JPS6411778B2 - - Google Patents
Info
- Publication number
- JPS6411778B2 JPS6411778B2 JP10594681A JP10594681A JPS6411778B2 JP S6411778 B2 JPS6411778 B2 JP S6411778B2 JP 10594681 A JP10594681 A JP 10594681A JP 10594681 A JP10594681 A JP 10594681A JP S6411778 B2 JPS6411778 B2 JP S6411778B2
- Authority
- JP
- Japan
- Prior art keywords
- boom
- rotation speed
- arm
- comparator
- traveling
- 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
- 238000009412 basement excavation Methods 0.000 claims description 24
- 238000001514 detection method Methods 0.000 claims description 4
- 230000000087 stabilizing effect Effects 0.000 claims description 4
- 230000003028 elevating effect Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 5
- 230000007423 decrease Effects 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/22—Component parts
- E02F3/26—Safety or control devices
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/188—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with the axis being horizontal and transverse to the direction of travel
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/20—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
Description
【発明の詳細な説明】
この発明は、硬路盤で使用する溝掘削器に関
し、特に、周上に掘削刃を設けたロータリカツタ
を回転可能に軸支するブームに、先端にホイール
またはシユーを具備するアームを枢着して、コン
クリートや岩盤への連続溝掘削を行なう。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a trench excavator used on hard roadbeds, and in particular, a boom that rotatably supports a rotary cutter having a cutting blade on its circumference is equipped with a wheel or shoe at the tip. The arm is pivoted to excavate continuous trenches in concrete and rock.
従来、コンクリートやアスフアルト道路盤の開
削管工事、岩盤などの硬路盤の溝掘削工事、およ
び、空港滑走路の補修工事などには、コンクリー
トカツタにより切削、空圧や油圧によるブレー
カ、またはリツパーによる破砕、および、一部鋏
式破砕機による圧砕等の方法を使用して掘削作業
が行なわれていた。 Conventionally, cutting with a concrete cutter, crushing with a pneumatic or hydraulic breaker, or crushing with a ripper has been used for trench work on concrete or asphalt roadbeds, trench excavation work on hard roadbeds such as bedrock, and repair work on airport runways. Excavation work was partially carried out using methods such as crushing using a scissor-type crusher.
しかしながら、鋏式破砕機、ブレーカ、リツパ
ーによる破砕は、クラツクの伝播などにより所定
区域を正確に破砕するのは難かしく、また、コン
クリートカツタによる場合、切削深さが浅く、階
段的切削を必要とし、切削速度が遅く、かつ、カ
ツターの寿命が短い難点がある。 However, when using a scissor type crusher, breaker, or ripper, it is difficult to accurately crush a predetermined area due to propagation of cracks, and when using a concrete cutter, the cutting depth is shallow and requires stepped cutting. However, the cutting speed is slow and the life of the cutter is short.
この発明は、硬路盤における溝掘削の上記問題
を解決するものである。而して、この発明の目的
は、硬路盤の掘削において強力で掘削速度の大き
な溝掘削機を提供するにあり、また、この発明の
目的は、連続的に正確な溝掘削が可能な溝掘削機
を提供するにあり、さらに、この発明の目的は、
掘削抵抗を一定とし、機体が安定な溝掘削機を提
供するにある。 This invention solves the above-mentioned problems of trench excavation in hard roadbeds. SUMMARY OF THE INVENTION An object of the present invention is to provide a trench excavator that is powerful and has a high excavation speed when excavating hard roadbeds. A further object of the invention is to provide a machine for
To provide a trench excavator with constant excavation resistance and a stable machine body.
すなわち、この出願は、図示する実施例の如
く、走行台車1の支台2に俯仰可能にブーム3の
一端3aを枢着し、該ブーム3の他端3bに周上
に掘削刃を設けたロータリカツタ4を回転可能に
軸支し、かつ前記ブーム3に、ホイール5または
シユーを先端に具備する機体安定用アーム6を、
俯仰可能に枢着し、前記ブーム3、および、アー
ム6の夫々の俯仰角α,βを検知する角度検知器
11,12を設けるとともに、走行台車の運転台
に、掘削削深さHdを設定する設定器13と、前
記角度検知器11,12と設定器13とが接続さ
れておりその検知信号と設定信号を入力して演算
比較を行なう比較演算器14と、該比較演算器1
が接続されておりその出力信号によりブーム3お
よびアーム6の俯仰用シリンダ7,8を作動させ
て掘削深さをHdを一定に保持する制御装置15,
16とを設けたことを特徴とする溝掘削機を特定
発明とし、走行台車1の支台2に俯仰可能にブー
ム3の一端を3aを枢着し、該ブーム3の他端3
bに、周上に掘削刃を設けたロータリカツタ4を
回転可能に軸支し、かつ、前記ブーム3に、ホイ
ール5またはシユーを先端に具備する機体安定保
持用アーム6を、俯仰可能に枢着し、前記ロータ
リカツタ4の回転数を検知する回転数検知器21
を設けるとともに、走行台車1の運転台に、回転
数設定器22と、前記回転数検知器21と回転数
設定器22とが接続されており、その検知信号と
設定信号とを入力して比較演算する比較演算器2
3と、該比較演算器23が接続されておりその出
力信号により走行台車の走行駆動装置(図示せ
ず)を制御する制御装置24とを設けたことを特
徴とする溝掘削機を併合発明とする。 That is, in this application, as in the illustrated embodiment, one end 3a of a boom 3 is pivotally connected to a support 2 of a traveling trolley 1 so as to be able to rise and fall, and a digging blade is provided on the other end 3b of the boom 3 on the circumference. A body stabilizing arm 6 rotatably supporting the rotary cutter 4 and having a wheel 5 or a shoe at its tip is attached to the boom 3,
Angle detectors 11 and 12 are provided which are pivotably mounted to allow elevation and elevation and detect elevation angles α and β of the boom 3 and arm 6, respectively, and an excavation depth Hd is set on the driver's cab of the traveling truck. a comparison calculator 14 to which the angle detectors 11, 12 and the setting device 13 are connected and which inputs the detection signals and setting signals to perform calculation comparison;
is connected to the control device 15, which operates the elevating cylinders 7, 8 of the boom 3 and the arm 6 based on the output signal to keep the excavation depth Hd constant;
The specified invention is a trench excavator characterized in that it is provided with a boom 3, in which one end 3a of a boom 3 is pivotally connected to a support base 2 of a traveling truck 1 so as to be able to move up and down, and the other end 3a of the boom 3 is
b, a rotary cutter 4 provided with a digging blade on the circumference is rotatably supported, and an arm 6 for stabilizing the aircraft body having a wheel 5 or a shoe at the tip is pivoted to the boom 3 so as to be able to move up and down. a rotation speed detector 21 for detecting the rotation speed of the rotary cutter 4;
In addition, a rotation speed setting device 22, the rotation speed detector 21, and the rotation speed setting device 22 are connected to the driver's cab of the traveling bogie 1, and the detection signal and the setting signal are inputted and compared. Comparison calculator 2 to calculate
3, and a control device 24 to which the comparator 23 is connected and which controls a traveling drive device (not shown) of the traveling truck based on the output signal thereof. do.
以下添付する図面によりこの発明を説明する。
第1図は、この発明の一実施例の溝掘削機の側面
図であり、溝掘削機は、走行台車1上に設けられ
た支台2にブーム3の一端3aが枢着されてい
る。ブーム3の他端3bには、ロータリカツタ4
が軸支されており、かつ、アーム6が枢着されて
る。支台2とブーム3との間、およびブーム3と
アーム6との間には、俯仰用シリンダ7,8が
夫々取付けられており、その伸縮によりブーム
3、および、アーム6は俯仰可能である。アーム
6の先端には、ホイール5が回転自在に軸支され
ている。このホイール5は、掘削時地表に接し、
アーム6の先端の高さHsを一定に保つためのも
のでありシユー等他の形式のものでもよい。ロー
タリカツタ4は、一定の幅を有する円盤状のカツ
ターであり、その周上にカーバイドチツプの切削
刃を設けている。このロータリカツタ4は油圧駆
動装置Mによつて回転が与えられる。油圧駆動装
置Mは、ロータリカツタ4の回転軸に直結して
も、図の如く、別置してチエン等を介して、回転
を与えてもよい。 The present invention will be explained below with reference to the attached drawings.
FIG. 1 is a side view of a trench excavator according to an embodiment of the present invention, in which one end 3a of a boom 3 is pivotally attached to a support 2 provided on a traveling truck 1. As shown in FIG. A rotary cutter 4 is attached to the other end 3b of the boom 3.
is pivotally supported, and the arm 6 is pivotally attached. Elevation cylinders 7 and 8 are installed between the support base 2 and the boom 3 and between the boom 3 and the arm 6, respectively, and the boom 3 and the arm 6 can be elevated by expanding and contracting the cylinders. . A wheel 5 is rotatably supported at the tip of the arm 6. This wheel 5 is in contact with the ground surface during excavation,
This is to keep the height Hs of the tip of the arm 6 constant, and other types such as a shoe may also be used. The rotary cutter 4 is a disc-shaped cutter having a constant width, and a cutting blade made of carbide chips is provided on the circumference thereof. This rotary cutter 4 is rotated by a hydraulic drive device M. The hydraulic drive device M may be directly connected to the rotating shaft of the rotary cutter 4, or may be placed separately and applied rotation via a chain or the like as shown in the figure.
掘削作業を行うには、ロータリカツタ4を図上
A方向に回転させながらブーム3を所定の掘削深
さHdまで下降させ、走行台車1を走行させる。
掘削された削層は、溝の両側に堆積する。このと
き、能率の良い連続掘削を行なうためには、掘削
抵抗によりロータリカツタ4の回転数がが低下す
ることのないよう走行台車の走行速度を制御する
必要がある。また、ロータリカツタ4の掘削反力
による走行台車1の傾倒を防止し、かつ、掘削深
さHdの変動を防止するために、アーム6を俯仰
させて先端に具備するホイール5を着床させ所定
高さを維持することが必要である。 To perform the excavation work, the boom 3 is lowered to a predetermined excavation depth Hd while rotating the rotary cutter 4 in the direction A in the figure, and the traveling cart 1 is caused to travel.
The excavated layers are deposited on both sides of the trench. At this time, in order to carry out efficient continuous excavation, it is necessary to control the traveling speed of the traveling carriage so that the rotational speed of the rotary cutter 4 does not decrease due to excavation resistance. In addition, in order to prevent the traveling cart 1 from tilting due to the excavation reaction force of the rotary cutter 4 and to prevent fluctuations in the excavation depth Hd, the arm 6 is lifted up and the wheel 5 provided at the tip is placed on the ground to a predetermined position. It is necessary to maintain the height.
ここで、掘削深さHdを一定に保つためには、
Hs:ホイール5の高さ
Ho:ブーム3の枢着点3aの高さ
L1:ブーム3の長さ
L2:アーム6の長さ
R:ロータリカツタ4の回転半径
α:ブームの俯仰角
β:アームの俯仰角とすると、
Hd=L1sinα+R−Ho …(1)
Hd=R−L2sin(α−β)−Hs …(2)
の条件を満すために、ブーム3とアーム6を制御
してやればよい。第2図は、この制御系統を示し
ている。ブーム3とアーム6には、夫々の俯仰角
α,βを検知する角度検知器11,12が取付け
られており、この角度検知器11,12が、比較
演算器14に接続されている。また、所定の掘削
深さHdを設定する設定器13が設けられ、比較
演算器14に接続されている。設定器13で掘削
深さHdを設定し、角度検知器11,12で俯仰
角α,βが検知されて、各々の信号が比較演算器
14に入力されると、(1)式と(2)式に従い、
L1sinα+R−HoおよびR−L2sin(α−β)−Hs
が演算されHdと比較されて制御信号を出力する。
ブーム3およびアーム6の俯仰用シリンダ7,8
を制御する制御装置15,16には、比較演算器
14の出力側が接続されており、制御装置15,
16は、比較演算器14からの制御信号を受けて
ブーム3およびアーム6の俯仰を制御する。 Here, in order to keep the excavation depth Hd constant, Hs: Height of the wheel 5 Ho: Height of the pivot point 3a of the boom 3 L1: Length of the boom 3 L2: Length of the arm 6 R: Rotation radius α of rotary cutter 4: Elevation angle β of boom: Elevation angle of arm, Hd=L1sinα+R−Ho…(1) Hd=R−L2sin(α−β)−Hs…(2) satisfies the conditions. In order to do this, the boom 3 and arm 6 may be controlled. FIG. 2 shows this control system. Angle detectors 11 and 12 are attached to the boom 3 and the arm 6 to detect respective elevation angles α and β, and these angle detectors 11 and 12 are connected to a comparator 14. Further, a setting device 13 for setting a predetermined excavation depth Hd is provided, and is connected to a comparator 14. When the setting device 13 sets the excavation depth Hd, the angle detectors 11 and 12 detect the elevation angles α and β, and each signal is input to the comparator 14, equations (1) and (2) are obtained. ) according to the formula,
L1sinα+R−Ho and R−L2sin(α−β)−Hs
is calculated and compared with Hd to output a control signal.
Cylinder 7, 8 for elevating boom 3 and arm 6
The output side of the comparator 14 is connected to the control devices 15 and 16 that control the control devices 15 and 16.
16 controls the elevation of the boom 3 and the arm 6 in response to a control signal from the comparator 14.
上記の設定器13、比較演算器14、制御装置
15,16は、走行台車1の運転台(図示せず)
に設けられている。 The setting device 13, the comparator 14, and the control devices 15 and 16 are connected to the driver's cab of the traveling bogie 1 (not shown).
It is set in.
第3図は、走行台車1の走行速度の制御系総を
示している。ロータリカツタ4の回転数を検知す
る回転数検知器21と、回転数設定器22が設け
られて比較演算器23に接続されている。掘削対
象により最適の回転数を回転数設定器22に設定
しておくと、その設定信号と回転数検知器21の
検知信号とが比較演算器23に入力され比較され
て制御信号を出力する。走行台車1の走行駆動装
置を制御する制御装置24には、比較演算器23
の出力側が接続されており、比較演算器23から
の制御信号を受けて、走行台車1の走行速度を制
御する。 FIG. 3 shows the overall control system for the traveling speed of the traveling trolley 1. As shown in FIG. A rotation speed detector 21 for detecting the rotation speed of the rotary cutter 4 and a rotation speed setting device 22 are provided and connected to a comparison calculator 23 . When the optimum rotational speed is set in the rotational speed setting device 22 according to the excavation target, the setting signal and the detection signal of the rotational speed detector 21 are inputted to the comparator 23 and compared, and a control signal is output. The control device 24 that controls the traveling drive device of the traveling bogie 1 includes a comparison calculator 23.
is connected to the output side of the comparator 23, and receives a control signal from the comparator 23 to control the traveling speed of the traveling bogie 1.
上記の回転数設定器22、比較演算器23、制
御装置24は、走行台車1の運転台(図示せず)
に設けられている。 The rotation speed setting device 22, the comparison calculator 23, and the control device 24 are connected to the driver's cab (not shown) of the traveling bogie 1.
It is set in.
本発明の溝掘削機は、油圧駆動装置Mによりロ
ータリカツタ4に強力な掘削力を与えることがで
き、ブーム3とアーム6を制御して掘削深さHd
を一定に保持し、機体の安定を図ることができ、
掘削抵抗が増大し、ロータリカツタ4の回転数が
低下すると走行速度を制御して掘削能力の低下を
防止することができる。このため、鉄筋コンクリ
ート製道路、岩盤などの硬路盤の溝掘削、コンク
リートの目地施工、ケーブル埋設、道路修理の作
業を容易にすることができる。更に、作業の迅速
化に判ない道路のプレハブ化修理施工の促進に寄
与することができる。 The trench excavator of the present invention can apply a strong excavating force to the rotary cutter 4 by the hydraulic drive device M, and controls the boom 3 and arm 6 to reach the excavation depth Hd.
can be maintained constant and stabilize the aircraft.
When the excavation resistance increases and the rotational speed of the rotary cutter 4 decreases, the traveling speed can be controlled to prevent the excavation ability from decreasing. Therefore, it is possible to facilitate the work of trench excavation of reinforced concrete roads, hard roadbeds such as bedrock, concrete joint construction, cable burying, and road repair work. Furthermore, it is possible to contribute to the promotion of prefabricated road repair work, which is difficult to speed up the work.
第1図は、この発明の一実施例の溝掘削機の説
明的正面図、第2図は、ブーム及びアームの制御
系統を示すブロツク図、第3図は、走行台車の走
行速度の制御系統を示すブロツク図である。
図中1は走行台車、2は支台、3はブーム、4
はロータリカツタ、5はホイール、6はアーム、
7,8は俯仰用シリンダ、11,12は角度検知
器、13は設定器、14,23は比較演算器、1
5,16,24は制御装置、21は回転数検知
器、22は回転数設定器である。
Fig. 1 is an explanatory front view of a trench excavator according to an embodiment of the present invention, Fig. 2 is a block diagram showing a control system for the boom and arm, and Fig. 3 is a control system for the running speed of the traveling truck. FIG. In the figure, 1 is a traveling trolley, 2 is a support base, 3 is a boom, and 4
is a rotary cutter, 5 is a wheel, 6 is an arm,
7 and 8 are cylinders for elevation, 11 and 12 are angle detectors, 13 is a setting device, 14 and 23 are comparison calculators, 1
5, 16, and 24 are control devices, 21 is a rotation speed detector, and 22 is a rotation speed setter.
Claims (1)
枢着し、該ブームの他端に、周上に掘削刃を設け
たロータリカツタを回転可能に軸支し、かつ前記
ブームに、ホイールまたはシユーを先端に具備す
る機体安定保持用アームを、俯仰可能に枢着し、
前記ブームおよびアームの夫々の俯仰角を検知す
る角度検知器を設けるとともに、走行台車の運転
台に掘削深さを設定する設定器と、前記角度検知
器と設定器とが接続されておりその検知信号と設
定信号とを入力して演算比較を行う比較演算器
と、該比較演算器が接続されておりその出力信号
によりブームおよびアームの俯仰用シリンダを作
動させて掘削深さを一定に保持する制御装置とを
設けたことを特徴とする溝掘削機。 2 走行台車の支台に俯仰可能にブームの一端を
枢着し、該ブームの他端に、周上に掘削刃を設け
たロータリカツタを回転可能に軸支し、かつ前記
ブームに、ホイールまたはシユーを先端に具備す
る機体安定保持用アームを、俯仰可能に枢着し、
前記ロータリカツタの回転数を検知する回転数検
知器を設けるとともに、走行台車の運転台にロー
タリカツタの回転数を設定するための回転数設定
器と、前記回転数検知器と回転数設定器が接続さ
れておりその検知信号と設定信号とを入力して比
較演算する比較演算器と、該比較演算器が接続さ
れておりその出力信号により走行台車の走行駆動
装置を制御する制御装置とを設けたことを特徴と
する溝掘削器。[Scope of Claims] 1. One end of a boom is pivotably mounted on a support of a traveling truck so that it can be lifted up and down, and a rotary cutter having a digging blade provided on the circumference is rotatably supported on the other end of the boom, and A body stabilizing arm having a wheel or a shoe at its tip is pivotally attached to the boom so that it can be lifted up and down,
An angle detector is provided to detect the elevation angle of each of the boom and the arm, and a setting device for setting the excavation depth is connected to the cab of the traveling truck, and the angle detector and the setting device are connected to detect the angle. A comparator is connected to a comparator that inputs a signal and a setting signal and performs a calculation comparison, and the output signal operates the cylinder for elevating the boom and arm to maintain a constant excavation depth. A trench excavator characterized by being equipped with a control device. 2. One end of a boom is pivotably mounted on a support of a traveling truck so that it can be lifted up and down, and a rotary cutter with a digging blade provided on the circumference is rotatably supported on the other end of the boom, and a wheel or The arm for stabilizing the aircraft is equipped with a shoe at the tip, and is pivoted so that it can be lifted up and down.
A rotation speed detector for detecting the rotation speed of the rotary cutter is provided, and a rotation speed setting device for setting the rotation speed of the rotary cutter is provided in the driver's cab of the traveling trolley, and the rotation speed detector and the rotation speed setting device are provided. A comparator is connected to input the detection signal and the setting signal and performs a comparison calculation, and a control device is connected to the comparator and controls the travel drive device of the traveling bogie based on the output signal of the comparator. A trench excavator characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10594681A JPS587038A (en) | 1981-07-07 | 1981-07-07 | Trench excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10594681A JPS587038A (en) | 1981-07-07 | 1981-07-07 | Trench excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS587038A JPS587038A (en) | 1983-01-14 |
| JPS6411778B2 true JPS6411778B2 (en) | 1989-02-27 |
Family
ID=14421003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10594681A Granted JPS587038A (en) | 1981-07-07 | 1981-07-07 | Trench excavator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS587038A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6729050B2 (en) * | 2001-08-31 | 2004-05-04 | Vermeer Manufacturing Company | Control of excavation apparatus |
| JP2004278919A (en) * | 2003-03-17 | 2004-10-07 | Komatsu Ltd | Land mine disposal equipment |
| JP6851203B2 (en) * | 2017-01-16 | 2021-03-31 | あすか創建株式会社 | Construction method of underground piping in boulders |
| WO2025127133A1 (en) * | 2023-12-15 | 2025-06-19 | 株式会社カサノ工業 | Paved road surface cutting machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5451205A (en) * | 1977-09-30 | 1979-04-21 | Komatsu Mfg Co Ltd | Continuous ditcher |
-
1981
- 1981-07-07 JP JP10594681A patent/JPS587038A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS587038A (en) | 1983-01-14 |
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