JP5663408B2 - Groove forming device - Google Patents

Groove forming device Download PDF

Info

Publication number
JP5663408B2
JP5663408B2 JP2011126382A JP2011126382A JP5663408B2 JP 5663408 B2 JP5663408 B2 JP 5663408B2 JP 2011126382 A JP2011126382 A JP 2011126382A JP 2011126382 A JP2011126382 A JP 2011126382A JP 5663408 B2 JP5663408 B2 JP 5663408B2
Authority
JP
Japan
Prior art keywords
groove
wide
sand
narrow
forming
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.)
Active
Application number
JP2011126382A
Other languages
Japanese (ja)
Other versions
JP2012251392A (en
Inventor
小野寺 恒雄
恒雄 小野寺
克郎 堂園
克郎 堂園
Original Assignee
株式会社パディ研究所
キャタピラー九州株式会社
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 株式会社パディ研究所, キャタピラー九州株式会社 filed Critical 株式会社パディ研究所
Priority to JP2011126382A priority Critical patent/JP5663408B2/en
Publication of JP2012251392A publication Critical patent/JP2012251392A/en
Application granted granted Critical
Publication of JP5663408B2 publication Critical patent/JP5663408B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sewage (AREA)

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。)。   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).

特開平10−252097号公報Japanese Patent Laid-Open No. 10-252097

しかし、土質によっては、幅狭の溝を形成しても溝の壁面が崩れてしまうことがあり、崩れた土砂によって溝の深さが一定にならず、そのままでは暗渠管を埋設できなくなってしまう。   However, depending on the soil, even if a narrow groove is formed, the wall surface of the groove may collapse, and the depth of the groove will not be constant due to the collapsed earth and sand, and it will not be possible to bury the underdrain pipe as it is .

そこで本発明は、溝の壁面が崩れやすい土質の場合でも、暗渠管を埋設するための溝を容易かつ確実に形成することができる溝形成装置を提供することを目的としている。   Accordingly, an object of the present invention is to provide a groove forming apparatus capable of easily and reliably forming a groove for burying a culvert tube even when the wall surface of the groove is easily broken.

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、暗渠管に対応した溝幅の暗渠管敷設用の幅狭溝を形成する幅狭溝形成部と、前記幅狭溝より幅が広い幅広溝を形成する幅広溝形成部とを備え、該幅広溝形成部は、幅広溝形成方向に向かって開口した幅広土砂進入部と、該幅広土砂進入部の上部に設けられた作業機取付部と、前記幅広土砂進入部の幅広溝形成方向後方に連続して設けられた土砂貯留部とを備え、前記幅広土砂進入部は、前記幅広溝の底面を形成する溝底形成部と、該溝底形成部の溝幅方向両端から立ち上がって前記幅広溝の両壁面を形成する一対の溝壁形成部とを有し、前記土砂貯留部は、前記溝底形成部に連続して土砂貯留部の後方に向かって次第に幅狭となる底板と、前記一対の溝壁形成部に連続して土砂貯留部の後方に向かって次第に間隔が狭くなる一対の側板と、前記底板及び一対の側板の幅広溝形成方向後方端部を塞ぐ後壁とを備え、該後壁は、幅広溝形成後に幅狭溝を形成する際に前記幅広溝形成部によって形成した幅広溝の底面に沿う平板状に形成され、前記幅狭溝形成部は、前記後壁の幅広溝形成方向後方に突出した状態で設けられ、幅狭溝形成方向に向かって開口した幅狭土砂進入部と、該幅狭土砂進入部から進入した土砂を前記土砂貯留部に向けてガイドし、後壁に設けられた開口部を通して土砂貯留部内に送り出すガイド部とを備えるとともに、前記開口部を開閉する蓋板を備えていることを特徴としている。 To achieve the above object, the groove forming equipment of the present invention, there is provided a groove forming apparatus for forming a groove for embedding the underdrain pipes in the ground, the groove width corresponding to the underdrain pipe for underdrain pipe laying A narrow groove forming portion that forms a narrow groove and a wide groove forming portion that forms a wide groove wider than the narrow groove, the wide groove forming portion being open toward the wide groove forming direction. A wide earth and sand approaching portion; a work machine mounting portion provided at an upper portion of the wide earth and sand approaching portion; and an earth and sand storage portion provided continuously behind the wide groove forming direction of the wide earth and sand approaching portion. The earth and sand entering portion has a groove bottom forming portion that forms the bottom surface of the wide groove, and a pair of groove wall forming portions that rise from both ends in the groove width direction of the groove bottom forming portion to form both wall surfaces of the wide groove. The earth and sand reservoir is gradually narrower toward the rear of the earth and sand reservoir after the groove bottom forming part. After closing the bottom plate, the pair of side plates whose gaps are gradually narrowed toward the rear of the sediment storage portion, and the rear end portions of the bottom plate and the pair of side plates in the wide groove forming direction. And the rear wall is formed in a flat plate shape along the bottom surface of the wide groove formed by the wide groove forming portion when the narrow groove is formed after the wide groove is formed, The rear wall is provided in a state of projecting rearward in the wide groove forming direction, and the narrow earth and sand entering portion opened toward the narrow groove forming direction, and the earth and sand entering from the narrow earth and sand entering portion to the earth and sand storing portion. And a guide part that feeds into the sediment storage part through an opening provided on the rear wall, and a lid plate that opens and closes the opening.

本発明の溝形成装置によれば、幅広溝の底面部に暗渠管敷設用の幅狭溝を形成することができるので、幅狭溝の深さを浅くすることができ、幅狭溝の壁面が崩れることを抑えることができる。したがって、幅狭溝の内部にあらかじめ設定された状態で暗渠管を埋設施工することができる。   According to the groove forming apparatus of the present invention, a narrow groove for laying a culvert tube can be formed on the bottom surface of the wide groove, so that the depth of the narrow groove can be reduced, and the wall surface of the narrow groove Can be prevented from collapsing. Therefore, the culvert tube can be buried in a state set in advance in the narrow groove.

本発明の第1形態例を示す溝形成装置における幅広溝形成時の姿勢を示す正面図である。It is a front view which shows the attitude | position at the time of wide groove | channel formation in the groove | channel forming apparatus which shows the 1st example of this invention. 図1のII−II断面図である。It is II-II sectional drawing of FIG. 同じく幅狭溝形成時の姿勢を示す正面図である。It is a front view which similarly shows the attitude | position at the time of narrow groove | channel formation. 図3のIV−IV断面図である。It is IV-IV sectional drawing of FIG. 同じく使用状態の一例を示す説明図である。It is explanatory drawing which similarly shows an example of a use condition. 同じく幅広溝形成時の状態を示す正面図である。It is a front view which similarly shows the state at the time of wide groove | channel formation. 同じく幅狭溝形成時の状態を示す正面図である。It is a front view which similarly shows the state at the time of narrow groove formation. 同じく形成した溝に暗渠管を敷設した状態を示す断面図である。It is sectional drawing which shows the state which laid the culvert tube in the groove | channel formed similarly. 本発明の第2形態例を示す溝形成装置の一部断面側面図である。It is a partial cross section side view of the groove forming apparatus which shows the 2nd form example of this invention. 同じく正面図である。It is also a front view.

図1乃至図8の第1形態例に示す溝形成装置11は、例えば図5に示すように、バックホー12の作業アーム13の先端や、ブルドーザの排土板の下部、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、バックホー12などの作業機を走行させたり、作業アーム13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、図8に示すように、暗渠管15を埋設するための溝16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を介して作業機に取り付けられる。   As shown in FIG. 5, for example, the groove forming apparatus 11 shown in the first embodiment of FIGS. 1 to 8 includes a tip of a work arm 13 of a backhoe 12, a lower portion of a bulldozer discharge plate, and a tractor. FIG. 8 shows a predetermined position of the agricultural field 14 that is detachably attached to appropriate positions of various work machines and that is driven by a work machine such as the backhoe 12 or that the work arm 13 is operated. As described above, the groove 16 for embedding the culvert tube 15 is formed, and the groove forming device 11 is formed in an appropriate shape as necessary depending on conditions such as an attachment state and an attachment position to the working machine. It is attached to the work machine through the attached attachment.

溝形成装置11は、暗渠管15に対応した溝幅の暗渠管敷設用の幅狭溝16aを形成する幅狭溝形成部21と、前記幅狭溝16aより幅が広い幅広溝16bを形成する幅広溝形成部22とを備えている。幅広溝形成部22は、幅広溝16aの形成方向に向かって開口した幅広土砂進入部23と、該幅広土砂進入部23の上部に設けられた作業機取付部24と、前記幅広土砂進入部23の幅広溝形成方向後方に連続して設けられた土砂貯留部25とを備えている。前記幅広土砂進入部23は、前記幅広溝16bの底面を形成する溝底形成部26と、該溝底形成部26の溝幅方向両端から立ち上がって前記幅広溝16bの両壁面を形成する一対の溝壁形成部27,27とを有している。   The groove forming device 11 forms a narrow groove forming portion 21 that forms a narrow groove 16a for laying a dark pipe with a groove width corresponding to the underdrain pipe 15, and a wide groove 16b that is wider than the narrow groove 16a. And a wide groove forming portion 22. The wide groove forming portion 22 includes a wide earth and sand entering portion 23 that opens in the forming direction of the wide groove 16 a, a work implement attaching portion 24 provided on the upper portion of the wide earth and sand entering portion 23, and the wide earth and sand entering portion 23. The earth and sand storage part 25 provided continuously in the rear of the wide groove forming direction is provided. The wide earth and sand entering portion 23 has a groove bottom forming portion 26 that forms the bottom surface of the wide groove 16b, and a pair of walls that rise from both ends in the groove width direction of the groove bottom forming portion 26 to form both wall surfaces of the wide groove 16b. Groove wall forming portions 27, 27.

前記土砂貯留部25は、前記溝底形成部26に連続して土砂貯留部25の後方に向かって次第に幅狭となる形状の底板28と、前記一対の溝壁形成部27,27に連続して土砂貯留部25の後方に向かって次第に間隔が狭くなるように配置された一対の側板29と、前記底板28及び一対の側板29の幅広溝形成方向後方端部を塞ぐ後壁30とを備えている。後壁30は、幅広溝16bを形成した後に幅狭溝16aを形成する際に、前記幅広溝形成部22によって形成した幅広溝16bの底面に沿う方向の平板状で、幅狭溝形成時の先端部には、上方に向かって湾曲した形状の湾曲部30aが形成されている。   The earth and sand reservoir 25 continues to the groove bottom forming part 26 and continues to the bottom plate 28 having a shape gradually narrowing toward the rear of the earth and sand reservoir 25 and the pair of groove wall forming parts 27 and 27. And a pair of side plates 29 arranged so that the distance gradually decreases toward the rear of the earth and sand reservoir 25, and a rear wall 30 that closes the rear ends of the bottom plate 28 and the pair of side plates 29 in the wide groove forming direction. ing. The rear wall 30 has a flat plate shape in the direction along the bottom surface of the wide groove 16b formed by the wide groove forming portion 22 when forming the narrow groove 16a after forming the wide groove 16b. A curved portion 30a that is curved upward is formed at the distal end portion.

前記幅狭溝形成部21は、前記後壁30の幅広溝形成方向に対して後方に突出した状態で設けられており、幅狭溝形成方向に向かって開口した幅狭土砂進入部31と、該幅狭土砂進入部31から進入した土砂を前記土砂貯留部25に向けてガイドし、後壁30に設けられた開口部32を通して土砂貯留部25内に土砂送り出すガイド部33とを備えるとともに、前記開口部32を開閉するための蓋板34が後壁30の土砂貯留部25側内面にヒンジ35を介して回動可能に設けられている。   The narrow groove forming portion 21 is provided in a state of protruding rearward with respect to the wide groove forming direction of the rear wall 30, and the narrow soil entering portion 31 opened toward the narrow groove forming direction; A guide portion 33 for guiding the sand and sand that has entered from the narrow sand and sand entrance portion 31 toward the sediment storage portion 25 and sending out the sediment into the sediment storage portion 25 through an opening 32 provided in the rear wall 30; A lid plate 34 for opening and closing the opening 32 is rotatably provided on the inner surface of the rear wall 30 on the earth and sand storage portion 25 side via a hinge 35.

また、幅広溝形成部22における溝壁形成部27,27の幅広溝形成方向前端部及び幅狭溝形成部21の幅狭土砂進入部31の溝形成方向前端部には、前方側に向かって先鋭化された溝切部36,37がそれぞれ形成されている。   Further, in the wide groove forming portion 22, the wide groove forming direction front end portions of the groove wall forming portions 27, 27 and the narrow groove forming portion 21 of the narrow groove forming portion 21 in the groove forming direction front end portion are directed forward. Sharpened groove portions 36 and 37 are formed, respectively.

このような構造を有する溝形成装置11を使用して暗渠管15を埋設する溝16を形成する際には、図5に示すように、連結ピンを介してバックホー12の作業アーム13の先端に溝形成装置11を装着し、最初に幅広溝16bを形成する。   When using the groove forming apparatus 11 having such a structure to form the groove 16 for embedding the culvert tube 15, as shown in FIG. 5, the tip of the work arm 13 of the backhoe 12 is connected via a connecting pin. The groove forming device 11 is mounted, and the wide groove 16b is formed first.

幅広溝16bを形成する際には、溝形成装置11を図1及び図2や図5、図6に示すように、幅広土砂進入部23が幅広溝形成方向に向けて開口した状態にするとともに、形成する幅広溝16bの底面に平行な状態になるように底板28を位置させる。この状態で溝形成装置11を幅広溝形成方向に向けて移動させることにより、図6に示すように、幅広土砂進入部23が通過した部分に幅広溝16bを形成することができる。   When forming the wide groove 16b, as shown in FIGS. 1, 2, 5, and 6, the groove forming device 11 is in a state in which the wide earth and sand entering portion 23 is open toward the wide groove forming direction. The bottom plate 28 is positioned so as to be parallel to the bottom surface of the wide groove 16b to be formed. By moving the groove forming device 11 in this state in the wide groove forming direction, the wide groove 16b can be formed in the portion through which the wide earth and sand entering portion 23 has passed, as shown in FIG.

このとき、蓋板34は、自重によって開口部32を閉じた状態になっており、幅広土砂進入部23から土砂貯留部25内に進入した土砂が開口部32を通って土砂貯留部25の後方に排出されることを防止できる。   At this time, the cover plate 34 is in a state in which the opening 32 is closed by its own weight, and the earth and sand that has entered the earth and sand storage part 25 from the wide earth and sand entry part 23 passes through the opening 32 and is behind the earth and sand storage part 25. Can be prevented from being discharged.

幅広溝16bを形成した後、溝形成装置11を、図3及び図4、図7に示すように、後壁30の外面が、湾曲部30aを先頭にして幅広溝16bの底面に当接するような状態としてから溝形成装置11を幅狭溝形成方向に向けて移動させる。これにより、幅広溝16bの底面中央部の土砂が幅狭土砂進入部31からガイド部33内に進入し、ガイド部33でガイドされた土砂の圧力によって開口部32の蓋板34が自動的に開くことにより、幅狭土砂進入部31からの土砂を土砂貯留部25内に取り込むことができ、幅狭溝形成部21が通過した部分に幅狭溝16aを形成することができる。   After forming the wide groove 16b, the groove forming device 11 is set so that the outer surface of the rear wall 30 comes into contact with the bottom surface of the wide groove 16b with the curved portion 30a at the head, as shown in FIGS. Then, the groove forming device 11 is moved in the narrow groove forming direction. As a result, the earth and sand at the center of the bottom surface of the wide groove 16b enters the guide part 33 from the narrow earth and sand entering part 31, and the cover plate 34 of the opening 32 is automatically moved by the pressure of the earth and sand guided by the guide part 33. By opening, the earth and sand from the narrow earth and sand approach part 31 can be taken in the earth and sand storage part 25, and the narrow groove 16a can be formed in the part which the narrow groove formation part 21 passed.

この幅狭溝形成時には、後壁30の外面が幅広溝16bの底面に当接するようにして幅狭溝16aを形成することにより、幅狭溝16aの深さを一定にすることができる。また、一対の側板29の間隔が溝底部側で狭くなる逆台形状の状態になるので、先に形成した幅広溝16bの壁面に側板29の外面がほとんど当たることはなく、幅広溝16bの壁面が側板29に当たって崩れることを抑えることができる。さらに、幅狭溝形成部21の形状を、幅狭溝形成時の状態で幅狭溝16aの開口側が広く、底部側が狭い逆台形状に形成することにより、幅狭溝16aの壁面が崩れることを抑えることができる。   When forming the narrow groove, the narrow groove 16a is formed such that the outer surface of the rear wall 30 abuts the bottom surface of the wide groove 16b, whereby the depth of the narrow groove 16a can be made constant. Further, since the gap between the pair of side plates 29 becomes an inverted trapezoidal shape narrowing on the groove bottom side, the outer surface of the side plate 29 hardly hits the wall surface of the wide groove 16b formed earlier, and the wall surface of the wide groove 16b. Can be prevented from colliding with the side plate 29. Further, when the narrow groove forming portion 21 is formed in an inverted trapezoidal shape in which the narrow groove 16a is wide at the opening side and the bottom side is narrow when the narrow groove is formed, the wall surface of the narrow groove 16a is collapsed. Can be suppressed.

図9及び図10は、本発明の溝形成装置の第2形態例を示している。なお、前記第1形態例における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。   9 and 10 show a second embodiment of the groove forming apparatus of the present invention. In addition, the same code | symbol is attached | subjected to the component same as the component of the groove forming apparatus in the said 1st form example, and detailed description is abbreviate | omitted.

本形態例における溝形成装置は、幅広溝形成部22における幅広土砂進入部23の下方で、底板28の先端中央に幅狭溝形成部21の幅狭土砂進入部31を連続状態で形成した例を示している。このように、溝16の溝形成方向に向かって幅広土砂進入部23と幅狭土砂進入部31とを上下に連続させた状態で開口させることにより、溝形成装置を溝形成方向に移動させて幅広土砂進入部23で幅広溝16bを形成するのと同時に幅狭土砂進入部31で幅狭溝16aを形成することができる。   The groove forming apparatus in the present embodiment is an example in which the narrow sand entry portion 31 of the narrow groove formation portion 21 is continuously formed in the center of the tip of the bottom plate 28 below the wide sand entrance portion 23 in the wide groove formation portion 22. Is shown. In this way, by opening the wide sand and sand entrance portion 23 and the narrow soil and sand entrance portion 31 continuously in the vertical direction toward the groove forming direction of the groove 16, the groove forming device is moved in the groove forming direction. The narrow groove 16a can be formed at the narrow earth / sand entry portion 31 simultaneously with the formation of the wide groove 16b at the wide earth / sand entry portion 23.

本形態例においても、幅狭溝形成部21や幅広溝形成部22の形状を、形成した幅狭溝16aや幅広溝16bの壁面上部が拡開した逆台形状になるようにしておくことにより、溝16の溝壁面が崩れることを抑えることができる。   Also in this embodiment, the shape of the narrow groove forming portion 21 and the wide groove forming portion 22 is made to be an inverted trapezoidal shape in which the upper wall surface of the formed narrow groove 16a and wide groove 16b is expanded. It is possible to prevent the groove wall surface of the groove 16 from collapsing.

このように、幅狭溝形成部21と幅広溝形成部22とを備えた溝形成装置を使用することにより、暗渠管15の埋設深さに対応するための溝が深い幅広溝16bの底部中央に、暗渠管15を敷設するための溝が浅い幅狭溝16aを有する二段構造の溝16を形成することができ、溝が深くて壁面の面積が大きな幅広溝16bの壁面が崩れても、崩れた土砂が幅狭溝16a内に落下することはほとんどなく、また、幅狭溝16aは溝が浅いので壁面が崩れることはほとんどなく、壁面が崩れたとしても、少量の土砂が溝底部に落下するだけであるから、幅狭溝16aの底面部に暗渠管15を容易かつ確実に敷設することができる。したがって、溝の壁面が崩れやすい土質を有する圃場の場合でも、暗渠管15の埋設施工を効率よく短期間で行うことができる。   As described above, by using the groove forming apparatus including the narrow groove forming portion 21 and the wide groove forming portion 22, the center of the bottom portion of the wide groove 16b having a deep groove for accommodating the buried depth of the underdrain pipe 15 is provided. In addition, it is possible to form a two-stage groove 16 having a narrow groove 16a having a shallow groove for laying the underdrain pipe 15, and even if the wall surface of the wide groove 16b having a deep groove and a large wall surface is broken. The collapsed earth and sand hardly fall into the narrow groove 16a, and the narrow groove 16a has a shallow groove so that the wall surface is hardly collapsed. Therefore, the culvert tube 15 can be easily and reliably laid on the bottom surface of the narrow groove 16a. Therefore, even in the case of a farm field having a soil quality in which the wall surface of the groove tends to collapse, the burial tube 15 can be buried efficiently and in a short period of time.

また、幅狭溝形成部21や幅広溝形成部22の溝形成方向前端部に先端を先鋭化した溝切部を設けておくことにより、土砂を開口内外に確実に切り分けることができ、地中に土砂の塊や小石、草の根がある場合でも、所定形状の溝をより確実に形成することができる。   Further, by providing a groove cutting portion with a sharpened tip at the front end portion in the groove forming direction of the narrow groove forming portion 21 and the wide groove forming portion 22, the earth and sand can be reliably cut into the inside and outside of the opening, Even when there is a lump of earth and sand, pebbles, or grass roots, a groove having a predetermined shape can be more reliably formed.

なお、土砂貯留部25内に所定量の土砂が貯留された状態になったときには、バックホー12の作業アーム13を操作して溝周辺に土砂貯留部25内の土砂を排出すればよく、また、土砂貯留部25の後壁30の近傍に土砂貯留部25内の土砂を外部に排出するためのガイド部材や機械的に作動して土砂を排出する機構を備えた土砂排出手段を設けることにより、長い溝を連続的に形成することが可能である。また、幅狭溝16a内に暗渠管15を敷設した後は、通常通り埋め戻せばよい。   When a predetermined amount of sediment has been stored in the sediment storage unit 25, the work arm 13 of the backhoe 12 may be operated to discharge the sediment in the sediment storage unit 25 around the groove, By providing a guide member for discharging the earth and sand in the earth and sand storage unit 25 to the outside in the vicinity of the rear wall 30 of the earth and sand storage unit 25 and a mechanism and mechanism for discharging the earth and sand mechanically, Long grooves can be formed continuously. Moreover, after laying the culvert tube 15 in the narrow groove 16a, it may be backfilled as usual.

さらに、幅狭溝形成部21で形成した幅狭溝16a内に、図8に想像線で示すような上部が開口した不透水性部材38を介して暗渠管15を敷設し、暗渠管15に用水を供給して不透水性部材38内に貯留した状態とし、不透水性部材38の上方の土砂を介して毛細管現象により圃場の地中に用水を供給するように形成することもできる。このとき、幅狭溝16aの上部に幅広溝16bが形成されており、幅狭溝16a及び幅広溝16bには埋め戻された土砂が適度に締め固められて充填されるので、不透水性部材38の上方の幅狭溝16a内の土砂だけでなく、幅広溝16b内の土砂にも適度な毛細管現象が生じることから、幅広い範囲に効果的な地下灌漑を行うことが可能となる。   Further, the culvert pipe 15 is laid in the narrow groove 16a formed by the narrow groove forming portion 21 through an impermeable member 38 having an upper portion opened as indicated by an imaginary line in FIG. It is also possible to supply water and store it in the water-impermeable member 38 so that the water is supplied into the ground of the field by capillary action through the earth and sand above the water-impermeable member 38. At this time, the wide groove 16b is formed above the narrow groove 16a, and the narrow groove 16a and the wide groove 16b are filled with the backfilled earth and sand appropriately. Appropriate capillarity occurs not only in the earth and sand in the narrow groove 16a above 38, but also in the earth and sand in the wide groove 16b, so that effective underground irrigation can be performed over a wide range.

11…溝形成装置、12…バックホー、13…作業アーム、14…圃場、15…暗渠管、16…溝、16a…幅狭溝、16b…幅広溝、21…幅狭溝形成部、22…幅広溝形成部、23…幅広土砂進入部、24…作業機取付部、25…土砂貯留部、26…溝底形成部、27…溝壁形成部、28…底板、29…側板、30…後壁、30a…湾曲部、31…幅狭土砂進入部、32…開口部、33…ガイド部、34…蓋板、35…ヒンジ、36,37…溝切部、38…不透水性部材   DESCRIPTION OF SYMBOLS 11 ... Groove formation apparatus, 12 ... Backhoe, 13 ... Working arm, 14 ... Farm, 15 ... Underdrain pipe, 16 ... Groove, 16a ... Narrow groove, 16b ... Wide groove, 21 ... Narrow groove formation part, 22 ... Wide Groove forming part, 23 ... wide earth and sand approaching part, 24 ... work machine mounting part, 25 ... earth and sand storing part, 26 ... groove bottom forming part, 27 ... groove wall forming part, 28 ... bottom plate, 29 ... side plate, 30 ... rear wall , 30a ... curved portion, 31 ... narrow sand entry portion, 32 ... opening, 33 ... guide portion, 34 ... cover plate, 35 ... hinge, 36, 37 ... groove cut portion, 38 ... impermeable member

Claims (1)

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、暗渠管に対応した溝幅の暗渠管敷設用の幅狭溝を形成する幅狭溝形成部と、前記幅狭溝より幅が広い幅広溝を形成する幅広溝形成部とを備え、該幅広溝形成部は、幅広溝形成方向に向かって開口した幅広土砂進入部と、該幅広土砂進入部の上部に設けられた作業機取付部と、前記幅広土砂進入部の幅広溝形成方向後方に連続して設けられた土砂貯留部とを備え、前記幅広土砂進入部は、前記幅広溝の底面を形成する溝底形成部と、該溝底形成部の溝幅方向両端から立ち上がって前記幅広溝の両壁面を形成する一対の溝壁形成部とを有し、前記土砂貯留部は、前記溝底形成部に連続して土砂貯留部の後方に向かって次第に幅狭となる底板と、前記一対の溝壁形成部に連続して土砂貯留部の後方に向かって次第に間隔が狭くなる一対の側板と、前記底板及び一対の側板の幅広溝形成方向後方端部を塞ぐ後壁とを備え、該後壁は、幅広溝形成後に幅狭溝を形成する際に前記幅広溝形成部によって形成した幅広溝の底面に沿う平板状に形成され、前記幅狭溝形成部は、前記後壁の幅広溝形成方向後方に突出した状態で設けられ、幅狭溝形成方向に向かって開口した幅狭土砂進入部と、該幅狭土砂進入部から進入した土砂を前記土砂貯留部に向けてガイドし、後壁に設けられた開口部を通して土砂貯留部内に送り出すガイド部とを備えるとともに、前記開口部を開閉する蓋板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 pipe in the ground, the narrow groove forming section for forming a narrow groove for laying a culvert pipe corresponding to the culvert pipe, and the narrow width A wide groove forming portion that forms a wide groove wider than the groove, and the wide groove forming portion is provided on the wide earth and sand entering portion that opens in the wide groove forming direction, and on the upper portion of the wide earth and sand entering portion. A working machine mounting portion, and a sand storage portion provided continuously behind the wide groove forming direction of the wide earth and sand entering portion, wherein the wide earth and sand entering portion forms a groove bottom that forms a bottom surface of the wide groove. And a pair of groove wall forming portions that rise from both ends in the groove width direction of the groove bottom forming portion to form both wall surfaces of the wide groove, and the earth storage portion is continuous with the groove bottom forming portion. A bottom plate that gradually becomes narrower toward the rear of the sediment storage part and the pair of groove wall forming parts. A pair of side plates that gradually narrow toward the rear of the storage portion, and a rear wall that closes the rear ends of the bottom plate and the pair of side plates in the wide groove forming direction, the rear wall being narrow after the wide groove is formed. When the groove is formed, it is formed in a flat plate shape along the bottom surface of the wide groove formed by the wide groove forming portion, and the narrow groove forming portion is provided in a state of protruding rearward in the wide groove forming direction of the rear wall. The narrow sand and sand intrusion part opened toward the narrow groove forming direction, and the earth and sand entering from the narrow sand and sand entrance part are guided toward the earth and sand storage part, and the sand and sand are stored through the opening provided in the rear wall. A groove forming apparatus comprising: a guide portion that feeds into the portion; and a lid plate that opens and closes the opening portion.
JP2011126382A 2011-06-06 2011-06-06 Groove forming device Active JP5663408B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011126382A JP5663408B2 (en) 2011-06-06 2011-06-06 Groove forming device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011126382A JP5663408B2 (en) 2011-06-06 2011-06-06 Groove forming device

Publications (2)

Publication Number Publication Date
JP2012251392A JP2012251392A (en) 2012-12-20
JP5663408B2 true JP5663408B2 (en) 2015-02-04

Family

ID=47524440

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011126382A Active JP5663408B2 (en) 2011-06-06 2011-06-06 Groove forming device

Country Status (1)

Country Link
JP (1) JP5663408B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6675634B2 (en) * 2015-12-10 2020-04-01 国立研究開発法人農業・食品産業技術総合研究機構 Groove forming apparatus and groove forming method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5080211U (en) * 1973-11-21 1975-07-10
JPS5828038Y2 (en) * 1980-04-26 1983-06-18 高橋 「のぼる」 General purpose bucket
JP2001173003A (en) * 1999-12-17 2001-06-26 Daisho Juken:Kk Ditch excavating bucket

Also Published As

Publication number Publication date
JP2012251392A (en) 2012-12-20

Similar Documents

Publication Publication Date Title
KR101995332B1 (en) Underwater trenching apparatus
WO2014161984A1 (en) Trench cutting apparatus
JP5663408B2 (en) Groove forming device
JP2020066896A (en) Work machine
US9194103B2 (en) Tractor mounted excavation implement
JP6255262B2 (en) Underground pipe laying device
US5465511A (en) Trenching machine
JP5521246B2 (en) Drainage culvert forming device
JP2012207370A (en) Groove forming device
JP4615688B2 (en) Underdrain forming work machine, undercover forming work system and undercover forming method
CN205688477U (en) Ditching pipeline burying machine
JP3934984B2 (en) Bullet culvert forming apparatus and method
JP4997324B2 (en) Bullet culvert formation method
JP4621438B2 (en) Bullet culvert forming apparatus and method and bullet culvert
JP7072837B2 (en) Material-free culvert forming method and work machine for material-free culvert forming
JP4442724B2 (en) Groove forming device
RU2279507C1 (en) Method for pipe drainage system construction in water-saturated ground and drainage laying machine for above method realization
JP6150400B2 (en) Field vertical route forming device
JP6651116B2 (en) Groove forming bucket
JP4621443B2 (en) Drainage culvert formation method
JP6249532B2 (en) Underdrain formation device
JP2012229575A (en) Groove formation device
RU2500858C1 (en) Bucket of dredger
JP3785486B2 (en) Bullet culvert forming device
KR20150046497A (en) An apparatus for harvesting lotus roots

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140424

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20140815

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20140826

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20141027

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20141118

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20141208

R150 Certificate of patent or registration of utility model

Ref document number: 5663408

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250