JPH0568572B2 - - Google Patents

Info

Publication number
JPH0568572B2
JPH0568572B2 JP26463987A JP26463987A JPH0568572B2 JP H0568572 B2 JPH0568572 B2 JP H0568572B2 JP 26463987 A JP26463987 A JP 26463987A JP 26463987 A JP26463987 A JP 26463987A JP H0568572 B2 JPH0568572 B2 JP H0568572B2
Authority
JP
Japan
Prior art keywords
trench
auger
trench excavator
soil
shaft
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
JP26463987A
Other languages
Japanese (ja)
Other versions
JPH01105826A (en
Inventor
Hisao Kawabe
Akira Tanabe
Satoshi Kojima
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.)
KAWABE NOKEN SANGYO
Original Assignee
KAWABE NOKEN SANGYO
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 KAWABE NOKEN SANGYO filed Critical KAWABE NOKEN SANGYO
Priority to JP26463987A priority Critical patent/JPH01105826A/en
Publication of JPH01105826A publication Critical patent/JPH01105826A/en
Publication of JPH0568572B2 publication Critical patent/JPH0568572B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、エンドレスに回動するチエンの周面
または回転する大径の輪体の周面に掘削歯を設け
て構成する溝掘機で溝の掘削作業を行なう場合
に、その溝掘機の掘削歯が掘り上げてくる掘削土
を、溝掘機の側方に運び出す排土方法と、その排
土方法の実施に用いる排土オーガーについての改
良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention is applicable to the case where trench excavation work is carried out using a trench digging machine which is constructed by providing digging teeth on the circumferential surface of an endlessly rotating chain or the circumferential surface of a rotating large-diameter wheel. The present invention relates to a soil removal method for carrying excavated soil dug up by the excavation teeth of the trench excavator to the side of the trench excavator, and improvements to the soil removal auger used to carry out the soil removal method.

第1図に示している如く、圃場に栽培されてい
るごぼう・長芋等の根茎類Mを収穫する際、大径
の輪体の周面またはエンドレスに回動するチエン
aの周面に掘削歯b……を取付けて構成する溝掘
機Aを、トラクタT等の自在に走行する機体に装
架して、その溝掘機Aのエンドレスに回動する掘
削歯b……により、栽培されている根茎類Mの条
列の隣側位置に、掘削歯b……の歯巾に対応する
巾の溝Wを掘削・成形していき、その成形した溝
Wを利用して根茎類Mを掘り出す手段が行なわれ
ている。
As shown in Figure 1, when harvesting rhizomes M such as burdock and yam grown in the field, drilling teeth are formed on the circumferential surface of a large-diameter wheel or the circumferential surface of an endlessly rotating chain a. Cultivation is carried out by attaching a trench excavator A consisting of a... to a freely moving body such as a tractor T, and using the endlessly rotating digging teeth b of the trench excavator A. A groove W having a width corresponding to the tooth width of the excavating teeth b is excavated and formed at a position adjacent to the row of rhizomes M, and the rhizomes M are excavated using the formed groove W. measures are being taken.

ところで、この溝掘機Aを用いて根茎類Mの収
穫用の溝Wを掘削成形する際、溝掘機Aのエンド
レスに回動する掘削歯b……が掘り上げてくる掘
削土をそのままにしておくと、溝掘機Aの進行方
向の前面に掘り上げられてくる掘削土が溝掘機A
の進行方向の前面側に堆積してきて、溝掘機Aの
全体が掘削土の中に埋設した状態となつて作業不
能となることから、この掘削土を溝掘機Aの側方
に運び出すようにする。そして、この堀削土の排
土手段は、通常、オーガー軸30のまわりに螺旋
翼31を巻付けてなる排土オーガーBを、それの
オーガー軸30が溝堀機Aの進行方向と直交する
状態で、それの搬送方向の始端側が溝掘機Aの近
傍位置に臨み、搬送方向の終端側が溝掘機Aの側
方に位置する状態として、溝掘機Aを支架せる機
枠または溝掘機Aの機枠に支架せしめておき、こ
の排土オーガーBによつて、溝掘機Aの掘削歯b
……で掘り上げられてくる掘削土を、溝掘機Aの
側方に排出せしめるようにしている。
By the way, when trenching machine A is used to excavate and shape a trench W for harvesting rhizomes M, the excavated soil dug up by the endlessly rotating digging teeth b of trenching machine A is left as is. If this is done, the excavated soil that is being dug up in front of trench excavator A in the direction of movement will be
Since the excavated soil is deposited on the front side in the direction of movement, and the entire trench excavating machine A is buried in the excavated soil, making it impossible to work, it is necessary to carry this excavated soil to the side of trench excavating machine A. Make it. The earth removal means for excavating soil usually uses an earth removal auger B, which has a spiral blade 31 wound around an auger shaft 30, with its auger shaft 30 perpendicular to the direction of movement of the trench excavator A. In this state, the starting end side in the transport direction faces the vicinity of trench excavator A, and the terminal end side in the transport direction is located on the side of trench excavator A. It is supported on the machine frame of machine A, and the excavation tooth b of trench excavator A is removed by this earth removal auger B.
The excavated soil is discharged to the side of trench excavator A.

この手段は、オーガー軸30の回転により螺旋
翼31が掘削土を、地表面GLに沿い第1図で矢
印に示している方向に浚い出すように搬送してい
き、溝掘機Aから側方に外れたオーガーBの搬送
方向の終端側に、掘削土の堆積の山Yを溝堀機A
の進行方向に連続する条列状に形成していくよう
になつて、所定の溝Wを根茎類Mの栽培条列の際
に掘削成形していけるようになるが、排土オーガ
ーBが堀削土を地表面GLに沿い浚い出していく
作動の反力で生ずる間欠的な振動が溝掘機Aに伝
わることにより、その溝掘機Aの掘削歯b……が
掘削成形した溝Wの左右の壁面に過剰に接触し
て、その壁面を崩し、それにより土と共に溝W内
に倒れ込んでくる根茎類Mを切断・破損せしめる
場合が多い問題がある。
In this method, the rotation of the auger shaft 30 causes the helical blades 31 to transport excavated soil along the ground surface GL in the direction shown by the arrow in FIG. A pile of excavated soil Y is placed on the end side of the conveyance direction of the auger B, which has come off.
As a result, predetermined grooves W can be excavated and formed during the cultivation rows of rhizomes M, but the soil removal auger B does not cut into the trench. The intermittent vibrations generated by the reaction force of the operation of dredging out the excavated soil along the ground surface GL are transmitted to the trench excavator A, and the excavation teeth b of the trench excavator A... There is a problem in that excessive contact with the left and right walls causes the walls to collapse, thereby cutting and damaging the rhizomes M that fall into the trench W together with the soil.

また、排土オーガーBを、溝掘機Aの左右の一
側にだけ掘削土を排出するように、一連だけ設け
る場合には、掘削土を浚い出していくときの反力
で、溝掘機Aを左右の一側方向に押出し、溝掘機
Aの進行方向を蛇行させて、溝堀機Aの掘削歯b
……で掘削・成形していく溝Wが根茎類Mの栽培
条列と干渉するようになつて、根茎類Mを切断し
ていく事態を生ぜしめる問題がある。
In addition, if the soil removal auger B is installed in a series so as to discharge the excavated soil only on one side of the left and right side of the trench excavator A, the reaction force when dredging out the excavated soil will cause the trench excavator to A is pushed out to one side of the left and right, and the direction of movement of the trencher A is meandering, so that the digging tooth b of the trencher A is pushed out.
There is a problem in that the grooves W excavated and formed by ... interfere with the cultivation rows of the rhizomes M, causing a situation where the rhizomes M are cut.

本発明は、従来手段に生じているこれらの問題
を解消せしめるためになされたものであつて、溝
掘機に無用の振動を伝導せしめることなく、ま
た、溝掘機Aを進行方向に対し側方に押し出すこ
となく、溝掘機Aの掘削歯b……が掘り上げてく
る掘削土を、溝掘機Aの側方に運び出していける
ようにする新たな手段を提供することを目的とす
る。
The present invention has been made in order to solve these problems occurring in the conventional means, and it is possible to avoid transmitting unnecessary vibrations to the trenching machine, and to move the trenching machine A to the side in the direction of travel. The purpose of the present invention is to provide a new means for carrying out the excavated soil dug up by the excavation teeth b of trench excavator A to the side of trench excavator A without pushing the excavated soil toward the side of trench excavator A. .

しかして、本発明は、上述の問題を解決すべく
種々の研究を重ねたところ、排土オーガーBが掘
削土を搬送していくときに生ずる間欠的な大きな
振動が、オーガー軸30のまわりの螺旋翼31で
地表面GLに沿い浚い出すように搬送していく掘
削土を、その螺旋翼31の終端部が既に運び出し
てきて堆積山状に集積している掘削土の山Yの中
に押し込んでいくときに、その掘削土の山Y全体
を側方に押出すようになり、かつ、土を運んでき
た螺旋翼31の地表面GLと接触する側が回転に
より上方に回ることでこの押出し作用が消失する
ようになることから、この押出し作用が螺旋翼3
1のピツチに対応する脈動状になつて生じている
ことによるものであること、また、溝掘機Aの進
行方向を変える排土オーガーBによる排土作用の
反力が、主として、排土オーガーBの終端部が掘
削土の堆積した山Y全体を押出していることによ
るものであることが判つた。そして、このことか
ら、搬送方向の始端側から終端側に向かい地表面
GLに対して次第に浮き上がるように傾斜させた
排土オーガーを用いて、溝掘機の掘削歯で地表に
掘り上げられてくる掘削土を、溝堀機の側方の斜
め上方に向けて運び出すようにしたところ、排土
オーガーの終端側が該排土オーガーで運び出され
て堆積する掘削土の山につかえてその山の全体を
押すことによる反力がなくなり、間欠的に生ずる
大きな振動が消失するようになる結果を得たこと
によつて完成したものである。
In order to solve the above-mentioned problems, the present invention has conducted various researches and found that the intermittent large vibrations that occur when the earth removal auger B transports excavated soil cause vibrations around the auger shaft 30. The excavated soil that is being transported along the ground surface GL by the spiral blades 31 is pushed into the pile Y of excavated soil that has already been carried out and accumulated in the shape of a pile pile by the terminal end of the spiral blade 31. When the excavated soil is removed, the entire pile Y of excavated soil is pushed out to the side, and this extrusion effect is achieved by rotating the side of the helical blade 31 that has carried the soil that comes into contact with the ground surface GL upwards. disappears, this extrusion action causes the spiral blade 3
This is due to the fact that it occurs in a pulsating manner corresponding to the pitch of No. 1, and that the reaction force of the soil removal action by the soil removal auger B, which changes the direction of movement of the trench excavator A, is mainly due to the reaction force of the soil removal action by the soil removal auger It was found that this is due to the end portion of B pushing out the entire pile Y of excavated soil. From this, from the starting end side to the ending side in the conveyance direction, the ground surface
Using an earth removal auger that is tilted so that it gradually rises against the GL, the excavated soil that is dug up to the surface by the digging teeth of the trench excavator is carried away diagonally upward to the side of the trench excavator. As a result, the reaction force caused by the terminal side of the earth removal auger being carried by the earth removal auger and pushing against the pile of excavated soil that is piled up is eliminated, and the large vibrations that occur intermittently are eliminated. It was completed by obtaining the following results.

そして、このことから、本発明においては、上
述の問題を達成するための手段として、溝掘機の
エンドレスに回動する掘削歯により掘り上げられ
てくる掘削土を、溝掘機の近傍に搬送方向の始端
側が臨み、かつ、搬送方向の終端側に向かい次第
に地表面から浮き上がる排土オーガーにより、溝
掘機の進行方向の側方の斜め上方に向けて運び出
すことを特徴とする溝掘機における排土方法を提
起し、また、この排土方法を実施するための装置
として、搬送方向の始端部を溝掘機の近傍に臨ま
せ、搬送方向の終端側を溝掘機の側方に向かわせ
て機枠に支架せしめる溝掘機の排土オーガーにお
いて、それのオーガー軸を、搬送方向の終端側に
向かい次第に地表面から上方に浮き上がる姿勢と
して機体に支架せしめたことを特徴とする溝掘機
における排土オーガーを提起するものである。
Therefore, in the present invention, as a means to achieve the above-mentioned problem, the excavated soil dug up by the endlessly rotating digging teeth of the trench excavator is transported to the vicinity of the trench excavator. A trench excavator characterized in that the soil is carried diagonally upward on the side in the direction of movement of the trench excavator by means of a discharging auger whose starting end side faces the direction and which gradually rises from the ground surface toward the terminal end side in the conveying direction. In addition, as a device for carrying out this soil removal method, the starting end in the conveying direction is facing near the trench excavator, and the terminal end in the conveying direction is facing the side of the trench excavating machine. A trench excavator characterized in that, in the soil removal auger of a trench excavator, which is also supported on the machine frame, the auger shaft is supported on the machine body in a position that gradually floats upward from the ground surface toward the terminal end side in the conveying direction. This is to raise the soil removal auger in the machine.

次に実施例を図面に従い詳述する。なお、図面
符号は同効の構成部材については従前手段のもの
と同一の符号を付して用いるものとする。
Next, embodiments will be described in detail with reference to the drawings. It should be noted that the same reference numerals in the drawings as in the previous means will be used for constituent members having the same effect.

第2図は本発明法の実施に用いる溝掘機の作業
状態における後面図で、同図において、Tはトラ
クタ、AはそのトラクタTの機体後面側に装架せ
る溝掘機、B・Bはその溝掘機Aの機枠に支架せ
る排土オーガー、Mは圃場に栽培されている根茎
類、Wは前期溝掘機Aで掘削・成形した溝、Yは
溝掘後Aで掘り上げられて排土オーガーBにより
運び出され地表面GLに堆積した掘削土の山を示
す。
FIG. 2 is a rear view of the trench excavator used in carrying out the method of the present invention in a working state. In the same figure, T is a tractor, A is a trench excavator mounted on the rear side of the tractor T, is the earth removal auger supported on the machine frame of trench excavator A, M is rhizomes cultivated in the field, W is the trench excavated and shaped by the earlier trench excavator A, and Y is the trench dug by A after trenching. This figure shows a pile of excavated soil that was carried out by earth removal auger B and deposited on the ground surface GL.

トラクタTは通常の四輪の乗用トラクタであ
り、それの機体の後部には、第3図に示す如く、
トツプリンク10およびロアーリンク11および
リフトアーム12ならびにPTO軸13が装備し
てある。
Tractor T is a normal four-wheeled riding tractor, and the rear part of its body has the following parts as shown in Figure 3.
It is equipped with a top link 10, a lower link 11, a lift arm 12, and a PTO shaft 13.

溝掘機Aは、取付機枠を兼ねているギヤボツク
ス20に、そのギヤボツクス20内に軸架してあ
る。伝導機構(図示省略)と伝導して回転する駆
動軸21を横架軸支して、その駆動軸21に駆動
スプロケツト22を該駆動軸21と一体に回転す
るように装着するとともに、主機枠となるブーム
23を上端部が前後に自在に回動するよう遊嵌軸
支し、そのブーム23の下端部に従動スプロケツ
ト24を軸支して、これと前記駆動スプロケツト
22とに外周面側に掘削歯b……を装着したチエ
ンaをエンドレスにかけまわし、そのチエンa
を、ブーム23の中間部から突出せしめた支持腕
に軸支せる中間輪25……により緊張させ、駆動
スプロケツト22の駆動によりチエンaをエンド
レスに回動させてそのチエンaの周面に植設の掘
削歯b……により溝Wを掘削していく通常の無端
鎖式の溝掘機である。
The trench excavator A is mounted on a gear box 20 which also serves as a mounting machine frame. A drive shaft 21 that rotates through a transmission mechanism (not shown) is horizontally supported, and a drive sprocket 22 is attached to the drive shaft 21 so as to rotate together with the drive shaft 21. A boom 23 is loosely supported so that the upper end thereof can freely rotate back and forth, and a driven sprocket 24 is pivotally supported at the lower end of the boom 23. Chain a equipped with teeth b... is passed around endlessly, and the chain a is
is tensioned by an intermediate wheel 25 that is pivotally supported by a support arm protruding from the middle part of the boom 23, and the chain a is rotated endlessly by the drive of the drive sprocket 22, and the chain a is planted on the circumferential surface of the chain a. This is a normal endless chain type trench excavator that excavates a groove W using the excavating teeth b.

そして、該溝掘機Aは、それの取付機枠を兼ね
ているギヤボツクス20を、トラクタTの機体後
部に設けてある前述のトツプリンク10およびロ
アリンク11ならびにリフトアーム12らよりな
る三点ヒツチに連結装着することで、リフトアー
ム12の作動により自在に昇降するようトラクタ
Tに装架してある。また、前記ギヤボツクス20
から突出せしめた入力軸26を、ユニバーサルジ
ヨイント軸14を介してトラクタのPTO軸13
を伝導することで、トラクタT側から駆動スプロ
ケツト22を駆動するようにしてある。また、前
述のブーム23には、図面では省略しているが、
アームが突出していて、そのアームを連繋機構
(図示していない)を介してトラクタTの運転席
に座乗するオペレーターが前後に回動させること
により、ブーム23が前述の駆動スプロケツト2
2の駆動軸21中心に前後に傾斜回動するように
なる。
The trench excavator A has a gearbox 20, which also serves as a mounting frame, connected to a three-point hitch consisting of the above-mentioned top link 10, lower link 11, and lift arm 12, which are provided at the rear of the body of the tractor T. By being connected to and mounted on the tractor T, it is mounted on the tractor T so that it can be freely raised and lowered by the operation of the lift arm 12. Further, the gear box 20
The input shaft 26 protruding from the
The drive sprocket 22 is driven from the tractor T side by conducting the same. In addition, although not shown in the drawing, the boom 23 described above includes:
An arm protrudes, and when the arm is rotated back and forth by an operator sitting in the driver's seat of the tractor T via a linkage mechanism (not shown), the boom 23 is connected to the drive sprocket 2 described above.
The drive shaft 21 tilts and rotates back and forth around the drive shaft 21 of No. 2.

排土オーガーBは、オーガー軸30のまわりに
螺旋翼31を巻き付けた通常のものであるが、そ
れのオーガー軸30の搬送方向における始端側
を、前述の溝掘機Aのチエンaの中間を支承する
中間輪25…のうちで、溝掘機Aを地中に作用さ
せたときの進行方向の前面側で地表面GLよりも
少し上方に配位した中間輪25′の軸25aに、
第4図に示している如くユニバーサルジヨイント
32を介して連結し、該オーガー軸30の搬送方
向における終端側の端部を軸支する軸受支持部材
33を、連結鈑34を介して、溝掘機Aのブーム
23から側方に突出するように固定装設せるステ
ー35の突出端部に、取付ボルト36……により
連結支持せしめることで、前述の中間輪25′が
駆動輪となつてオーガー軸30を駆動し、かつ、
そのオーガー軸30が第4図にあるよう始端側か
ら終端側に向かい地表面GLから次第に上方に浮
き上がる姿勢として溝掘機Aの機枠に支架してあ
る。
The earth removal auger B is a conventional one with a spiral blade 31 wound around an auger shaft 30, and the starting end side of the auger shaft 30 in the conveyance direction is connected to the middle of the chain a of the trench excavator A described above. Among the supporting intermediate wheels 25..., on the shaft 25a of the intermediate wheel 25' located slightly above the ground surface GL on the front side in the direction of movement when the trench excavator A is operated underground,
As shown in FIG. 4, a bearing support member 33, which is connected via a universal joint 32 and pivotally supports the terminal end of the auger shaft 30 in the conveyance direction, is connected to the trench excavator via a connecting plate 34. By connecting and supporting the projecting end of the stay 35, which is fixedly installed so as to project sideways from the boom 23 of machine A, with mounting bolts 36, the aforementioned intermediate wheel 25' becomes a driving wheel, and the auger is driving the shaft 30, and
As shown in FIG. 4, the auger shaft 30 is supported on the machine frame of the trench excavator A in such a manner that it gradually floats upward from the ground surface GL from the start end to the end end.

前記第3図において、37……は前述の取付ボ
ルト36……を挿通するようステー35の突出端
部に設けたボルト穴で、上下方向にシリーズに設
けてあつて、連結鈑34を取付ボルト36……で
取付けセツトするときに、これらボルト穴37…
…のうちから取付ボルト36……挿通するボルト
穴37を選択することで、オーガー軸30の搬送
方向終端側に向かう上向きの傾斜角度αが所望に
調節できるようにしてある。
In FIG. 3, 37... are bolt holes provided at the protruding end of the stay 35 so that the aforementioned mounting bolts 36... can be inserted therethrough, and they are provided in series in the vertical direction. When installing and setting with 36..., these bolt holes 37...
By selecting the bolt hole 37 through which the mounting bolt 36 is inserted, the upward inclination angle α of the auger shaft 30 toward the terminal end in the conveying direction can be adjusted as desired.

この排土オーガーBは、第5図に示している如
く、掘削歯bを設けたチエンaの前方に、ギヤボ
ツクス20内の伝導機構と伝導して駆動回転する
駆動軸40を配設し、それにオーガー軸30の始
端側を伝導連結して、それの駆動を中間輪25′
を用いずに直接行なうようにする場合がある。こ
の場合は、オーガー軸30の搬送方向の終端側を
支持するステー35は、ギヤボツクス20から突
出するように装設する。
As shown in FIG. 5, this earth removal auger B has a drive shaft 40 that is driven and rotated in communication with a transmission mechanism in a gearbox 20, disposed in front of a chain a provided with excavation teeth b. The starting end of the auger shaft 30 is connected to the transmission connection, and its drive is transmitted to the intermediate wheel 25'.
In some cases, it may be done directly without using . In this case, the stay 35 that supports the terminal end side of the auger shaft 30 in the conveyance direction is installed so as to protrude from the gear box 20.

次に、第6図は前述の第4図の実施例の変形例
で、この実施例では、排土オーガーBの螺旋翼3
1を、オーガー軸30の搬送方向の始端側を駆動
軸たる中間輪25′の軸25aに伝導連結させる
ユニバーサルジヨイント32の周面にも取付ける
ことで、ユニバーサルジヨイント32の部分まで
排土作用を行なうようにしてある。なお、この実
施例はその余の構成は前述の第4図に示した実施
例と変わりないので、同じ構成部材について同一
の符号を付して詳しい説明は省略する。
Next, FIG. 6 shows a modification of the embodiment shown in FIG.
1 is also attached to the circumferential surface of the universal joint 32 that conductively connects the starting end side of the auger shaft 30 in the conveying direction to the shaft 25a of the intermediate wheel 25', which is the drive shaft, so that soil removal can be performed up to the part of the universal joint 32. I am trying to do this. The rest of the structure of this embodiment is the same as that of the embodiment shown in FIG. 4 described above, so the same constituent members are given the same reference numerals and detailed explanations will be omitted.

次に第7図は別の実施例を示している。この実
施例は、オーガー軸30の搬送方向における始端
側と中間輪25′の軸25a(別に設ける駆動軸4
0の場合もある)とを伝導連結するユニバーサル
ジヨイント32の周囲を、前記軸25aの軸受2
5bを支持する軸受支持部材と一体のケース50
に形成して、オーガー軸30の始端側をこのケー
ス50に軸受51を介して軸支することで、該オ
ーガー軸30が搬送方向の終端側に向かい次第に
地表面GLから浮き上がる傾斜姿勢に支持せしめ
るようにした例である。従つて、この実施例では
オーガー軸30の上向きの傾斜角度αは固定であ
り、また、オーガー軸30の搬送方向の終端側を
軸支する軸受支持部材33ならびにそれを支える
ステー35は省略されている。この実施例も、そ
の余の構成は前述の第4図に示した実施例と変わ
りないので、同効の構成部材について同一の符号
を付して詳しい説明は省略する。
Next, FIG. 7 shows another embodiment. In this embodiment, the starting end side of the auger shaft 30 in the conveying direction and the shaft 25a of the intermediate wheel 25' (a separately provided drive shaft 4
The bearing 2 of the shaft 25a is placed around the universal joint 32 that conductively connects the
Case 50 integrated with a bearing support member that supports 5b
By supporting the starting end of the auger shaft 30 in the case 50 via a bearing 51, the auger shaft 30 is supported in an inclined position in which it gradually rises above the ground surface GL toward the terminal end in the conveyance direction. This is an example of how to do this. Therefore, in this embodiment, the upward inclination angle α of the auger shaft 30 is fixed, and the bearing support member 33 that pivotally supports the terminal end side of the auger shaft 30 in the conveyance direction and the stay 35 that supports it are omitted. There is. The rest of the structure of this embodiment is the same as that of the embodiment shown in FIG. 4 described above, so the same reference numerals are given to the constituent members having the same effect, and detailed explanation thereof will be omitted.

次に第8図は、前記第7図に示した実施例の変
形例を示している。この実施例は、オーガー軸3
0の始端側と中間輪25′の軸25a(別の駆動軸
40の場合を含む)と伝導連結するユニバーサル
ジヨイント32が、フレキシブルシヤフト32′
になつている点が前記第7図に示した実施例と変
わつているだけで、その余の構成は変わりなく、
同じ構成部材については同一の符号を付して詳し
い説明は省略する。
Next, FIG. 8 shows a modification of the embodiment shown in FIG. 7. In this embodiment, the auger shaft 3
0 and the shaft 25a of the intermediate wheel 25' (including the case of another drive shaft 40), a universal joint 32 is connected to the flexible shaft 32'.
The only difference from the embodiment shown in FIG. 7 is that the rest of the configuration is the same.
The same constituent members are given the same reference numerals and detailed explanations will be omitted.

なお、図面では示していないが、駆動軸40ま
たは中間輪25′の軸25aとオーガー軸30の
始端側との伝導連結は、前述のケース50をギヤ
ケースに形成して、そこに収蔵するベベルギヤに
よつて行なうようにする場合がある。また第3図
において、cは掘削・成形する溝Wの底を浚う溝
浚器である。
Although not shown in the drawings, the transmission connection between the drive shaft 40 or the shaft 25a of the intermediate wheel 25' and the starting end side of the auger shaft 30 is achieved by forming the aforementioned case 50 into a gear case and using the bevel gear housed therein. In some cases, it may be necessary to do it by hand. Moreover, in FIG. 3, c is a trench dredge for dredging the bottom of the trench W to be excavated and formed.

このように構成せる実施例装置は次にように作
用する。
The embodiment device constructed in this manner operates as follows.

排土オーガーBは、溝掘機Aの掘削歯b……が
チエンaの回動によつて地表面GLに掘り上げら
れてくる掘削土を運び出すとき、第9図において
左半側に示している如く、その掘削土を側方に向
け斜め上向きに搬出することで、掘削土が排土オ
ーガーBの傾斜角度αに倣う緩やかな傾斜面を持
つ山Yに堆積していくようになるが、次々に搬出
していく掘削土がその山Yの緩やかな傾斜面に沿
い運び出されて、排土オーガーBの螺旋翼31の
終端から山Yの最も高い所の上面に放出されてい
くようになる。このため、同第9図の右半側に示
している如く、従前手段の排土オーガーBが、掘
削歯b……により掘り上げられてくる掘削土を、
それの螺旋翼31で地表面GLに沿い順次運び出
していくときに、その運び出す掘削土を既に運び
出して堆積している掘削土の山Yの中に押し込ん
でいくようになつて、その山Y全体を押し出すこ
とで生じていた脈動状の大きな振動がなくなり、
殆んど振動を発生させない状態で掘削土を運び出
していくようになる。
The earth removal auger B is used as shown on the left side in Fig. 9 when the excavation tooth b of the trench excavator A carries out the excavated soil dug up to the ground surface GL by the rotation of the chain a. By carrying out the excavated soil diagonally upward to the side, the excavated soil will be deposited on a mountain Y with a gentle slope that follows the inclination angle α of the earth removal auger B. The excavated soil that is being carried out one after another is carried out along the gentle slope of the mountain Y, and is discharged from the end of the spiral blade 31 of the earth removal auger B to the upper surface of the highest point of the mountain Y. . For this reason, as shown on the right side of FIG.
When the helical blades 31 carry out the excavated soil sequentially along the ground surface GL, the excavated soil to be carried out is pushed into the pile Y of excavated soil that has already been carried out and piled up, so that the entire pile Y The large pulsating vibrations that were caused by pushing out are eliminated,
Excavated soil can now be transported with almost no vibration.

以上説明したように本発明手段においては、溝
掘機のエンドレスに回動する掘削歯により掘り上
げられてくる掘削土を、溝掘機の近傍に搬送方向
の始端側が臨み、かつ、搬送方向の終端側に向か
い次第に地表面から浮き上がる排土オーガーによ
り、溝掘機の進行方向の側方の斜め上方に向けて
運び出すようにしているのだから、従来、排土オ
ーガーで掘削土を地表面に沿い運び出すことで生
じていた間欠的な大きな振動の発生、および溝掘
機の進行方向に対して直角方向に働く排土作用の
大きな反力がなくなつて、掘削・成形する溝の壁
面に振動による崩れを生ぜしめることなく、ま
た、溝に蛇行を生ぜしめないで作業が行なえるよ
うになる。また、前記反力による蛇行を防止する
ために、排土オーガーを左右に対称させて一対に
設けた場合に生じていた一層大きな振動を効果的
に解消せしめるようになる。
As explained above, in the means of the present invention, the excavated soil dug up by the endlessly rotating excavation teeth of the trench excavator is transported so that the starting end side in the conveying direction faces the vicinity of the trench excavating machine, and Conventionally, the earth removal auger lifts the excavated soil from the ground surface toward the end and carries it diagonally upward to the side in the direction of movement of the trench excavator. Intermittent large vibrations that had been caused by transporting the earth, and the large reaction force of the soil removal action acting perpendicularly to the direction of movement of the trench excavator, have disappeared, causing vibrations on the walls of the trench being excavated and formed. Work can now be carried out without causing collapse or meandering of the groove. Further, in order to prevent meandering due to the reaction force, the larger vibrations that would otherwise occur when a pair of earth removal augers are provided symmetrically laterally can be effectively eliminated.

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

第1図は従前手段の説明図、第2図は本発明法
の実施に用いる装置の後面図、第3図は同上装置
の要部の側面図、第4図は同上の排土オーガーの
後面図、第5図は別の実施例装置の要部の側面
図、第6図は排土オーガーの別の実施例の後面
図、第7図は排土オーガーの他の実施例の一部破
断した後面図、第8図は排土オーガーのさらに異
なる実施例の一部破断した後面図、第9図は作用
の説明図である。 図面符号の説明、A……溝掘機、B……排土オ
ーガー、M……根茎類、T……トラクタ、W……
溝、Y……掘削土の山、GL……地表面、a……
チエン、b……掘削歯、c……溝浚器、10……
トツプリンク、11……ロアーリンク、12……
リフトアーム、13……PTO軸、14……ユニ
バーサルジヨイント軸、20……ギヤボツクス、
21……駆動軸、22……駆動スプロケツト、2
3……ブーム、24……従動スプロケツト、2
5,25′……中間輪、25a……軸、25b…
…軸受、26……入力軸、30……オーガー軸、
31……螺旋翼、32……ユニバーサルジヨイン
ト、32′……フレキシブルシヤフト、33……
軸受支持部材、34……連結鈑、35……ステ
ー、36……取付ボルト、37……ボルト穴、4
0……駆動軸、50……ケース、51……軸受。
Fig. 1 is an explanatory diagram of the conventional means, Fig. 2 is a rear view of the device used to carry out the method of the present invention, Fig. 3 is a side view of the main parts of the same device, and Fig. 4 is the rear view of the same soil removal auger. Figure 5 is a side view of the main parts of another embodiment of the device, Figure 6 is a rear view of another embodiment of the earth removal auger, and Figure 7 is a partially broken view of another embodiment of the earth removal auger. FIG. 8 is a partially cutaway rear view of still another embodiment of the earth removal auger, and FIG. 9 is an explanatory view of the operation. Explanation of drawing symbols: A...Ditch digging machine, B...Earth removal auger, M...Rhizomes, T...Tractor, W...
Ditch, Y...Mountain of excavated soil, GL...Ground surface, a...
Chain, b...Drilling tooth, c...Ditch dredger, 10...
Top link, 11...Lower link, 12...
Lift arm, 13...PTO axis, 14...Universal joint shaft, 20...Gearbox,
21... Drive shaft, 22... Drive sprocket, 2
3... Boom, 24... Driven sprocket, 2
5, 25'... Intermediate wheel, 25a... Shaft, 25b...
... bearing, 26 ... input shaft, 30 ... auger shaft,
31... Helical wing, 32... Universal joint, 32'... Flexible shaft, 33...
Bearing support member, 34... Connection plate, 35... Stay, 36... Mounting bolt, 37... Bolt hole, 4
0... Drive shaft, 50... Case, 51... Bearing.

Claims (1)

【特許請求の範囲】 1 溝掘機のエンドレスに回動する掘削歯により
掘り上げられてくる掘削土を、溝掘機の近傍に搬
送方向の始端側が臨み、かつ、搬送方向の終端側
に向かい次第に地表面から浮き上がる排土オーガ
ーにより、溝掘機の進行方向の側方の斜め上方に
向けて運び出すことを特徴とする溝掘機における
排土方法。 2 搬送方向の始端部を溝掘機の近傍に臨ませ、
搬送方向の終端側を溝掘機の側方に向かわせて機
枠に支架せしめる溝掘機の排土オーガーにおい
て、それのオーガー軸を、搬送方向の終端側に向
かい次第に地表面から上方に浮き上がる姿勢とし
て機枠に支架せしめたことを特徴とする溝掘機に
おける排土オーガー。
[Scope of Claims] 1. Excavated soil dug up by the endlessly rotating excavation teeth of a trench excavator is transported so that the starting end in the conveying direction faces the vicinity of the trench excavating machine and the end side in the conveying direction faces toward the excavated soil. A soil removal method for a trench excavator, characterized in that the soil is carried away diagonally upward to the side in the direction of movement of the trench excavator by means of a soil removal auger that gradually rises from the ground surface. 2 Place the starting end in the transport direction near the trench excavator,
In the soil removal auger of a trench excavator, which is supported on the machine frame with the end side in the conveyance direction facing the side of the trench excavator, the auger shaft gradually rises upward from the ground surface toward the end side in the conveyance direction. An earth removal auger for a trench excavator characterized by being supported on the machine frame.
JP26463987A 1987-10-20 1987-10-20 Soil discharging method of ditcher and soil discharging auger of ditcher Granted JPH01105826A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26463987A JPH01105826A (en) 1987-10-20 1987-10-20 Soil discharging method of ditcher and soil discharging auger of ditcher

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26463987A JPH01105826A (en) 1987-10-20 1987-10-20 Soil discharging method of ditcher and soil discharging auger of ditcher

Publications (2)

Publication Number Publication Date
JPH01105826A JPH01105826A (en) 1989-04-24
JPH0568572B2 true JPH0568572B2 (en) 1993-09-29

Family

ID=17406146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26463987A Granted JPH01105826A (en) 1987-10-20 1987-10-20 Soil discharging method of ditcher and soil discharging auger of ditcher

Country Status (1)

Country Link
JP (1) JPH01105826A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103749039B (en) * 2014-01-03 2015-11-18 江苏大学 The spiral plough testing stand of a kind of garden ditching machine
KR101644010B1 (en) * 2016-05-04 2016-07-29 (주)지금강이엔지 ridger
CN106508240B (en) * 2016-12-05 2020-02-14 河南农业大学 Portable chinese yam harvester

Also Published As

Publication number Publication date
JPH01105826A (en) 1989-04-24

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