JP2012207370A - Groove forming device - Google Patents

Groove forming device Download PDF

Info

Publication number
JP2012207370A
JP2012207370A JP2011071419A JP2011071419A JP2012207370A JP 2012207370 A JP2012207370 A JP 2012207370A JP 2011071419 A JP2011071419 A JP 2011071419A JP 2011071419 A JP2011071419 A JP 2011071419A JP 2012207370 A JP2012207370 A JP 2012207370A
Authority
JP
Japan
Prior art keywords
earth
sand
groove forming
groove
pair
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2011071419A
Other languages
Japanese (ja)
Inventor
Tsuneo Onodera
恒雄 小野寺
Katsuro Dozono
克郎 堂園
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.)
Paddy Research Co Ltd
Caterpillar Kyushu KK
Original Assignee
Paddy Research Co Ltd
Caterpillar Kyushu KK
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 Paddy Research Co Ltd, Caterpillar Kyushu KK filed Critical Paddy Research Co Ltd
Priority to JP2011071419A priority Critical patent/JP2012207370A/en
Publication of JP2012207370A publication Critical patent/JP2012207370A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Soil Working Implements (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a groove forming device simple in structure and adaptable to soil having various characters.SOLUTION: A groove forming device 11 comprises: a work machine attachment part 18; a Russel part 19 having a front side sharpened in the groove forming direction below the work machine attachment part 18; and an earth and sand elimination part 20. The earth and sand elimination part includes: an earth and sand inlet part 27 surrounded by a pair of side plates 25 arranged opposite to each other at the same interval as the width size of the Russel part and a lower part connection plate 26a connecting the lower ends of the pair of side plates, and opened on the front side in the groove forming direction; an earth and sand outlet part 28 surrounded by the pair of side plates and a rear part connection plate 26b connecting the pair of side plates behind the Russel part, and opened upward; and an earth and sand guide 26c for guiding earth and sand coming from the earth and sand inlet part into the earth and sand elimination part to the earth and sand outlet part.

Description

本発明は、溝形成装置に関し、詳しくは、圃場等の地中に暗渠管を埋設するための溝を形成する溝形成装置に関する。   The present invention relates to a groove forming apparatus, and more particularly to a groove forming apparatus for forming a groove for burying a culvert tube in the ground of a farm field or the like.

従来から、水はけの悪い土地に排水暗渠を形成するための暗渠管(暗渠排水パイプ)を埋設施工する際には、パイプ外径に対応した幅狭の溝をトレンチャーにて掘削形成することが行われている。このトレンチャーは、上部の駆動用鎖車と下部の案内用ローラーとに、複数の切削刃を備えたチェーンを掛け渡し、チェーンを回転させることにより、切削刃で土砂を切削して溝を掘削形成し、切削した土砂を溝外部に排出する構造を有している(例えば、特許文献1参照。)。また、溝形成方向前方側が先鋭化したラッセル部によって土砂を切り開いくことにより、溝を形成することも行われている(例えば、特許文献2参照。)。   Conventionally, when burial pipes (underdrain drainage pipes) for forming drainage culverts in poorly drained land have been dug and formed by trenchers corresponding to the pipe outer diameter. It has been broken. This trencher spans a chain with multiple cutting blades between the upper drive wheel and the lower guide roller, and rotates the chain to cut the earth and sand with the cutting blade to form a groove. And it has the structure which discharges the cut earth and sand outside a groove | channel (for example, refer patent document 1). Moreover, a groove | channel is also formed by cutting open earth and sand by the Russell part which the groove | channel formation direction front side sharpened (for example, refer patent document 2).

特開平10−252097号公報Japanese Patent Laid-Open No. 10-252097 特開2005−194828号公報JP-A-2005-194828

しかし、トレンチャーは構造が複雑で高価であり、保守にも手間がかかるという問題があった。また、ラッセル部で土砂を切り開いていくものは、溝幅や土質によっては、溝の側壁部が強く圧縮されて溝周囲の土砂の通水性が低下してしまうことがあった。   However, the trencher has a problem that the structure is complicated and expensive, and maintenance is troublesome. In addition, in the case where the earth and sand are cut open at the Russell part, depending on the groove width and soil quality, the side wall of the groove is strongly compressed, and the water permeability of the earth and sand around the groove may be lowered.

そこで本発明は、簡単な構造で、様々な土質にも対応可能な溝形成装置を提供することを目的としている。   SUMMARY OF THE INVENTION An object of the present invention is to provide a groove forming apparatus having a simple structure and adaptable to various soil types.

上記目的を達成するため、本発明の溝形成装置は、地中に暗渠管を埋設するための溝を形成する溝形成装置であって、走行可能な作業機に装着される作業機装着部と、該作業機装着部の下方に連設され、溝形成方向前方側が先鋭化したラッセル部と、該ラッセル部の下方に連設された土砂排除部とを備え、該土砂排除部は、前記ラッセル部の後端の幅寸法と同じ間隔で対向配置された一対の側面板と該一対の側面板の下端を連結する下部連結板とに囲まれて溝形成方向前方側が開口した土砂入口部と、前記ラッセル部の後方で前記一対の側面板と該一対の側面板の後端を連結する後部連結板とに囲まれて上方が開口した土砂出口部とを備えるとともに、前記土砂入口部から土砂排除部内に進入した土砂を土砂出口部にガイドする土砂ガイドを備えていることを特徴とするしている。   In order to achieve the above object, a groove forming apparatus of the present invention is a groove forming apparatus for forming a groove for burying a culvert tube in the ground, and includes a work machine mounting portion mounted on a work machine capable of traveling. A raschel portion that is continuously provided below the work implement mounting portion and has a sharpened front side in the groove forming direction, and a sediment removal portion that is continuously provided below the raschel portion, and the sediment removal portion includes the raschel An earth and sand entrance portion that is surrounded by a pair of side plates opposed to each other at the same interval as the width of the rear end of the portion and a lower connecting plate that connects the lower ends of the pair of side plates, and whose front side in the groove forming direction is open; And a sand outlet portion surrounded by a pair of side plates and a rear connecting plate connecting the rear ends of the pair of side plates at the rear of the Russell portion, and an upper portion of the earth and sand outlet portion being open, and removing sediment from the earth and sand inlet portion. The earth and sand guide that guides the earth and sand that entered the club to the earth and sand outlet It is characterized in that is e.

さらに、本発明の溝形成装置は、前記土砂ガイドが、前記土砂入口部の下端から前記土砂出口部の後端に向かって上昇する傾斜面であること、前記土砂ガイドが、前記土砂入口部から土砂排除部内に進入した土砂を前記土砂出口部に向けて搬送する土砂搬送手段であることを特徴としている。また、前記一対の側面板同士の間隔が前記土砂入口部側に対して前記土砂出口部側が広く形成されていること、地中に挿入したときの前記ラッセル部の高さが15〜25cmの範囲、前記土砂入口部の高さが35〜45cmの範囲、前記土砂入口部における前記一対の側面板同士の間隔が15〜25cmの範囲に設定されていることを特徴としている。さらに、前記土砂出口部に、該土砂出口部から排出される土砂を溝の側方地表面に排出するための排出手段を備えていることを特徴としている。   Furthermore, in the groove forming apparatus of the present invention, the earth and sand guide is an inclined surface that rises from the lower end of the earth and sand inlet part toward the rear end of the earth and sand outlet part, and the earth and sand guide extends from the earth and sand inlet part. It is a sediment transport means for transporting the sediment that has entered the sediment removal section toward the sediment exit section. The distance between the pair of side plates is such that the earth and sand outlet part side is wider than the earth and sand inlet part side, and the height of the Russell part when inserted into the ground is in the range of 15 to 25 cm. The height of the earth and sand entrance portion is set in a range of 35 to 45 cm, and the distance between the pair of side plates in the earth and sand entrance portion is set in a range of 15 to 25 cm. Furthermore, the earth and sand outlet part is provided with a discharging means for discharging the earth and sand discharged from the earth and sand outlet part to the side surface of the groove.

本発明の溝形成装置によれば、暗渠管を埋設する溝を形成する際に、溝を形成する部分の土砂を土砂入口部から土砂排除部を介して土砂出口部から排出するので、溝の側壁部を圧縮することがなく、溝周囲の通水性を確保することができ、暗渠管を使用した圃場の地下灌漑(排水、給水)を確実に行うことができ、圃場への給水を少ない水量で効果的に行うことができる。   According to the groove forming apparatus of the present invention, when forming the groove for embedding the culvert pipe, the portion of the earth and sand that forms the groove is discharged from the earth and sand outlet portion through the earth and sand outlet portion, Without compressing the side wall, water permeability around the groove can be secured, underground irrigation (drainage, water supply) of the field using a culvert tube can be performed reliably, and water supply to the field is small Can be done effectively.

本発明の溝形成装置の第1形態例を示す斜視図である。It is a perspective view which shows the 1st example of a groove | channel formation apparatus of this invention. 同じく溝形成装置の側面図である。It is a side view of a groove forming device. 同じく溝形成装置の平面図である。It is a top view of a groove formation device similarly. 図2のIV−IV断面図である。It is IV-IV sectional drawing of FIG. 溝形成装置の使用状態の一例を示す説明図である。It is explanatory drawing which shows an example of the use condition of a groove | channel formation apparatus. 本発明の溝形成装置の第2形態例を示す斜視図である。It is a perspective view which shows the 2nd form example of the groove | channel formation apparatus of this invention. 同じく溝形成装置の側面図である。It is a side view of a groove forming device. 本発明の溝形成装置の第3形態例を示す側面図である。It is a side view which shows the 3rd example of a groove | channel formation apparatus of this invention. 同じく溝形成装置の正面図である。It is a front view of a groove forming device. 同じく溝形成装置の平面図である。It is a top view of a groove formation device similarly. 同じく溝形成装置の底面図である。It is a bottom view of a groove forming apparatus. 図8のXII-XII断面図である。It is XII-XII sectional drawing of FIG.

本形態例に示す溝形成装置11は、走行可能な作業機、例えば図5に示すように、ブルドーザ12の排土板13の下部や、前記特許文献2に記載されているように、バックホーの作業アームの先端、更には、トラクタなどの各種作業機の適宜な位置に着脱可能に取り付けられ、作業機を走行させたり、作業アームを作動させたりすることにより、圃場14のあらかじめ設定された位置に、あらかじめ設定された幅及び深さの暗渠管埋設用の溝15を形成するものであって、溝形成装置11は、作業機への取付状態や取付位置などの条件により、必要に応じて適宜な形状に形成したアタッチメント16を介して作業機に取り付けられる。   The groove forming apparatus 11 shown in the present embodiment is a work machine capable of traveling, for example, as shown in FIG. 5, a lower portion of the earth removing plate 13 of the bulldozer 12, or as described in the above-mentioned Patent Document 2, The position of the farm 14 is set in advance by detachably attaching to the tip of the work arm, and further on various work machines such as a tractor, and by running the work machine and operating the work arm. In addition, a groove 15 for embedding a culvert pipe having a preset width and depth is formed. The groove forming device 11 is provided as necessary depending on conditions such as an attachment state to the work machine and an attachment position. It is attached to the work machine via an attachment 16 formed in an appropriate shape.

溝形成装置11は、前記アタッチメント16に固定ピン17によって固着される作業機装着部18と、該作業機装着部18の下方に連設されたラッセル部19と、該ラッセル部19の下方に連設された土砂排除部20とを備えている。ラッセル部19は、水平方向に配置される矩形状の上板21と下板22との間に設けられるもので、溝形成方向前方側が先鋭化した状態で設けられた一対の斜板23と、該斜板23の溝形成方向後部側に設けられた溝幅方向の補強部材24とによって横断面が二等辺三角形状に形成されている。このラッセル部19における溝形成方向後部側の幅寸法は、形成する溝15の幅寸法、通常は15〜25cmに対応した寸法あるいは、溝15の幅寸法より1〜5cm程度大きな寸法に設定されている。また、ラッセル部19における溝形成方向前方側の頂点部分の開き角度は、30〜60度の範囲に設定され、ラッセル部19の高さは、圃場14の表土部分の深さに対応した寸法、通常は、溝形成装置11を地中に挿入した作業状態で15〜25cmの範囲に設定されている。   The groove forming device 11 includes a work implement mounting portion 18 fixed to the attachment 16 by a fixing pin 17, a raschel portion 19 continuously provided below the work implement mounting portion 18, and a lower portion of the raschel portion 19. And an earth and sand exclusion unit 20 provided. Russell portion 19 is provided between a rectangular upper plate 21 and a lower plate 22 arranged in the horizontal direction, a pair of swash plates 23 provided in a state where the front side in the groove forming direction is sharpened, The transverse section is formed in an isosceles triangle shape by the reinforcing member 24 in the groove width direction provided on the rear side of the swash plate 23 in the groove forming direction. The width dimension on the rear side in the groove forming direction of the raschel section 19 is set to a width dimension of the groove 15 to be formed, usually a dimension corresponding to 15 to 25 cm, or a dimension approximately 1 to 5 cm larger than the width dimension of the groove 15. Yes. Further, the opening angle of the apex portion on the front side in the groove forming direction in the raschel portion 19 is set in a range of 30 to 60 degrees, and the height of the raschel portion 19 is a dimension corresponding to the depth of the topsoil portion of the field 14; Usually, it is set in a range of 15 to 25 cm in a working state in which the groove forming device 11 is inserted into the ground.

土砂排除部20は、溝形成方向前方側が鉛直方向、溝形成方向後方側が水平方向となる側面視が扇形の左右一対の側面板25と、該一対の側面板25の円弧状外縁部を塞ぐ状態で設けられた土砂ガイド板26とで形成されている。一対の側面板25は、前記下板22の下面に、前記ラッセル部19の後端の幅寸法に対して通常は同じ幅寸法で、溝15の方向に対して平行に対向配置されている。   The earth and sand removing portion 20 is a state in which a pair of left and right side plates 25 having a fan shape in a side view in which the front side in the groove forming direction is the vertical direction and the rear side in the groove forming direction is the horizontal direction, and the arcuate outer edges of the pair of side plates 25 are closed. And the earth and sand guide plate 26 provided in the above. The pair of side plates 25 are disposed on the lower surface of the lower plate 22 so as to face each other in parallel with the direction of the groove 15, usually with the same width as the width of the rear end of the Russell portion 19.

土砂ガイド板26は、一対の側面板25の溝形成方向前方側下端同士を連結する下部連結板部分26aと、一対の側面板25の溝形成方向後端側上端同士を連結する後部連結板部分26bとを有しており、ラッセル部19の下方で、一対の側面板25,25、土砂ガイド板26及び下板22のそれぞれの溝形成方向前方側先端に囲まれた部分には、溝形成方向前方側に開口した縦長長方形状の土砂入口部27が形成されている。土砂入口部27の高さは、形成する溝15の深さに応じて設定され、通常は、35〜45cmであり、ラッセル部19と合わせて、通常は60cm程度の溝15を形成する寸法に設定されている。   The earth and sand guide plate 26 includes a lower connecting plate portion 26a that connects lower ends of the pair of side plates 25 in the groove forming direction and a rear connecting plate portion that connects upper ends of the pair of side plates 25 in the groove forming direction. 26b, below the Russell portion 19, in the portion surrounded by the front end of each of the pair of side plates 25, 25, the earth and sand guide plate 26, and the lower plate 22 in the groove forming direction. A vertically long earth-and-sand entrance portion 27 that opens to the front side in the direction is formed. The height of the earth and sand entrance portion 27 is set according to the depth of the groove 15 to be formed, and is usually 35 to 45 cm, and together with the russell portion 19, it is usually dimensioned to form the groove 15 of about 60 cm. Is set.

また、ラッセル部19の後方には、一対の側面板25,25の後部側上端及び土砂ガイド板26の後部側上端、下板22の後端に囲まれた部分に、溝15の上方に向かって開口した前後方向に長い長方形状の土砂出口部28が形成されている。土砂ガイド板26における下部連結板部分26aと後部連結板部分26bとの間の側面視円弧状の部分は、土砂入口部27から一対の側面板25に挟まれた土砂排除部20内に進入した土砂を土砂出口部28にガイドするための土砂ガイド部分26cとなっている。   Further, on the rear side of the raschel portion 19, a portion surrounded by the rear upper end of the pair of side plates 25, 25, the rear upper end of the earth and sand guide plate 26, and the rear end of the lower plate 22, toward the upper side of the groove 15. A rectangular earth and sand outlet 28 that is long in the front-rear direction is formed. A portion of the earth and sand guide plate 26 having a circular arc shape when viewed from the side between the lower connecting plate portion 26a and the rear connecting plate portion 26b has entered the earth and sand removing portion 20 sandwiched between the pair of side plates 25 from the earth and sand inlet portion 27. The earth and sand guide portion 26c for guiding the earth and sand to the earth and sand outlet 28 is provided.

このように形成された溝形成装置11は、図5に示すように、ブルドーザ12の排土板13に装着してラッセル部19以下の部分を地中に挿入した状態でブルドーザ12を前進させることにより、表土部分の土砂をラッセル部19によって掻き分け、表土から下の部分の土砂を土砂入口部27から土砂排除部20内に進入させ、土砂ガイド部分26cにより土砂出口部28にガイドして土砂出口部28の上方に排出することができる。これにより、ラッセル部19における溝形成方向後部側の幅W1及び一対の側面板25,25の外面幅に応じた幅寸法で、土砂入口部27下端の下部連結板部分26aの挿入深さに対応した深さの溝15を形成することができる。   As shown in FIG. 5, the groove forming device 11 formed in this way is attached to the earth removing plate 13 of the bulldozer 12 and advances the bulldozer 12 with the portion below the raschel portion 19 inserted into the ground. Thus, the soil of the topsoil portion is scraped by the Russell portion 19, the sand of the portion below the topsoil is entered from the sediment inlet portion 27 into the sediment removal portion 20, and guided to the sediment outlet portion 28 by the sediment guide portion 26 c and the sediment outlet. It can be discharged above the portion 28. This corresponds to the insertion depth of the lower connecting plate portion 26a at the lower end of the sand inlet portion 27 with a width dimension corresponding to the width W1 on the rear side in the groove forming direction in the Russell portion 19 and the outer surface width of the pair of side plates 25, 25. A groove 15 having a depth as described above can be formed.

このとき、土砂入口部27の上方がラッセル部19によって塞がれているため、土砂入口部27から進入した土砂が土砂排除部20の上方から溝形成方向前方に向けて逃げることがなく、土砂排除部20内に進入した土砂を、土砂ガイド板26の土砂ガイド部分26cによって土砂出口部28に確実にガイドして土砂出口部28から排出することができる。さらに、一対の側面板25が土砂入口部27の深さに比べて後方に長く延びている状態になっているため、土砂入口部27で切り開かれた状態の溝側面部分を一時的に保持して溝側面部分が溝15の内部に崩れ落ちることを抑えることができる。また、ラッセル部19で切り開かれる表土部分は耕作時に通水性が確保され、表土以下の部分は、土砂排除部20によって土砂を排除することで、溝15の側壁部分を圧縮することがないので、地中における通水性を損なうことはなく、効果的な地下灌漑を行うことができる。   At this time, since the upper part of the earth and sand inlet 27 is blocked by the Russell part 19, the earth and sand that has entered from the earth and sand inlet 27 does not escape from the upper part of the earth and sand removing part 20 toward the front of the groove forming direction. The earth and sand that has entered the exclusion part 20 can be reliably guided to the earth and sand outlet part 28 by the earth and sand guide part 26 c of the earth and sand guide plate 26 and discharged from the earth and sand outlet part 28. In addition, since the pair of side plates 25 extends rearward longer than the depth of the earth and sand inlet portion 27, the groove side surface portion opened by the earth and sand inlet portion 27 is temporarily held. Thus, the side surface portion of the groove can be prevented from collapsing into the groove 15. In addition, the topsoil portion that is cut open by the Russell portion 19 ensures water permeability at the time of cultivation, and the portion below the topsoil does not compress the side wall portion of the groove 15 by removing the soil by the sediment removal unit 20, Effective underground irrigation can be performed without impairing water permeability in the ground.

このようにして溝15を形成するにあたり、また、土砂排除部20における側面板25,25の前後方向の長さや、土砂排除部20において土砂ガイドとなる土砂ガイド板26の土砂ガイド部分26cの曲率は、溝15を形成する圃場の土質に合わせて最適な長さ及び曲率にそれぞれ設定することにより、土砂排除部20による土砂の排出及び溝形状の保持を効果的に行うことができる。また、土砂排除部20における土砂入口部27側の幅寸法W1に対して土砂出口部28側の幅寸法W2を広く形成しておくことにより、土砂排除部20内での土砂の圧縮による詰まりを抑えて土砂出口部28側への土砂の移動をより円滑に行うことができる。   In forming the groove 15 in this way, the length of the side plates 25, 25 in the front-rear direction in the sediment removal portion 20 and the curvature of the sediment guide portion 26c of the sediment guide plate 26 serving as a sediment guide in the sediment removal portion 20 are also described. By setting the optimum length and curvature according to the soil quality of the field in which the grooves 15 are formed, the sediment removal unit 20 can effectively discharge the soil and maintain the groove shape. Further, by forming the width dimension W2 on the sediment outlet section 28 side wider than the width dimension W1 on the sediment inlet section 27 side in the sediment removal section 20, clogging due to the compression of the sediment in the sediment removal section 20 is prevented. Thus, the earth and sand can be moved more smoothly toward the earth and sand outlet 28.

図6及び図7は、本発明の溝形成装置の第2形態例を示している。なお、以下の説明において、前記第1形態例に示した溝形成装置の構成要素と同一の構成要素には同一の符号を付して詳細な説明は省略する。本形態例に示す溝形成装置31は、作業機装着部18の下方に設けられるラッセル部19及び下板22を土砂入口部27の前端より溝形成方向前方側に突出させるとともに、土砂ガイド板26の溝形成方向前端も土砂入口部27の前端より溝形成方向前方側に突出させている。さらに、土砂出口部28は、一対の側面板25a,25bの一方の側面板25aの上部ラッセル部19の上部と同じ高さに設定し、一方の側面板25aの高さを他方の側面板25bの高さより高くしている。   6 and 7 show a second embodiment of the groove forming apparatus of the present invention. In the following description, the same components as those of the groove forming apparatus shown in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The groove forming apparatus 31 shown in the present embodiment causes the Russell portion 19 and the lower plate 22 provided below the work implement mounting portion 18 to protrude forward from the front end of the earth and sand inlet portion 27 in the groove forming direction, and the earth and sand guide plate 26. The front end in the groove forming direction is also protruded forward from the front end of the earth and sand inlet 27 in the groove forming direction. Further, the earth and sand outlet portion 28 is set at the same height as the upper portion of the upper raschel portion 19 of one side plate 25a of the pair of side plates 25a and 25b, and the height of one side plate 25a is set to the other side plate 25b. It is higher than the height.

このように、ラッセル部19及び下板22を土砂入口部27の前端より突出させることにより、土砂入口部27から進入する土砂が土砂排除部20の上方から溝形成方向前方に向けて逃げることをより確実に防止することができる。また、土砂出口部28における一対の側面板25a,25bの高さを変えることにより、土砂排除部20内を通って土砂出口部28から排出する土砂を高さの低い側面板25bの方向にガイドすることができ、形成した溝15の側方上面に、より確実に排出することができる。   In this way, by causing the Russell portion 19 and the lower plate 22 to protrude from the front end of the sediment entrance portion 27, the sediment entering from the sediment entrance portion 27 escapes from the top of the sediment removal portion 20 toward the front in the groove forming direction. It can prevent more reliably. Further, by changing the height of the pair of side plates 25a and 25b in the earth and sand outlet portion 28, the earth and sand discharged from the earth and sand outlet portion 28 through the earth and sand removing portion 20 is guided in the direction of the lower side plate 25b. And can be more reliably discharged to the side upper surface of the formed groove 15.

図8乃至図12は、本発明の溝形成装置の第3形態例を示している。本形態例に示す溝形成装置51は、作業機装着部18の下方に設けたラッセル部52の後方下方に土砂排除部53を設けている。ラッセル部52は、溝形成方向前方側が先鋭化した状態で設けられた一対の斜板54と、両斜板54の後方に連設した左右一対の側板55と、両側板55の後端同士の間を塞ぐ後面板56と、両斜板54,両側板55及び後面板56に囲まれた上部開口を塞ぐとともに、上面に前記作業機装着部18が設けられた上板57と、両斜板54,両側板55及び後面板56に囲まれた下部開口を塞ぐ下板58とを接合したものであって、上板57に比べて下板58が小さく、全体として下方が縮小した逆五角錐台形状に形成されている。   8 to 12 show a third embodiment of the groove forming apparatus of the present invention. The groove forming apparatus 51 shown in the present embodiment is provided with a sediment removal part 53 below the rear of the Russell part 52 provided below the work implement mounting part 18. The raschel portion 52 includes a pair of swash plates 54 provided in a state where the front side in the groove forming direction is sharpened, a pair of left and right side plates 55 connected to the rear of both swash plates 54, and the rear ends of the both side plates 55 A rear plate 56 that closes the gap, a top plate 57 that closes the upper opening surrounded by the two swash plates 54, the both side plates 55, and the rear plate 56; 54, a lower plate 58 which closes a lower opening surrounded by both side plates 55 and a rear plate 56, and the lower plate 58 is smaller than the upper plate 57, and the lower pentagonal pyramid is reduced as a whole. It is formed in a trapezoidal shape.

土砂排除部53は、両側板55の後端を後方に延出した状態になるように設けられた左右一対の側面板61と、該一対の側面板61の後端部同士の間を塞ぐ状態で設けられた土砂ガイド板62と、一方の側面板61の後部側上端に設けられた円弧状の土砂排出板63とを有しており、側面板61は、ラッセル部52の後端に接合された前部側面板61aと、該前部側面板61aの後端に接合された後部側面板61bとで形成されており、側面板61同士の間隔は、上方が拡開した状態となっている。   The earth and sand removing portion 53 is a state in which a space between the pair of left and right side plates 61 provided so as to extend rearward of the rear ends of the side plates 55 and the rear ends of the pair of side plates 61 is blocked. And an arc-shaped earth and sand discharge plate 63 provided at the upper end on the rear side of one side plate 61, and the side plate 61 is joined to the rear end of the Russell portion 52. The front side plate 61a and the rear side plate 61b joined to the rear end of the front side plate 61a are formed in such a manner that the interval between the side plates 61 is expanded upward. Yes.

また、土砂ガイド板62は、一対の後部側面板61bの溝形成方向前方側下端同士を連結する下部連結板62aと、一対の後部側面板61bの溝形成方向後方側上端同士を連結する上部連結板62bと、下部連結板62aと上部連結板62bとの間に設けられた中間連結板62cとで形成されており、下部連結板62aの傾斜角度は、形成する溝の底面に対して鋭角に交わる方向に設定され、上部連結板62bの傾斜角度は、中間連結板62cの傾斜角度よりも垂直に近い角度に設定され、上部連結板62bの上部が土砂排出板63に近付くように形成されている。   Also, the earth and sand guide plate 62 is connected to the lower connecting plate 62a that connects the lower ends in the groove forming direction of the pair of rear side plates 61b and the upper connection that connects the upper ends in the groove forming direction of the pair of rear side plates 61b. It is formed by a plate 62b and an intermediate connecting plate 62c provided between the lower connecting plate 62a and the upper connecting plate 62b. The inclination angle of the lower connecting plate 62a is an acute angle with respect to the bottom surface of the groove to be formed. The crossing direction is set, and the inclination angle of the upper connecting plate 62b is set to an angle closer to the vertical than the inclination angle of the intermediate connecting plate 62c, and the upper portion of the upper connecting plate 62b is formed so as to approach the earth and sand discharge plate 63. Yes.

このように形成された土砂排除部53は、ラッセル部52の下板58と、両側面板61と、土砂ガイド板62の下部連結板62aとに囲まれた部分に、溝形成方向前方側に向かって土砂入口部64が開口するとともに、ラッセル部52の後面板56と、両側面板61と、中間連結板62cとに囲まれた部分に上方に向かって土砂出口部65が開口し、該土砂出口部65の後部側に前記土砂排出板63が配置された状態となっている。   The earth and sand removing portion 53 formed in this way is directed to the front side in the groove forming direction at a portion surrounded by the lower plate 58 of the Russell portion 52, the both side surface plates 61, and the lower connecting plate 62a of the earth and sand guide plate 62. The earth and sand inlet 64 is opened, and the earth and sand outlet 65 is opened upward in a portion surrounded by the rear plate 56, the side plates 61 and the intermediate connecting plate 62c of the Russell portion 52, and the earth and sand outlet The earth and sand discharge plate 63 is disposed on the rear side of the portion 65.

本形態例に示す溝形成装置51も、前記各形態例と同様に、ブルドーザの排土板やバックホーの作業アームの先端に作業機装着部18を連結して用いられ、ラッセル部52の下半部を地中に挿入し、土砂入口部64の下端が形成する溝の深さに合わせた位置になるようにして溝形成装置51を進行させることにより、ラッセル部52が表土部分の土砂を掻き分け、ラッセル部52より下方の土砂入口部64から土砂排除部53内に進入した土砂をラッセル部52の後方に開口した土砂出口部65から上方に向けて排出するとともに、土砂排出板63が、土砂出口部65から排出される土砂を溝の一側方の地表面にガイドする(図8及び図12の矢印A参照)。   The groove forming apparatus 51 shown in the present embodiment is also used by connecting the work implement mounting portion 18 to the tip of the bulldozer discharge plate or the backhoe working arm in the same manner as the above embodiments. Is inserted into the ground, and the groove forming device 51 is advanced so that the lower end of the earth and sand entrance portion 64 is positioned in accordance with the depth of the groove formed, whereby the Russell portion 52 scrapes the earth and sand of the topsoil portion. The earth and sand that has entered the earth and sand removing part 53 from the earth and sand inlet part 64 below the Russell part 52 is discharged upward from the earth and sand outlet part 65 that opens to the rear of the raschel part 52, and the earth and sand discharge plate 63 is The earth and sand discharged from the outlet 65 is guided to the ground surface on one side of the groove (see arrow A in FIGS. 8 and 12).

これにより、溝形成装置51が通過した部分の地中に、上部の表土部分がラッセル部52の両側板55の外面形状に対応した形状で、ラッセル部52より下部側に土砂排除部53の両側面板61の外面形状に対応した形状の溝を形成することができ、排出した土砂が溝の側方の地表面に置かれた状態となる。   As a result, the upper surface soil portion has a shape corresponding to the outer surface shape of the both side plates 55 of the raschel portion 52 in the ground of the portion through which the groove forming device 51 has passed, and both sides of the sediment removal portion 53 are located below the raschel portion 52. A groove having a shape corresponding to the outer surface shape of the face plate 61 can be formed, and the discharged earth and sand are placed on the ground surface on the side of the groove.

また、形成する溝15は、圃場14の状況、すなわち、圃場14の土質、表土の深さ、耕作物の種類、埋設管の口径や敷設長さなどの条件に応じた深さ寸法及び幅寸法に設定されるものであるから、溝形成装置における各部の寸法や角度などは、基本構成を損なわない範囲で溝を形成するのに適したものとすることができる。さらに、土砂入口部から進入した土砂排除部内の土砂を土砂出口部に向かって搬送するベルトコンベヤやスクリューコンベヤなどの機械的な土砂搬送手段を設けることもできる。また、土質が乾燥して脆いような場合には、ラッセル部や土砂排除部の先端部に注水部を設け、外注水部から溝を形成する部分の土中に注水して土質を改善することにより、溝の形成作業性や溝の形状保持性を向上させることができる。   Further, the groove 15 to be formed has a depth dimension and a width dimension in accordance with the conditions of the field 14, that is, the soil quality of the field 14, the depth of the topsoil, the type of cultivated crop, the diameter of the buried pipe, and the laying length. Therefore, the size and angle of each part in the groove forming apparatus can be suitable for forming the groove within a range not impairing the basic configuration. Furthermore, it is possible to provide mechanical sediment transport means such as a belt conveyor or a screw conveyor that transports the sediment in the sediment exclusion section that has entered from the sediment entrance section toward the sediment exit section. In addition, if the soil is dry and brittle, a water injection part is provided at the tip of the Russell part or the sand removal part, and water is injected into the soil where the groove is formed from the external water injection part to improve the soil quality. Thus, the groove forming workability and the groove shape retention can be improved.

11…溝形成装置、12…ブルドーザ、13…排土板、14…圃場、15…溝、16…アタッチメント、17…固定ピン、18…作業機装着部、19…ラッセル部、20…土砂排除部、21…上板、22…下板、23…斜板、24…補強部材、25,25a,25b…側面板、26…土砂ガイド板、26a…下部連結板部分、26b…後部連結板部分、26c…土砂ガイド部分、27…土砂入口部、28…土砂出口部、31…溝形成装置、51…溝形成装置、52…ラッセル部、53…土砂排除部、54…斜板、55…側板、56…後面板、57…上板、58…下板、61…側面板、61a…前部側面板、61b…後部側面板、62…土砂ガイド板、62a…下部連結板、62b…上部連結板、62c…中間連結板、63…土砂排出板、64…土砂入口部、65…土砂出口部   DESCRIPTION OF SYMBOLS 11 ... Groove forming device, 12 ... Bulldozer, 13 ... Soil removal board, 14 ... Farm field, 15 ... Groove, 16 ... Attachment, 17 ... Fixed pin, 18 ... Working machine mounting part, 19 ... Russell part, 20 ... Sediment removal part 21 ... Upper plate, 22 ... Lower plate, 23 ... Swash plate, 24 ... Reinforcing member, 25, 25a, 25b ... Side plate, 26 ... Earth and sand guide plate, 26a ... Lower connecting plate portion, 26b ... Rear connecting plate portion, 26c ... earth and sand guide part, 27 ... earth and sand inlet part, 28 ... earth and sand outlet part, 31 ... groove forming apparatus, 51 ... groove forming apparatus, 52 ... Russell part, 53 ... earth and sand removing part, 54 ... swash plate, 55 ... side plate, 56 ... rear plate, 57 ... upper plate, 58 ... lower plate, 61 ... side plate, 61a ... front side plate, 61b ... rear side plate, 62 ... earth and sand guide plate, 62a ... lower connecting plate, 62b ... upper connecting plate 62c ... intermediate connecting plate, 63 ... sediment discharge plate, 64 Sediment inlet portion, 65 ... sediment outlet

Claims (6)

地中に暗渠管を埋設するための溝を形成する溝形成装置であって、走行可能な作業機に装着される作業機装着部と、該作業機装着部の下方に設けられて溝形成方向前方側が先鋭化したラッセル部と、該ラッセル部の下方に設けられた土砂排除部とを備え、該土砂排除部は、前記ラッセル部の後端の幅寸法と同じ間隔で対向配置された一対の側面板と該一対の側面板の下端を連結する下部連結板とに囲まれて溝形成方向前方側が開口した土砂入口部と、前記ラッセル部の後方で前記一対の側面板と該一対の側面板の後端を連結する後部連結板とに囲まれて上方が開口した土砂出口部とを備えるとともに、前記土砂入口部から土砂排除部内に進入した土砂を土砂出口部にガイドする土砂ガイドを備えていることを特徴とする溝形成装置。   A groove forming apparatus for forming a groove for burying a culvert tube in the ground, a work machine mounting portion mounted on a traveling work machine, and a groove forming direction provided below the work machine mounting section A raschel portion with a sharpened front side and a sediment removal portion provided below the raschel portion, the sediment removal portion being opposed to each other at the same interval as the width dimension of the rear end of the raschel portion. An earth and sand entrance portion that is surrounded by a side plate and a lower connecting plate that connects the lower ends of the pair of side plates and that opens on the front side in the groove forming direction, and the pair of side plates and the pair of side plates behind the Russell portion A sand outlet that is surrounded by a rear connecting plate that connects the rear ends and that opens upward, and a sand guide that guides the sand that has entered the earth and sand exclusion portion from the sand inlet to the sand outlet. A groove forming apparatus characterized by comprising: 前記土砂ガイドが、前記土砂入口部の下端から前記土砂出口部の後端に向かって上昇する傾斜面又は円弧面であることを特徴とする請求項1記載の溝形成装置。   The groove forming apparatus according to claim 1, wherein the earth and sand guide is an inclined surface or an arc surface rising from a lower end of the earth and sand inlet portion toward a rear end of the earth and sand outlet portion. 前記土砂ガイドが、前記土砂入口部から土砂排除部内に進入した土砂を前記土砂出口部に向けて搬送する土砂搬送手段であることを特徴とする請求項1記載の溝形成装置。   2. The groove forming apparatus according to claim 1, wherein the earth and sand guide is earth and sand conveying means for conveying the earth and sand that has entered the earth and sand removing part from the earth and sand inlet part toward the earth and sand outlet part. 前記一対の側面板同士の間隔は、前記土砂入口部側に対して前記土砂出口部側が広く形成されていることを特徴とする請求項1乃至3のいずれか1項記載の溝形成装置。   The groove forming apparatus according to any one of claims 1 to 3, wherein an interval between the pair of side plates is formed so that the earth and sand outlet part side is wider than the earth and sand inlet part side. 地中に挿入したときの前記ラッセル部の高さが15〜25cmの範囲、前記土砂入口部の高さが35〜45cmの範囲、前記土砂入口部における前記一対の側面板同士の間隔が15〜25cmの範囲に設定されていることを特徴とする請求項1乃至4のいずれか1項記載の溝形成装置。   The height of the Russell part when inserted into the ground is in the range of 15 to 25 cm, the height of the earth and sand inlet part is in the range of 35 to 45 cm, and the distance between the pair of side plates in the earth and sand inlet part is 15 to The groove forming apparatus according to any one of claims 1 to 4, wherein the groove forming apparatus is set in a range of 25 cm. 前記土砂出口部に、該土砂出口部から排出される土砂を溝の側方の地表面に排出するための排出部を備えていることを特徴とする請求項1乃至5のいずれか1項記載の溝形成装置。   6. The discharge part for discharging | emitting the earth and sand discharged from this earth and sand exit part to the ground surface of the side of a groove | channel in the said earth and sand exit part, The any one of Claim 1 thru | or 5 characterized by the above-mentioned. Groove forming device.
JP2011071419A 2011-03-29 2011-03-29 Groove forming device Pending JP2012207370A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011071419A JP2012207370A (en) 2011-03-29 2011-03-29 Groove forming device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011071419A JP2012207370A (en) 2011-03-29 2011-03-29 Groove forming device

Publications (1)

Publication Number Publication Date
JP2012207370A true JP2012207370A (en) 2012-10-25

Family

ID=47187341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011071419A Pending JP2012207370A (en) 2011-03-29 2011-03-29 Groove forming device

Country Status (1)

Country Link
JP (1) JP2012207370A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106034492A (en) * 2016-07-29 2016-10-26 无锡乐华自动化科技有限公司 Automatic furrow making device
CN109778771A (en) * 2019-03-11 2019-05-21 中山大学 A kind of controllable bottom sands sanding device and sanding method for thickness

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53118324U (en) * 1977-02-28 1978-09-20
JPS5796254U (en) * 1980-11-28 1982-06-14
JP2000336691A (en) * 1999-05-27 2000-12-05 Hiroshi Onodera Arrow excavating device
JP2005194828A (en) * 2004-01-09 2005-07-21 National Institute For Rural Engineering Trench forming device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53118324U (en) * 1977-02-28 1978-09-20
JPS5796254U (en) * 1980-11-28 1982-06-14
JP2000336691A (en) * 1999-05-27 2000-12-05 Hiroshi Onodera Arrow excavating device
JP2005194828A (en) * 2004-01-09 2005-07-21 National Institute For Rural Engineering Trench forming device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106034492A (en) * 2016-07-29 2016-10-26 无锡乐华自动化科技有限公司 Automatic furrow making device
CN109778771A (en) * 2019-03-11 2019-05-21 中山大学 A kind of controllable bottom sands sanding device and sanding method for thickness

Similar Documents

Publication Publication Date Title
US3874182A (en) Method of laying drainage tubing
ES2370459T3 (en) DRAGING HEAD OF A TOWING HOPPER DRILL DRAGING AND DRAGING PROCEDURE USING THIS DRAGING HEAD.
AU2018264097B2 (en) Dust suppression arrangement for heavy excavation equipment
JP3196857U (en) Sauce intake structure
KR101995332B1 (en) Underwater trenching apparatus
JP2016118088A (en) Dredging inlet structure
CA3018137C (en) Dredging apparatus and method of dredging
JP2012207370A (en) Groove forming device
US3528255A (en) Apparatus for laying plastic pipe
US9194103B2 (en) Tractor mounted excavation implement
US1185834A (en) Trench-excavator.
JP5663408B2 (en) Groove forming device
JP7170266B2 (en) Drainage forming device
JP2012229575A (en) Groove formation device
JP6960682B2 (en) A long harvester connected to a tractor
RU2107776C1 (en) Method of underwater digging operations with use of suction-tube dredge and hydraulic giant for underwater trenching
JP4621438B2 (en) Bullet culvert forming apparatus and method and bullet culvert
RU2279507C1 (en) Method for pipe drainage system construction in water-saturated ground and drainage laying machine for above method realization
CN109555179A (en) A kind of chain type cable plow
JP2018201378A (en) Root vegetable digging-out machine
JP6651116B2 (en) Groove forming bucket
EP0123468A1 (en) Trenching apparatus
JP4621443B2 (en) Drainage culvert formation method
JP4442724B2 (en) Groove forming device
JP6716155B2 (en) Root vegetable digging machine

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140320

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20141008

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20141014

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20150303