Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH025853B2 - - Google Patents
[go: Go Back, main page]

JPH025853B2 - - Google Patents

Info

Publication number
JPH025853B2
JPH025853B2 JP57155066A JP15506682A JPH025853B2 JP H025853 B2 JPH025853 B2 JP H025853B2 JP 57155066 A JP57155066 A JP 57155066A JP 15506682 A JP15506682 A JP 15506682A JP H025853 B2 JPH025853 B2 JP H025853B2
Authority
JP
Japan
Prior art keywords
vehicle body
traveling
excavation
traveling vehicle
earth
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 - Lifetime
Application number
JP57155066A
Other languages
Japanese (ja)
Other versions
JPS5944436A (en
Inventor
Yosho 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 JP15506682A priority Critical patent/JPS5944436A/en
Publication of JPS5944436A publication Critical patent/JPS5944436A/en
Publication of JPH025853B2 publication Critical patent/JPH025853B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/08Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain
    • E02F3/086Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain vertically shiftable relative to the frame
    • 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
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)

Description

【発明の詳細な説明】 本発明は平地、斜面、山地、不斉地等の各種地
形において走行車体の安定性を保ちつつ直線溝、
曲線溝、ジグザグ溝等任意の溝を連続的にかつ自
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 The present invention is designed to maintain the stability of the running vehicle body on various terrain such as flat land, slopes, mountains, uneven terrain, etc.
This invention relates to a groove excavator that can continuously and freely excavate any groove such as a curved groove or a zigzag groove.

従来からこの種の溝掘削機においてはチエンラ
ダー式、ロータリーバケツ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
困難であつた。特に、鋭角(又は鈍角)で折れ曲
つ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
で掘り下げ、次いで溝掘削機を前進させるといつ
た作業手順を繰返す必要があつた。このため、山
地、丘陵等の斜面において等高線に沿つた溝、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、その他折り返し溝等の
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 excavator has been equipped with a chain ladder type, rotary bucket type, etc. excavating device on the traveling vehicle body, but due to the structure of the excavating device itself, all of these machines can only excavate straight grooves, and cannot excavate curved grooves etc. was difficult. In particular, when excavating so-called zigzag grooves that are bent at acute angles (or obtuse angles), it is difficult to change direction at the bend.
Once the excavation work is interrupted, the excavation equipment is pulled out from the trench, the trench excavation machine is turned in a predetermined direction, the excavation equipment is used to dig into the ground again until it reaches the predetermined depth, and then the trench excavation machine is moved forward. It was necessary to repeat the same work procedure. For this reason, it is not suitable for excavating grooves along contour lines on slopes of mountains, hills, etc., curved grooves surrounding or bypassing trees, rocks, etc., orthogonal grooves for building root cutting work, etc., and other turning grooves. It has the disadvantage of lacking in sex.

本発明は上述したような点に鑑みてなされたも
ので、その第1の目的は掘削装置を走行車体と、
この走行車体の両側に配設された走行装置と、前
記走行車体の長手方向略中央部で重心位置付近に
おいて該走行車体を上下に貫通するよう配設され
車体中央部直下の地面を掘削し、その土砂を走行
車体の上方に導く昇降自在な掘削装置と、前記走
行車体の上面中央部に上下、左右方向に移動自在
に配設され、前記掘削装置によつて掘削された土
砂を受け取り走行車体の側方に運搬排土する排土
機と、この排土機を溝掘削深さに応じて昇降させ
る駆動源と、前記排土機を左右方向に移動させ、
非掘削時には車体中央に格納する駆動源とで構成
することにより、走行車体をその場にて方向転換
させることができ、また直線溝はもとより小さな
曲率の曲線溝やジグザグ溝等を安全かつ連続的に
掘削することができるようにした溝掘削機を提供
することにある。
The present invention has been made in view of the above-mentioned points, and its first purpose is to connect an excavation device with a traveling vehicle body,
a traveling device disposed on both sides of the traveling vehicle; and a traveling device disposed approximately at the center in the longitudinal direction of the traveling vehicle so as to vertically penetrate the traveling vehicle in the vicinity of the center of gravity, excavating the ground directly under the central portion of the vehicle; An excavation device that can be raised and lowered to guide the earth and sand above the traveling vehicle body; and an excavation device that is disposed at the center of the upper surface of the traveling vehicle body so as to be movable vertically and horizontally, and that receives the earth and sand excavated by the excavation device, and the traveling vehicle body an earth remover that transports and removes earth to the side; a drive source that raises and lowers this earth remover according to the trench excavation depth; and a drive source that moves the earth earth remover in the left and right direction;
When not excavating, it is configured with a drive source stored in the center of the vehicle body, making it possible to change the direction of the traveling vehicle body on the spot.In addition, it can safely and continuously cut not only straight grooves but also curved grooves with small curvatures and zigzag grooves. The objective is to provide a trench excavator that can be used to excavate.

以下、本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 present invention will be described in detail based on embodiments shown in the drawings.

第1図は本発明に係る溝掘削機の一実施例を示
す側断面図、第2図は第1図A−A線断面図、第
3図は同掘削機の要部を一部破断して示す平面
図、第4図は第3図B−B線断面図、第5図は第
1図C−C線断面図である。第1図において、全
体を符号1で示す溝掘削機は、前後方向に長く延
在し、中央に開口3(第3図参照)が設けられた
走行車体2を備え、この走行車体2にはエンジン
4、同エンジン4によつて駆動されて油圧を発生
させる油圧動力装置5、同油圧動力装置5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
る油圧制御装置6をはじめ、各種装置が搭載され
ている。そして、走行車体2の前端部上面には作
業員7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、機構等の操作を行う運転室8が
設けられ、また該走行車体2の両側には後述する
一対の走行装置11A,11B(第3図参照)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、これらの走行装置11A,11Bは
走行車体2の両側にそれぞれ独立に昇降自在に配
設された前後一対の可変懸架装置10A,10B
および10C,10Dによつて共通に保持されて
いる。
Fig. 1 is a side sectional view showing an embodiment of a trench excavator according to the present invention, Fig. 2 is a sectional view taken along line A-A in Fig. 1, and Fig. 3 is a partially cutaway view of the main parts of the excavator. FIG. 4 is a sectional view taken along the line B--B in FIG. 3, and FIG. 5 is a sectional view taken along the line C--C in FIG. 1. In FIG. 1, the trench excavator, which is designated as a whole by reference numeral 1, is equipped with a running body 2 that extends long in the front-rear direction and has an opening 3 (see FIG. 3) in the center. Various devices including an engine 4, a hydraulic power device 5 driven by the engine 4 to generate hydraulic pressure, and a hydraulic control device 6 that controls the hydraulic pressure from the hydraulic power device 5 to operate various hydraulic devices described later. is installed. A driver's cab 8 is provided on the upper surface of the front end of the traveling vehicle body 2 in which a worker 7 rides and operates the trench excavator 1 itself and various devices and mechanisms described later. A pair of traveling devices 11A and 11B (see FIG. 3), which will be described later, are disposed on both sides and extend over almost the entire length of the traveling vehicle body 2. These traveling devices 11A and 11B include a pair of front and rear variable suspension devices 10A and 10B that are arranged on both sides of the traveling vehicle body 2 so that they can be raised and lowered independently.
It is held in common by 10C and 10D.

前記可変懸架装置10A,10B,10C,1
0Dは左右前後全て同一に構成されているため、
その1つ、例えば車体前方から見て左側前方の懸
架装置10Aを第3図に基づいて詳述すると、走
行車体2の側面に配設され上下方向に延在するガ
イドブロツク13と、断面形状が略〓形をなして
上下方向に延在し前記ガイドブロツク13に対し
て上下方向に摺動自在に嵌合するスライド脚14
と、このスライド脚14を上下動させるための油
圧シリンダ15とで構成されている。前記油圧シ
リンダ15のシリンダ部は走行車体2に固定さ
れ、ロツド部は前記スライド脚14に連結されて
いる。したがつて、油圧シリンダ15の駆動によ
つてロツド部が伸縮すると、スライド脚14はガ
イドブロツク13に沿つて上下方向に摺動し、こ
れによつて走行装置11Aの前端部高さを任意に
変化させる。この高さ制御は油圧シリンダ15に
供給される圧油の調整によつて行われ、走行地形
或いは掘削の状態に応じて各可変懸架装置10
A,10B,10C,10Dのスライド脚14,
14b,14c,14dを油圧シリンダ15,1
5b,15c,15dによつて左右の前後を同時
に、或いはまた全てのスライド脚14,14b,
14c,14dを同時に作動させることにより、
左右の走行装置11A,11Bの高さを変え、走
行車体2の左右傾斜をほぼ水平に保持し、あるい
は作業地形に応じた車高変換を行う。なお、この
場合、各油圧シリンダ15,15b,15c,1
5dの伸縮制御は走行車体2に取付けられている
傾斜検出器(図示せず)の信号により前記油圧制
御装置6を介して自動的にもしくは手動で行われ
る。
The variable suspension devices 10A, 10B, 10C, 1
Since 0D has the same configuration on the left, right, front, and back,
One of them, for example, the front left suspension system 10A when viewed from the front of the vehicle body, will be described in detail with reference to FIG. A slide leg 14 having a substantially square shape and extending in the vertical direction and fitting into the guide block 13 so as to be slidable in the vertical direction.
and a hydraulic cylinder 15 for moving the slide leg 14 up and down. The cylinder portion of the hydraulic cylinder 15 is fixed to the traveling vehicle body 2, and the rod portion is connected to the slide leg 14. Therefore, when the rod part expands and contracts by driving the hydraulic cylinder 15, the slide leg 14 slides in the vertical direction along the guide block 13, thereby arbitrarily adjusting the height of the front end of the traveling device 11A. change. This height control is performed by adjusting the pressure oil supplied to the hydraulic cylinder 15, and each variable suspension system 10 is adjusted according to the traveling terrain or excavation state.
A, 10B, 10C, 10D slide legs 14,
14b, 14c, 14d are hydraulic cylinders 15, 1
5b, 15c, 15d at the same time on the left and right front and back, or all slide legs 14, 14b,
By operating 14c and 14d simultaneously,
The heights of the left and right traveling devices 11A, 11B are changed to maintain the left and right slope of the traveling vehicle body 2 substantially horizontally, or the vehicle height is changed according to the working terrain. In this case, each hydraulic cylinder 15, 15b, 15c, 1
The expansion/contraction control 5d is performed automatically or manually via the hydraulic control device 6 based on a signal from a tilt detector (not shown) attached to the traveling vehicle body 2.

前記左右一体の走行装置11A,11Bは左右
同一構造をなすためその一方11Aのみを主とし
て第3図および第4図に基づいて詳述すると、走
行車体2の側方に位置して前後方向に長く延在す
るフレーム20を備えている。このフレーム20
は、該フレーム20と同一側の車体側面に配設さ
れた前記前後一対の可変懸架装置10A,10B
に連結保持されるもので、そのためフレーム20
の内側面には前後一対のアーム21A,21Bの
外端が連結されている。前方側のアーム21Aの
内端は前方側の可変懸架装置10Aを構成する前
記ガイドブロツク13の下端面に軸受31(第1
図参照)を介して回動自在に連結されている。ま
た、このアーム21Aの中間部は一端が前記可変
懸架装置10Aのスライド脚14の高さ方向中間
部に回動自在に連結された油圧シリンダ24Aの
他端に回動自在に連結されている。一方、後方側
のアーム21Bの内端は後方側の可変懸架装置1
0Bを構成するガイドブロツク13bの下端面に
軸受22を介して回動自在に連結されている。ま
た、このアーム21Bの中間部は一端が前記ガイ
ドブロツク13bに摺動自在に嵌合保持されてい
るスライド脚14bの高さ方向中間部に回動自在
に連結された油圧シリンダ24Bの他端に連結さ
れている。
Since the left and right integrated traveling devices 11A and 11B have the same structure on the left and right, only one of them 11A will be described in detail based mainly on FIGS. 3 and 4. It includes an extending frame 20. This frame 20
The pair of front and rear variable suspension devices 10A and 10B are arranged on the side of the vehicle body on the same side as the frame 20.
is connected to and held by the frame 20.
The outer ends of a pair of front and rear arms 21A, 21B are connected to the inner surface of the arm. The inner end of the front arm 21A is attached to a bearing 31 (the first
(see figure). Moreover, one end of the intermediate portion of this arm 21A is rotatably connected to the other end of a hydraulic cylinder 24A, which is rotatably connected to the heightwise intermediate portion of the slide leg 14 of the variable suspension device 10A. On the other hand, the inner end of the rear arm 21B is connected to the rear variable suspension device 1.
It is rotatably connected to the lower end surface of the guide block 13b constituting 0B via a bearing 22. The intermediate portion of the arm 21B is connected to the other end of a hydraulic cylinder 24B, which is rotatably connected to the intermediate portion in the height direction of the slide leg 14b, which is slidably fitted and held in the guide block 13b. connected.

前記フレーム20の前端面には水平な軸27が
ブラケツト26を介して回転自在に配設されてお
り、この軸27の各軸端にはそれぞれ誘導輪28
A,28Bが固定されている。一方、フレーム2
0の後端面には減速機付油圧モータ29がブラケ
ツト30を介して配設されている。前記油圧モー
タ29の出力軸35にはスプロケツトからなる一
対の起動輪36A,36Bが固定されている。そ
して、フレーム20の中央部、すなわち前記一対
のアーム21A,21B間の両側面には複数個の
下部転輪37がブラケツト38を介して回転自在
に配設されている。前記一対の誘導輪28A,2
8B間には履帯40が掛け渡されて前記フレーム
20の上下面を覆つている。この履帯40の外周
面には全周に亘つてグローサ41が一体的に設け
られる一方、内周面には前記各起動輪36A,3
6Bに対応して2条の駆動チエン44A,44B
が全周に亘つて設けられると共に履帯40の外れ
(左右方向の移動)を防止する2条の突条体46
A,46Bが一体的に突設されている。前記駆動
チエン44A,44Bは履帯40の後端側屈曲部
において前記一対の起動輪36A,36Bの歯と
それぞれ噛合し、これによつて前記油圧モータ2
9の駆動による出力軸35の回転が前記起動輪3
6A,36Bおよび駆動チエン44A,44Bを
介して履帯40に伝達され、該履帯40を回転走
行させるようにしている。したがつて、左右一対
の走行装置11A,11Bの履帯40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11A,11Bの油圧モータ29の回
転速度を変えてカーブ内側となる履帯40を制動
することにより行われる。すなわち、左右の走行
装置11A,11Bは個々独立に駆動される油圧
モータ29を備え、独立にあるいは連動して駆動
制御されることにより、走行車体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 horizontal shaft 27 is rotatably disposed on the front end surface of the frame 20 via a bracket 26, and a guide wheel 28 is provided at each end of the shaft 27.
A and 28B are fixed. On the other hand, frame 2
A hydraulic motor 29 with a reduction gear is disposed on the rear end surface of the motor 0 with a bracket 30 interposed therebetween. A pair of starting wheels 36A and 36B made of sprockets are fixed to the output shaft 35 of the hydraulic motor 29. A plurality of lower wheels 37 are rotatably disposed at the center of the frame 20, that is, on both sides between the pair of arms 21A and 21B via brackets 38. The pair of guide wheels 28A, 2
A crawler belt 40 is stretched between 8B and covers the upper and lower surfaces of the frame 20. Grousers 41 are integrally provided on the outer peripheral surface of this crawler belt 40 over the entire circumference, while the respective driving wheels 36A, 3 are provided on the inner peripheral surface.
Two drive chains 44A, 44B corresponding to 6B
Two protrusions 46 are provided around the entire circumference and prevent the crawler belt 40 from coming off (movement in the left and right direction).
A and 46B are integrally provided in a protruding manner. The drive chains 44A, 44B mesh with the teeth of the pair of starting wheels 36A, 36B, respectively, at the bent portion on the rear end side of the crawler track 40, thereby causing the hydraulic motor 2
The rotation of the output shaft 35 due to the drive of the starting wheel 3
6A, 36B and drive chains 44A, 44B to the crawler belt 40, causing the crawler belt 40 to rotate. Therefore, when the tracks 40 of the pair of left and right traveling devices 11A, 11B are rotated in the same direction at the same speed, the traveling vehicle body 2 moves forward or backward in a straight line, and when turning left and right, the tracks 40 of the left and right traveling devices 11A, 11B rotate. This is done by changing the rotational speed of the hydraulic motor 29 of 11B and braking the crawler belt 40 on the inside of the curve. That is, the left and right traveling devices 11A, 11B are equipped with hydraulic motors 29 that are driven independently, and are driven and controlled independently or in conjunction with each other, thereby enabling the traveling vehicle body 2 to move forward and backward and turn left and right. It is something.

この場合、平地走行においては左右の走行装置
11A,11Bを同一高さとし、走行車体2のグ
ランドクリアランスおよび水平を保持して走行す
る。
In this case, when traveling on flat ground, the left and right traveling devices 11A and 11B are set at the same height, and the vehicle body 2 travels while maintaining ground clearance and horizontality.

また、各走行装置11A,11Bは前述した通
り前後一対の可変懸架装置10A,10Bおよび
10C,10Dに連結保持されると共に一対の油
圧シリンダ24A,24Bおよび24C,24D
(第3図参照)を備えているので、急斜面での安
定した走行を可能にする。すなわち、例えば第2
図に示す如く右下りの斜面における横行に際して
は、山側となる前後一対の可変懸架装置10A,
10Bを縮めて走行装置11Aを上昇させると同
時に前後一対の油圧シリンダ24A,24Bを縮
めて同走行装置11Aを第2図時計方向にアーム
21A,21Bの内端を回動中心として所定角度
回動させると、走行装置11Aの履帯40の下面
全体を斜面に接地させることができ、これと反対
に谷側となる前後一対の可変懸架装置10C,1
0Dを伸長して走行装置11Bを下げると同時に
前後一対の油圧シリンダ24C,24Dを伸長し
て同走行装置11Bを山側の走行装置11Aと同
一角度だけ谷側に回動させると、走行装置11B
の履帯40下面も斜面に対して完全密接するた
め、良好な接地圧を確保できるので、走行性能を
低下させることがない。また、地表面の崩壊、走
行車体2自体の横滑りを防止する。さらに、走行
装置11A,11Bの上下動により、走行車体2
は急斜面においても水平に保持されるため、急斜
面を自在に横行することができる。
Further, as described above, each traveling device 11A, 11B is connected and held to a pair of front and rear variable suspension devices 10A, 10B and 10C, 10D, and a pair of hydraulic cylinders 24A, 24B and 24C, 24D.
(See Figure 3), which enables stable running on steep slopes. That is, for example, the second
As shown in the figure, when traversing on a slope descending to the right, a pair of front and rear variable suspension systems 10A on the mountain side,
10B and raise the traveling device 11A. Simultaneously, the pair of front and rear hydraulic cylinders 24A, 24B are retracted to rotate the traveling device 11A clockwise in FIG. 2 by a predetermined angle around the inner ends of the arms 21A, 21B. By doing so, the entire lower surface of the crawler track 40 of the traveling device 11A can be brought into contact with the slope, and on the contrary, the pair of front and rear variable suspension devices 10C, 1 on the valley side can be brought into contact with the slope.
0D is extended to lower the traveling device 11B, and at the same time, the pair of front and rear hydraulic cylinders 24C and 24D are extended to rotate the traveling device 11B to the valley side by the same angle as the traveling device 11A on the mountain side.
Since the lower surface of the crawler track 40 is also in complete contact with the slope, good ground contact pressure can be ensured, so running performance is not degraded. Moreover, collapse of the ground surface and skidding of the traveling vehicle body 2 itself are prevented. Furthermore, due to the vertical movement of the traveling devices 11A and 11B, the traveling vehicle body 2
Since it remains horizontal even on steep slopes, it can freely traverse steep slopes.

前記走行車体2の中央部、すなわち溝掘削機1
の重心位置にはチエンラダー式掘削装置60が昇
降自在に配設され、これによつて直線溝、曲線
溝、折り返し溝等種々の溝掘削を可能にしてい
る。前記掘削装置60の構成を第1図〜第3図お
よび第5図に基づいて更に詳述すると、前記走行
車体2の中央部両側端にはそれぞれ前後に対向す
る一対の凸形ガイド64Aと64B,64Cと6
4Dが上方に延在して設けられ、これら凸形ガイ
ド64Aと64Bおよび64Cと64D間にそれ
ぞれスライドブロツク61A,61Bが上下方向
に摺動自在に嵌合されている。前記一対のスライ
ドブロツク61A,61B間には横フレーム62
が支架され、この横フレーム62の前面側中央部
には上下方向に延在する縦フレーム63の上端部
が強固に固定されている。前記縦フレーム63は
前記走行車体2の開口3を貫通する如く設けられ
てその上下端にはそれぞれスプロケツト66,6
7がブラケツト68,69および軸70,71を
介して回転自在に配設されている。前記横フレー
ム62の背面中央部には後方に延在する水平なブ
ラケツト75が配設されており、このブラケツト
75の先端にはフリースプロケツト76が軸77
を介して回転自在に配設されている。前記スプロ
ケツト66,67およびフリースプロケツト76
には無端状回転走行体としてのチエン79が張架
されており、このチエン79の結合ピン部両側端
には第1図に示すように小ローラ80が設けられ
ている。これらの小ローラ80は前記縦フレーム
63の略中央部背面に設けられた彎曲ブラケツト
81の前面に沿つて転動することにより、掘削装
置60の下端部、すなわち掘削部100において
は前記チエン79を縦フレーム63の前後面に沿
つてほぼ平行に走行させるようにしている。そし
て、このチエン79には多数のカツタ85が所定
の間隔をおいて配設されている。
The central part of the traveling vehicle body 2, that is, the trench excavator 1
A chain ladder excavator 60 is disposed at the center of gravity of the excavator 60 so as to be movable up and down, thereby making it possible to excavate various types of grooves such as straight grooves, curved grooves, and folded grooves. The construction of the excavation device 60 will be described in more detail with reference to FIGS. 1 to 3 and 5. A pair of convex guides 64A and 64B are provided at both ends of the central portion of the traveling vehicle body 2, respectively, facing each other in the front and rear. ,64C and 6
4D is provided extending upward, and slide blocks 61A and 61B are fitted between these convex guides 64A and 64B and between 64C and 64D so as to be slidable in the vertical direction. A horizontal frame 62 is provided between the pair of slide blocks 61A and 61B.
is supported, and the upper end portion of a vertical frame 63 extending in the vertical direction is firmly fixed to the center portion of the front side of the horizontal frame 62. The vertical frame 63 is provided so as to pass through the opening 3 of the traveling vehicle body 2, and has sprockets 66, 6 at its upper and lower ends, respectively.
7 is rotatably disposed via brackets 68, 69 and shafts 70, 71. A horizontal bracket 75 extending rearward is disposed at the center of the back of the horizontal frame 62, and a fleece sprocket 76 is connected to a shaft 77 at the tip of the bracket 75.
It is rotatably arranged through the. The sprockets 66, 67 and the fleece sprocket 76
A chain 79 as an endless rotating body is stretched over the chain 79, and small rollers 80 are provided at both ends of the connecting pin portion of the chain 79, as shown in FIG. These small rollers 80 roll along the front surface of a curved bracket 81 provided on the rear surface of the approximately central portion of the vertical frame 63, thereby moving the chain 79 at the lower end of the excavating device 60, that is, at the excavating section 100. It is made to run approximately parallel to the front and rear surfaces of the vertical frame 63. A large number of cutters 85 are arranged on this chain 79 at predetermined intervals.

前記各カツタ85は平面形状が略C字形で、断
面形状が略L字形を呈することにより、補助用リ
ブ86を一体に有する。この場合カツタ85の左
右方向に延在する前面部は溝101の前面を掘削
する前面掘削用カツタ85A(第5図参照)を構
成する一方、この前面掘削用カツタ85Aの左右
にそれぞれ位置して後方に延在する両側面部は前
記溝101の側面を掘削する側面掘削用カツタ8
5B,85Cを構成する。すなわち、本発明にお
けるカツタ85は溝101の前面および両側面を
同時に掘削する前面掘削用カツタ85Aと側面掘
削用カツタ85B,85Cとで構成されるもの
で、掘削部100においては前述した通りチエン
79が縦フレーム63の前後面に沿つてほぼ平行
に走行することにより該縦フレーム63の後方側
に位置するカツタが前方側のカツタに近接した軌
跡をたどつて走行する。このため、掘削部100
においては第5図に示すように前後のカツタ85
の間隔Dは狭く設定される。これは曲線溝、ジグ
ザグ溝等の掘削時における溝101の側面掘削お
よびカツタ85の上下動を円滑かつ確実に行い得
るようにするためのもので、カツタ85同士の干
渉を起さない範囲で適宜な値に設定される。
Each of the cutters 85 has a substantially C-shaped planar shape and a substantially L-shaped cross-section, thereby integrally having an auxiliary rib 86. In this case, the front portion of the cutter 85 extending in the left-right direction constitutes a front excavation cutter 85A (see FIG. 5) that excavates the front surface of the groove 101, while the front portion of the cutter 85 extending in the left-right direction constitutes a front excavation cutter 85A (see FIG. 5). Both side surfaces extending rearward are side excavation cutters 8 for excavating the side surfaces of the groove 101.
Configures 5B and 85C. That is, the cutter 85 according to the present invention is composed of a front excavation cutter 85A and side excavation cutters 85B and 85C that excavate the front and both side surfaces of the groove 101 at the same time. As a result, the cutter located on the rear side of the vertical frame 63 runs along a trajectory close to the cutter on the front side. For this reason, the excavation section 100
In this case, as shown in Fig. 5, the front and rear cutters 85 are
The interval D is set narrowly. This is to enable smooth and reliable side excavation of the groove 101 and vertical movement of the cutters 85 when excavating curved grooves, zigzag grooves, etc., and as long as the cutters 85 do not interfere with each other. set to a value.

なお、カツタ85は前記掘削用カツタ85Aと
側面掘削用カツタ85B,85Cを一体に設けた
場合を示したが、これに限らず分割構造前面掘削
用カツタ85Aと側面掘削用カツタ85B,85
Cをチエン79の走行方向にずらして配設しても
よいものである。また、カツタ85はかならずし
も略C字状に限らず半円形、楕円形等適宜な形状
とすることができ、望ましくは掘削部100にお
ける横断面形状を略々円形となし、直線溝とほぼ
同一の溝巾を有する曲線溝の掘削を可能にするも
のであればよい。
Note that the cutter 85 is shown in which the excavation cutter 85A and the side excavation cutters 85B, 85C are provided in one piece, but the cutter 85 is not limited to this, and may be a split structure front excavation cutter 85A and side excavation cutters 85B, 85.
C may be arranged so as to be shifted in the running direction of the chain 79. Further, the cutter 85 is not necessarily in a substantially C-shape, but may be in any suitable shape such as a semicircle or an ellipse. Desirably, the cross-sectional shape of the excavation portion 100 is substantially circular, and the cross-sectional shape of the cutter 85 is substantially the same as that of a straight groove. Any material may be used as long as it enables excavation of a curved groove having a groove width.

前記チエン79の走行は前記スライドブロツク
61A上に載置固定された油圧モータ90(第1
図および第2図参照)の駆動によつて行われる。
すなわち、この油圧モータ90の出力軸90Aに
はスプロケツト91が固定されており、このスプ
ロケツト91と前記スライドブロツク61Aに回
転自在に配設された軸92の一端に固定されたス
プロケツト93との間にチエン94が張架され、
さらに前記軸92の他端に固定された別のスプロ
ケツト95と前記縦フレーム63の上端にブラケ
ツト68を介して配設された軸70に固定されて
いる駆動スプロケツト97との間にチエン98が
張架されている。したがつて、前記油圧モータ9
0が駆動すると、その回転は出力軸90A−スプ
ロケツト91−チエン94−スプロケツト93−
軸92−スプロケツト95−チエン98−駆動ス
プロケツト97−スプロケツト66を介してチエ
ン79に伝達され、カツタ85を第1図矢印方
向、すなわち縦フレーム63の前方側ではカツタ
を下から上方に向つて、背面側では上より下方に
向つて走行作動させる。そして、掘削装置60を
掘削機上下装置110によつて徐々に下降させて
いくと、掘削部100による溝101の掘削が行
われる。
The movement of the chain 79 is controlled by a hydraulic motor 90 (first
(see Figures 1 and 2).
That is, a sprocket 91 is fixed to an output shaft 90A of this hydraulic motor 90, and a sprocket 93 is fixed to one end of a shaft 92 rotatably disposed on the slide block 61A. Chain 94 is stretched,
Further, a chain 98 is tensioned between another sprocket 95 fixed to the other end of the shaft 92 and a drive sprocket 97 fixed to a shaft 70 disposed at the upper end of the vertical frame 63 via a bracket 68. It is suspended. Therefore, the hydraulic motor 9
0 is driven, its rotation is caused by the output shaft 90A - sprocket 91 - chain 94 - sprocket 93 -
It is transmitted to the chain 79 via the shaft 92 - sprocket 95 - chain 98 - drive sprocket 97 - sprocket 66, and moves the cutter 85 in the direction of the arrow in FIG. On the back side, the movement is activated from the top to the bottom. Then, when the excavator 60 is gradually lowered by the excavator up/down device 110, the trench 101 is excavated by the excavator 100.

前記掘削機上下装置110は第1図〜第3図に
示すように減速機付油圧モータ112を備えてい
る。この油圧モータ112は前記凸型ガイド64
A,64B,64C,64Dの上端面間に横架さ
れた取付板111の上面中央部に固定配置され
て、2本の同一回転速度で逆回転される出力軸1
13A,113Bを有し、その夫々の軸端にはそ
れぞれ傘歯車114A,114Bが固定されてい
る。前記取付板111の上面には左右一対の軸受
け115A,115Bが固定されており、これら
の軸受115A,115Bによつて軸116,1
17をそれぞれ回転自在に軸支している。各軸1
16,117は前記出力軸113A,113Bと
直交する如く走行車体2の前後方向に延在し、か
つその両軸端にはそれぞれ傘歯車118Aと11
8B,119Aと119Bが固定されている。前
記軸116に固定されている前方側の傘歯車11
8Aは送りねじ120の上端に固定された傘歯車
121と螺合し、後方側の傘歯車118Bは前記
一方の出力軸113Aに固定されている前記傘歯
車114Aと噛合している。前記送りねじ120
は上下方向に長く延在して上下端が前記取付板1
11と走行車体2によつて回転自在に軸支され、
その途中に第3図下方のスライドブロツク61A
が螺合されている。換言すれば、スライドブロツ
ク61Aにはねじ孔(図示せず)が貫通して形成
され、このねじ孔と前記送りねじ120とが螺合
している。同様に、第3図上方側のスライドブロ
ツク61Bもねじ孔(図示せず)を有し、このね
じ孔に別の送りねじ124が螺入されている。こ
の送りねじ124の上下端は前記取付板111と
走行車体2によつて回転自在に軸支され、その上
端には前記軸117の前端に固定されている傘歯
車119Aと噛合する傘歯車125(第2図参
照)が固定されている。一方前記軸117の後端
に固定されている傘歯車119Bは前記他方の出
力軸113Bに固定されている。前記傘歯車11
4Bと噛合している。この場合、両送りねじ12
0,124は油圧モータ112の駆動によつて同
一方向に同一回転数で回転されるように構成され
ており、これによつて前記一対のスライドブロツ
ク61A,61Bを同時に上昇もしくは降下させ
る。したがつて、これらのスライドブロツク61
A,61Bが降下すると、これと一体に前述した
掘削装置80が降下するため、溝101の掘削を
可能にし、この時の掘削深さは前記油圧モータ1
12によるスライドブロツク61A,61Bの下
降量を制御することにより調整可能とされる。
The excavator lifting device 110 includes a hydraulic motor 112 with a reduction gear, as shown in FIGS. 1 to 3. This hydraulic motor 112 is connected to the convex guide 64.
Two output shafts 1 are fixedly arranged at the center of the upper surface of the mounting plate 111 that is horizontally suspended between the upper end surfaces of A, 64B, 64C, and 64D, and are rotated in opposite directions at the same rotational speed.
13A and 113B, and bevel gears 114A and 114B are fixed to the respective shaft ends thereof. A pair of left and right bearings 115A, 115B are fixed to the upper surface of the mounting plate 111, and the shafts 116, 1
17 are rotatably supported. Each axis 1
16 and 117 extend in the longitudinal direction of the vehicle body 2 so as to be perpendicular to the output shafts 113A and 113B, and bevel gears 118A and 117 are provided at both shaft ends, respectively.
8B, 119A and 119B are fixed. The front bevel gear 11 is fixed to the shaft 116.
8A is screwed into a bevel gear 121 fixed to the upper end of the feed screw 120, and a rear bevel gear 118B is meshed with the bevel gear 114A fixed to the one output shaft 113A. The feed screw 120
extends long in the vertical direction, and the upper and lower ends thereof are connected to the mounting plate 1.
11 and the traveling vehicle body 2 to be rotatably supported,
On the way, the lower slide block 61A in Figure 3
are screwed together. In other words, a threaded hole (not shown) is formed through the slide block 61A, and the feed screw 120 is screwed into this threaded hole. Similarly, the slide block 61B on the upper side in FIG. 3 also has a screw hole (not shown) into which another feed screw 124 is screwed. The upper and lower ends of this feed screw 124 are rotatably supported by the mounting plate 111 and the traveling vehicle body 2, and the upper end thereof has a bevel gear 125 ( (see Figure 2) is fixed. On the other hand, the bevel gear 119B fixed to the rear end of the shaft 117 is fixed to the other output shaft 113B. The bevel gear 11
It meshes with 4B. In this case, both feed screws 12
0 and 124 are configured to be rotated in the same direction and at the same rotation speed by the drive of the hydraulic motor 112, thereby raising or lowering the pair of slide blocks 61A and 61B simultaneously. Therefore, these slide blocks 61
When A and 61B descend, the above-mentioned excavation device 80 also descends, making it possible to excavate the groove 101, and the excavation depth at this time is determined by the hydraulic motor 1.
Adjustment is possible by controlling the amount of descent of the slide blocks 61A, 61B by the slide block 12.

前記走行車体2の中央部にはさらにベルトコン
ベア式排土機130が配設されている。この排土
機130は前記掘削装置80の前方に位置して配
置されるもので、上下および左右方向に移動され
るように構成されている。すなわち、排土機13
0は走行車体2の上面中央に立設された縦フレー
ム140を有し、この縦フレーム140の背面側
に〓形の突条体141(第3図参照)が一体に突
設されている。この突条体141にはアリ溝14
2を有するスライドブロツク144が上下動自在
に嵌合され、このスライドブロツク144を前記
縦フレーム140の一側に配設された油圧シリン
ダ145(第2図および第3図参照)によつて上
下動させるようにしている。また、前記スライド
ブロツク144の背面には横スライドフレーム1
47(第1図参照)がアリ溝149と〓形突条体
148との嵌合により左右方向に移動自在に配設
されている。この横スライドフレーム147は左
右方向に長く延在し、その背面側にコンベアフレ
ーム150の前面が固定されている。このコンベ
アフレーム150は略コ字状に形成されて前記横
スライドフレーム147とほぼ同一の長さを有
し、その内部にベルト151が配設されている。
このコンベア151は前記コンベアフレーム15
0の両端にそれぞれ配設されたプーリ152,1
53および中間部に配設された一体のアイドラー
プーリ154a,154b(第2図参照)間に張
架されている。前記横スライドフレーム147の
一端部にはベルト駆動用の油圧モータ155(第
3図参照)が配設され、このモータ155の出力
軸と前記プーリ152とが直結されている。した
がつて、駆動モータ155が駆動すると、ベルト
151は第2図時計方向もしくは反時計方向に回
転走行される。したがつて、前記掘削装置60に
よつて上方にはね上げられた掘削土砂がベルト1
51上に落下すると、これを走行車体2の側方に
運搬排土する。
A belt conveyor type earth removal machine 130 is further disposed in the center of the traveling vehicle body 2. This earth remover 130 is located in front of the excavation device 80, and is configured to be moved vertically and horizontally. In other words, the earth removal machine 13
0 has a vertical frame 140 erected at the center of the upper surface of the vehicle body 2, and a square-shaped protrusion 141 (see FIG. 3) is integrally protruded from the back side of the vertical frame 140. This protrusion body 141 has a dovetail groove 14.
A slide block 144 having a vertical frame 140 is fitted so as to be vertically movable. I try to let them do it. Further, on the back side of the slide block 144, a horizontal slide frame 1 is provided.
47 (see FIG. 1) is disposed so as to be movable in the left-right direction by fitting between the dovetail groove 149 and the square-shaped protrusion 148. This horizontal slide frame 147 extends long in the left-right direction, and the front surface of the conveyor frame 150 is fixed to the back side thereof. This conveyor frame 150 is formed in a substantially U-shape and has approximately the same length as the horizontal slide frame 147, and a belt 151 is disposed inside the conveyor frame 150.
This conveyor 151 is the conveyor frame 15
Pulleys 152 and 1 disposed at both ends of the
53 and integral idler pulleys 154a and 154b (see FIG. 2) disposed at the intermediate portion. A hydraulic motor 155 (see FIG. 3) for driving a belt is disposed at one end of the horizontal slide frame 147, and the output shaft of this motor 155 and the pulley 152 are directly connected. Therefore, when the drive motor 155 is driven, the belt 151 is rotated clockwise or counterclockwise in FIG. 2. Therefore, the excavated earth and sand thrown up by the excavation device 60 is thrown up by the belt 1.
51, it is transported to the side of the traveling vehicle body 2 and disposed of.

前記スライドブロツク144にはさらに油圧シ
リンダ160の一端が固定されており、この油圧
シリンダ160の他端は前記横スライドフレーム
147の一端に固定されている。前記油圧シリン
ダ160は横スライドフレーム147を掘削の地
形に応じて選択的に左右に移動させるためのもの
で、伸長方向に作動した場合には、第2図に示す
ようにベルト151を走行車体2の右側に突出さ
せることができ、短縮方向に作動した場合には第
2図鎖線165で示す如く車体左方に突出させる
ことができ、また掘削時以外は車体中央に格納す
る。なお、第2図鎖線165で示すベルトは前述
した油圧シリンダ145によつて最上位置に押し
上げられた状態を示す。すなわちベルト151は
掘削の地形や前述した可変懸架装置10A,10
B,10C,10Dの状態に応じて前記油圧シリ
ンダ145,160により最適位置に設定保持さ
れ、排土を効果的に行うものである。
Further, one end of a hydraulic cylinder 160 is fixed to the slide block 144, and the other end of this hydraulic cylinder 160 is fixed to one end of the horizontal slide frame 147. The hydraulic cylinder 160 is used to selectively move the horizontal slide frame 147 to the left or right according to the topography of the excavation, and when operated in the extension direction, the belt 151 is moved to the traveling vehicle body 2 as shown in FIG. When operated in the shortening direction, it can be made to protrude to the left of the vehicle body as shown by the chain line 165 in FIG. 2, and it is stored in the center of the vehicle body except when excavating. The belt indicated by the chain line 165 in FIG. 2 is shown pushed up to the uppermost position by the aforementioned hydraulic cylinder 145. In other words, the belt 151 is used to adjust the topography of the excavation and the aforementioned variable suspension devices 10A, 10.
The hydraulic cylinders 145, 160 set and hold the soil at the optimum position depending on the state of the soil B, 10C, and 10D, thereby effectively discharging soil.

かくして、このような構成からなる溝掘削機1
によれば直線溝、曲線溝、ジグザグ溝等各種の溝
を連続的にかつ自在に掘削することが可能であ
る。すなわち、左右の走行装置11A,11Bの
走行速度を同一にすれば直進し、左右の走行装置
11A,11Bに速度差を与えれば、左方もしく
は右方へに緩旋回し、さらに一方の走行装置を停
止させれば急旋回し、また左右の走行装置11
A,11Bを等速反転させれば、その場で走行車
体2の中心を旋回中心として旋回するため、所望
の直線溝、曲線溝、ジグザグ溝等を掘削すること
ができる。この場合、走行車体2はその略中央、
換言すれば掘削装置60を中心として旋回するた
め、旋回半径が最小で、しかも掘削部100にお
ける前面側のカツタと後方側のカツタを近接させ
ているので、溝掘削を一時中断することなく連続
的に行えるため、迅速かつ能率的である。
Thus, trench excavator 1 having such a configuration
According to the invention, it is possible to continuously and freely excavate various types of grooves such as straight grooves, curved grooves, and zigzag grooves. That is, if the traveling speeds of the left and right traveling devices 11A and 11B are the same, the vehicle will travel straight, and if a speed difference is given to the left and right traveling devices 11A and 11B, it will slowly turn to the left or right, and further, one of the traveling devices will travel straight. If you stop it, you can make a sharp turn, and the left and right traveling devices 11
If A and 11B are reversed at a constant speed, they will turn on the spot with the center of the traveling vehicle body 2 as the turning center, so that a desired straight groove, curved groove, zigzag groove, etc. can be excavated. In this case, the traveling vehicle body 2 is approximately in the center,
In other words, since it turns around the excavation device 60, the turning radius is minimum, and since the front cutter and the rear cutter in the excavation section 100 are placed close to each other, trench excavation can be carried out continuously without temporary interruption. It can be done quickly and efficiently.

すなわち、掘削部100における前面側のカツ
タと後方側のカツタを離反させ第5図に示した間
隔Dを大きく設定した場合には、折り返し溝、ジ
グザグ溝等の折曲部分において走行車体2を旋回
させた際、前記間隔Dだけ掘削部100が溝側壁
を掘削できないことになるため、溝から掘削装置
60を引き出して走行車体2を旋回させ、しかる
後再度掘削装置60を溝に挿入する必要がある
が、本発明の如く前記間隔Dを小さく設定すれ
ば、これによる溝側壁の掘削不能部分をなくすこ
とができるため、溝掘削を一時中断することな
く、折り返し溝、ジグザグ溝等を連続的に行うこ
とができるものである。また、掘削装置60は単
に上下動されるだけで、ブーム等で支持され旋回
される構造を採用していないため、全体構造が簡
単で安価に製作できる上、急斜面における走行車
体2の横滑りを防止する。すなわち、第2図に示
すように急斜面における溝掘削において、掘削装
置60の溝101内に挿入されている掘削部10
0は走行車体2の重心付近にあつてその谷側側面
が溝101の谷側側面に圧接されるため、車体自
体の横滑りを防止する抵抗体として作用する。
That is, when the front side cutter and the rear side cutter in the excavation part 100 are separated and the distance D shown in FIG. In this case, the excavating unit 100 cannot excavate the groove side wall by the distance D, so it is necessary to pull out the excavating device 60 from the groove, turn the traveling vehicle body 2, and then insert the excavating device 60 into the groove again. However, if the distance D is set small as in the present invention, it is possible to eliminate the portion of the trench side wall that cannot be excavated due to this, so it is possible to continuously form turn-back trenches, zigzag trenches, etc. without temporarily interrupting trench excavation. It is something that can be done. In addition, since the excavating device 60 is simply moved up and down and does not have a structure in which it is supported by a boom or the like and rotated, the overall structure is simple and can be manufactured at low cost, and it also prevents the traveling vehicle body 2 from skidding on steep slopes. do. That is, in trench excavation on a steep slope, as shown in FIG.
0 is located near the center of gravity of the traveling vehicle body 2, and its valley side surface is pressed against the valley side surface of the groove 101, so that it acts as a resistor to prevent the vehicle body itself from skidding.

さらに、急斜面での溝掘削において、左右の走
行装置11A,11Bはその取付け高さが変えら
れると共に斜面に沿つて傾けられるので、良好な
接地圧力を確保して走行車体2をほぼ水平に保持
し得る。したがつて、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。
Furthermore, when excavating trenches on steep slopes, the mounting heights of the left and right traveling devices 11A and 11B can be changed and tilted along the slope, ensuring good ground pressure and keeping the traveling vehicle body 2 almost horizontal. obtain. Therefore, it has excellent maneuverability, safety and running performance, and enables excavation of vertical trenches.

加えて、走行車体2のほぼ中央に掘削装置60
を設置しているので、走行車体2の前端部(また
は後端部)に第1図鎖線で示す周知のバツクホー
170、シヨベル、ドーザ等を並行して装着する
ことも可能で、このように掘削地の土質に応じて
各種アタツチメントを付加すれば、溝掘削機とし
ての性能が向上し、作業自体を効果的に行えると
共に経済的である。
In addition, an excavation device 60 is installed approximately in the center of the traveling vehicle body 2.
Since it is installed in the front end (or rear end) of the traveling vehicle body 2, it is also possible to attach the well-known backhoe 170, shovel, dozer, etc. shown by the chain line in Figure 1 in parallel, and in this way, the excavation By adding various attachments depending on the soil quality of the ground, the performance of the trench excavator can be improved, and the work itself can be performed effectively and economically.

なお、上記実施例は可変懸架装置10A,10
B,10C,10Dを介して走行装置11A,1
1Bを走行車体2に上下動自在に配設した場合に
ついて説明したが、本発明はこれに限らず平地走
行用として使用されるものにあつては可変懸架装
置を用いず、直接走行装置11A,11Bを走行
車体2に取付けてもよい。
In addition, in the above embodiment, the variable suspension devices 10A, 10
Traveling devices 11A, 1 via B, 10C, 10D
1B is installed on the traveling vehicle body 2 so as to be movable up and down, but the present invention is not limited to this, and the present invention is not limited to this, but the present invention is not limited to this, and when the vehicle is used for running on flat ground, the traveling device 11A, 1B is directly installed without using a variable suspension device. 11B may be attached to the traveling vehicle body 2.

以上説明したように本発明に係る溝掘削装置
は、走行車体の略中央で重心位置付近に掘削装置
を搭載して構成したので、走行車体をその場で最
小旋回半径にて旋回させることができ、したがつ
て狭い場所での方向転換が容易で曲率半径の小さ
い曲線溝を連続的かつ自在に掘削でき、また掘削
装置を走行車体の略中央重心位置付近に装着して
いると、急斜面での掘削時における走行車体の横
滑り防止効果大で、作業の安全性を向上させるな
ど、その効果は非常に大である。
As explained above, the trench excavating device according to the present invention is configured such that the excavating device is mounted near the center of gravity in the approximate center of the traveling vehicle body, so that the traveling vehicle body can be turned on the spot with the minimum turning radius. Therefore, it is easy to change direction in narrow spaces, and curved grooves with a small radius of curvature can be excavated continuously and freely.Furthermore, if the excavator is mounted near the center of gravity of the vehicle body, it is easy to change direction on steep slopes. It has great effects, such as preventing the vehicle body from skidding during excavation and improving work safety.

【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を示
す側断面図、第2図は第1図A−A線断面図、第
3図は同掘削機の要部を一部破断して示す平面
図、第4図は第3図B−B線断面図、第5図は第
1図C−C線断面図である。 1……溝掘削機、2……走行車体、11A,1
1B……走行装置、60……掘削装置、85……
カツタ、85A……前面掘削用カツタ、85B,
85C……側面掘削用カツタ、100……掘削
部。
Fig. 1 is a side sectional view showing an embodiment of a trench excavator according to the present invention, Fig. 2 is a sectional view taken along line A-A in Fig. 1, and Fig. 3 is a partially cutaway view of the main parts of the excavator. FIG. 4 is a sectional view taken along the line B--B in FIG. 3, and FIG. 5 is a sectional view taken along the line C--C in FIG. 1. 1... trench excavator, 2... traveling vehicle body, 11A, 1
1B...Traveling equipment, 60...Drilling equipment, 85...
Katsuta, 85A...Front excavation cutter, 85B,
85C... Cutter for side excavation, 100... Excavation part.

Claims (1)

【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、前記走行車体の長手方向略中央部
で重心位置付近において該走行車体を上下に貫通
するよう配設され車体中央部直下の地面を掘削
し、その土砂を走行車体の上方に導くする昇降自
在な掘削装置と、前記走行車体の上面中央部に上
下、左右方向に移動自在に配設され、前記掘削装
置によつて掘削された土砂を受け取り走行車体の
側方に運搬排土する排土機と、この排土機を溝掘
削深さに応じて昇降させる駆動源と、前記排土機
を左右方向に移動させ、非掘削時には車体中央に
格納する駆動源とを備えたことを特徴とする溝掘
削機。
1 A traveling vehicle body, a traveling device disposed on both sides of the traveling vehicle body, and a traveling device located approximately at the center in the longitudinal direction of the traveling vehicle body and extending vertically through the traveling vehicle body in the vicinity of the center of gravity and directly below the central portion of the vehicle body. a movable excavation device that excavates the ground and guides the earth and sand above the traveling vehicle body; an earth remover that receives the earth and sand and transports it to the side of the traveling vehicle body, a drive source that moves the earth remover up and down according to the trench excavation depth, and a drive source that moves the earth remover in the left and right direction and removes the earth without digging. A trench excavator characterized by being equipped with a drive source that is sometimes stored in the center of the vehicle body.
JP15506682A 1982-09-06 1982-09-06 Trencher Granted JPS5944436A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15506682A JPS5944436A (en) 1982-09-06 1982-09-06 Trencher

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15506682A JPS5944436A (en) 1982-09-06 1982-09-06 Trencher

Publications (2)

Publication Number Publication Date
JPS5944436A JPS5944436A (en) 1984-03-12
JPH025853B2 true JPH025853B2 (en) 1990-02-06

Family

ID=15597918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15506682A Granted JPS5944436A (en) 1982-09-06 1982-09-06 Trencher

Country Status (1)

Country Link
JP (1) JPS5944436A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1167636B1 (en) * 2000-06-21 2004-07-28 Georg Föckersperger GmbH Device for forming a trench in the soil

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53128701U (en) * 1977-03-22 1978-10-13
JPS5550204U (en) * 1978-09-29 1980-04-02

Also Published As

Publication number Publication date
JPS5944436A (en) 1984-03-12

Similar Documents

Publication Publication Date Title
US4542940A (en) Method and apparatus for cutting a trench through rock-like material
US4230372A (en) Dual rock cutter wheel trencher
RU2646295C2 (en) Self-propelled mining machine
DE60126418T2 (en) METHOD AND DEVICE FOR CUTTING BITS
CN113235685B (en) Chain tooth drive trenching machine
CN106211904A (en) A kind of Chinese yam harvester
US3388487A (en) Trenching apparatus
US1455206A (en) Excavating machine
CN107326951A (en) Ditching depth adjustable type crawler type ditching machine
US2747307A (en) Adjustable mechanism for endless conveyor type ditching machine
US1343081A (en) Trenching-machine
US3787989A (en) Trencher with adjustable stabilizer bar
US2684542A (en) Deflector and support for endless chain ditching machines
JPH025853B2 (en)
US606987A (en) clark
JPS59154237A (en) trench excavator
JP2965941B2 (en) Auger for excavators
CN115198823B (en) Chain ditching machine
CN111684143B (en) Tunneling machine with sharp-edged cutters
JPS647171B2 (en)
US3982688A (en) Earth-moving apparatus
US3466768A (en) Trenching machine having earthworking members extending to progressively greater depths
PL169053B1 (en) Trench excavator
US1817367A (en) Trench tractor
CN207194048U (en) A kind of ditching depth adjustable type crawler type ditching machine