grooves, etc. can be freely excavated. -1'c1 If the excavator is held so as to be tiltable in the neutral direction by the suspension holding mechanism, it becomes possible to excavate a vertical groove on an inclined surface.

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

第1図は本発明に係る溝掘削機の一実施例金示す一部破
断側面図、第2図は同機の一部破断正面図、第3図は同
機の一部破断正面図、第4図は掘削装置の一部破断背面
図、第5図は走行装置の要部断面図、第6図は第1図■
−V線断面図、第7図はアームの要部斜視図、第8図(
a)、(b)、(e)はそれぞれ掘削状態を示す平面図
である。 1・・・・溝掘削機、2・・・・走行車体、6A、6B
・・・・走行装置、40・・・・ブーム、41・・・・
旋回装置、57・・・・懸吊保持機構、58・・・・掘
削装置、78・・・・駆動装置。 第3図 第5図 3 第4図 第6図
Fig. 1 is a partially cutaway side view showing an embodiment of a trench excavator according to the present invention, Fig. 2 is a partially cutaway front view of the same machine, Fig. 3 is a partially cutaway front view of the same machine, and Fig. 4 is a partially cutaway rear view of the drilling equipment, Figure 5 is a sectional view of the main part of the traveling equipment, and Figure 6 is Figure 1.
-V line sectional view, Figure 7 is a perspective view of the main part of the arm, Figure 8 (
a), (b), and (e) are plan views each showing an excavation state. 1... trench excavator, 2... traveling vehicle body, 6A, 6B
...Travelling device, 40...Boom, 41...
Swivel device, 57... Suspension holding mechanism, 58... Excavation device, 78... Drive device. Figure 3 Figure 5 Figure 3 Figure 4 Figure 6

Claims (2)

【特許請求の範囲】[Claims] (1)走行車体と、この走行車体の両側に配設された走
行装置と、この走行車体上に旋回自在にかつ俯仰自在に
配設されたブームと、このブームによって懸吊保持され
た略柱状の掘削装置と、この掘削装置をその中心軸回シ
に回動させる駆動装置とを備えたこと全特徴とする溝掘
削機。
(1) A traveling vehicle body, a traveling device disposed on both sides of this traveling vehicle body, a boom disposed on this traveling vehicle body so as to be able to turn freely and raise and lower, and a generally columnar shape suspended and held by this boom. 1. A trench excavator comprising: an excavator; and a drive device that rotates the excavator around its central axis.
(2)掘削装置を懸吊保持する機構は前記掘削装置を無
方向に揺動自在に保持することを特徴とする特許請求の
範囲第1項記載の溝掘削機。
(2) The trench excavator according to claim 1, wherein the mechanism for suspending and holding the excavating apparatus holds the excavating apparatus so as to be swingable in any direction.
JP2606783A 1983-02-18 1983-02-18 Trencher Pending JPS59154237A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2606783A JPS59154237A (en) 1983-02-18 1983-02-18 Trencher

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2606783A JPS59154237A (en) 1983-02-18 1983-02-18 Trencher

Publications (1)

Publication Number Publication Date
JPS59154237A true JPS59154237A (en) 1984-09-03

Family

ID=12183333

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2606783A Pending JPS59154237A (en) 1983-02-18 1983-02-18 Trencher

Country Status (1)

Country Link
JP (1) JPS59154237A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01164336U (en) * 1988-04-28 1989-11-16
EP1167636A1 (en) * 2000-06-21 2002-01-02 Georg Föckersperger GmbH Device for the introduction of a conduit
JP2015500410A (en) * 2011-12-14 2015-01-05 アイエイチシー エンジニアリング ビジネス リミテッドIhc Engineering Businesslimited Trench drilling apparatus and method
KR20160113132A (en) * 2014-01-24 2016-09-28 아이에이치씨 엔지니어링 비니지스 리미티드 Trenching apparatus with levelling means
JP6254670B1 (en) * 2016-12-28 2017-12-27 株式会社Kgフローテクノ Continuous wall excavator
KR101886969B1 (en) * 2017-06-30 2018-08-13 진창곡 Ground excavating able to be attached general excavator

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49129302A (en) * 1973-04-16 1974-12-11

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49129302A (en) * 1973-04-16 1974-12-11

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01164336U (en) * 1988-04-28 1989-11-16
EP1167636A1 (en) * 2000-06-21 2002-01-02 Georg Föckersperger GmbH Device for the introduction of a conduit
JP2015500410A (en) * 2011-12-14 2015-01-05 アイエイチシー エンジニアリング ビジネス リミテッドIhc Engineering Businesslimited Trench drilling apparatus and method
KR20160113132A (en) * 2014-01-24 2016-09-28 아이에이치씨 엔지니어링 비니지스 리미티드 Trenching apparatus with levelling means
JP2017503941A (en) * 2014-01-24 2017-02-02 アイエイチシー エンジニアリング ビジネス リミテッドIhc Engineering Business Limited Grooving apparatus with leveling means
JP6254670B1 (en) * 2016-12-28 2017-12-27 株式会社Kgフローテクノ Continuous wall excavator
KR101886969B1 (en) * 2017-06-30 2018-08-13 진창곡 Ground excavating able to be attached general excavator

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