JP3785486B2 - Bullet culvert forming device - Google Patents

Bullet culvert forming device Download PDF

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JP3785486B2
JP3785486B2 JP2003409288A JP2003409288A JP3785486B2 JP 3785486 B2 JP3785486 B2 JP 3785486B2 JP 2003409288 A JP2003409288 A JP 2003409288A JP 2003409288 A JP2003409288 A JP 2003409288A JP 3785486 B2 JP3785486 B2 JP 3785486B2
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hydrophobic material
bullet
blade
culvert
backhoe
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JP2005171520A (en
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恒雄 小野寺
新作 藤森
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独立行政法人農業工学研究所
株式会社パディ研究所
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Description

本発明は、弾丸暗渠形成装置に関し、詳しくは、湿地での排水用等に設置される弾丸暗渠であって、特に籾殻のような疎水材を充填した通水溝を形成するための装置に関する。 The present invention relates to a bullet culvert forming equipment, and more particularly, to a projectile culvert installed like for the drainage of wetland, forming a through Mizumizo filled with hydrophobic material, such as rice husk, especially about the equipment for.

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装置として、いわゆる弾丸暗渠形成装置が知られている。この弾丸暗渠形成装置は、例えば、下端に弾丸を設けたチゼル(土壌切開部)を地中に進入させた状態でブルドーザー等で牽引することにより、地中に弾丸暗渠を形成するようにしている(例えば、特許文献1参照。)。また、溝内に暗渠排水パイプを敷設する暗渠排水工事では、排水性能を向上させるため、暗渠排水パイプ上方の溝内の所定深さまで小石や籾殻のような透水層を形成するための疎水材を投入した後、この疎水材の上に表土を投入して溝を埋め戻すことも行われている。
特公昭60−17894号公報
Conventionally, a so-called bullet culvert forming device is known as a device for forming drainage culverts on poorly drained land. In this bullet culvert forming device, for example, a bullet culvert is formed in the ground by pulling with a bulldozer or the like in a state where a chisel (soil incision portion) provided with a bullet at the lower end is advanced into the ground. (For example, refer to Patent Document 1). In addition, in culvert drainage work where a culvert drainage pipe is laid in the groove, in order to improve drainage performance, a hydrophobic material for forming a water permeable layer such as pebbles and rice husks to a predetermined depth in the groove above the culvert drainage pipe is used. After the introduction, topsoil is put on the hydrophobic material to refill the groove.
Japanese Patent Publication No. 60-17894

したがって、弾丸暗渠においても、暗渠内に籾殻のような疎水材を投入、充填した状態とすることにより、排水性能を向上させることが可能ではあるが、通常の弾丸暗渠は、弾丸部より上方の溝幅が狭いため、溝内に疎水材を投入することは極めて困難であった。また、疎水材の投入作業は、一般的に、袋詰めされた状態の疎水材を袋から溝内に投入するようにしており、そのほとんどを手作業に頼っているのが実情である。このため、疎水材を均一に敷き詰めることが困難であり、投入量(深さ)にムラを生じたり、疎水材の無駄が発生したりしていた。   Therefore, even in bullet culverts, it is possible to improve drainage performance by putting and filling a hydrophobic material such as rice husk into the culvert, but a normal bullet culvert is located above the bullet section. Since the groove width was narrow, it was extremely difficult to introduce a hydrophobic material into the groove. In addition, the hydrophobic material is generally put into the groove from the bag, and the actual situation is that most of the work depends on manual work. For this reason, it is difficult to spread the hydrophobic material uniformly, and the input amount (depth) is uneven, or the hydrophobic material is wasted.

そこで本発明は、通水溝内への疎水材の投入、充填を弾丸暗渠の形成と同時に、効率よくかつ均一に行うことができる弾丸暗渠形成装置を提供することを目的としている。 The present invention aims at providing introduction of hydrophobic materials into the Tsusuimizo, simultaneously with the formation of the bullet culvert filling, a bullet culvert forming equipment can be performed efficiently and uniformly.

上記目的を達成するため、本発明の弾丸暗渠形成装置は、通水溝及び弾丸暗渠を形成して、前記通水溝に疎水材を充填するための装置であって、走行可能なバックホーに水平方向の回動軸を介して回動可能に装着される鉛直方向のブレードと、該ブレードの進行方向後部側に連設された疎水材ホッパーと、該疎水材ホッパーの下部後方に開口した疎水材供給口と、前記ブレードの回動端部又は前記疎水材ホッパーの下部に連結されて、前記疎水材供給口よりも掘削方向後方側で弾丸暗渠を形成する弾丸と、前記回動軸を中心として前記ブレードを回動させて、前記弾丸を地中に挿入された状態の作業位置に対して前記バックホー側及び反バックホーの地上の両待機位置に位置させる、前記バックホーの作業アームに設けられたショベル駆動用のシリンダーとを備えるとともに、地中に挿入された状態の前記ブレードが通水溝掘削方向に進行中に前記疎水材ホッパー内に投入された疎水材が前記疎水材供給口から前記ブレードによって掘削された通水溝内に供給されるように形成したことを特徴としている。 To achieve the above object, the bullet underdrain forming apparatus of the present invention is to form a water passing grooves and projectile culverts, hydrophobic material to the water passage grooves Apparatus for Hama charging, the vehicle can travel backhoe A vertical blade that is rotatably mounted via a horizontal rotation shaft, a hydrophobic material hopper that is connected to the rear side in the advancing direction of the blade, and a hydrophobic that opens to the lower rear of the hydrophobic material hopper A material supply port , a bullet connected to the rotating end of the blade or the lower portion of the hydrophobic material hopper, and forming a bullet culvert behind the hydrophobic material supply port on the rear side in the excavation direction, and the rotation axis The backhoe is provided with a working arm of the backhoe that rotates the blade so that the bullet is inserted into the standby position on the ground on the backhoe side and the anti-backhoe side with respect to the working position in a state where the bullet is inserted into the ground. Excavator drive Together with and a cylinder, said blade in a state of being inserted into the ground is turned into the hydrophobic material in the hopper to the ongoing water passing excavating direction hydrophobic material is excavated by the blade from the hydrophobic material supply port It is characterized in that it is formed so as to be supplied into the water channel .

本発明によれば、弾丸暗渠や通水溝の形成と同時に、弾丸暗渠の上方の溝幅が狭い通水溝内に疎水材を確実に投入することができるので、作業性が大幅に向上するとともに、水はけの悪い土地における排水性能を確実に向上させることができる。 According to the present invention, simultaneously with the formation of the bullet culvert and the water channel, the hydrophobic material can be reliably put into the water channel having a narrow groove width above the bullet culvert, so the workability is greatly improved. At the same time, drainage performance in poorly drained land can be improved reliably.

図1乃至図9は、本発明の弾丸暗渠形成装置の参考例を示すもので、図1は側面図、図2は正面図、図3は弾丸暗渠形成装置を作業機であるバックホーのアームに装着した状態を示す側面図、図4は弾丸暗渠形成作業開始時の状態を示す側面図、図5は弾丸暗渠形成作業中の状態を示す側面図、図6は弾丸暗渠形成作業終了時の状態を示す側面図、図7は疎水材を充填した弾丸暗渠の断面側面図、図8は弾丸暗渠の断面正面図、図9は弾丸暗渠の施工例を示す平面図である。 1 to 9 show a reference example of a bullet culvert forming apparatus according to the present invention. FIG. 1 is a side view, FIG. 2 is a front view, and FIG. 3 is an arm of a backhoe as a working machine. 4 is a side view showing a state at the start of a bullet culvert forming operation, FIG. 5 is a side view showing a state during the formation of a bullet culvert, and FIG. 6 is a state at the end of the bullet culvert forming operation. 7 is a sectional side view of a bullet culvert filled with a hydrophobic material, FIG. 8 is a sectional front view of the bullet culvert, and FIG. 9 is a plan view showing a construction example of the bullet culvert.

参考例に示す弾丸暗渠形成装置は、2列の弾丸暗渠を同時に形成するための一対の弾丸暗渠形成部11を水平方向の連結枠12で一体的に連結したものであって、該連結枠12に設けた回動軸装着部13及び駆動手段連結部14を作業機としてのバックホー15に設けられているアーム16及び駆動手段としてのシリンダー17にそれぞれ連結することによって弾丸暗渠形成部11を作動させるようにしている。 The bullet culvert forming apparatus shown in this reference example is an apparatus in which a pair of bullet culvert forming portions 11 for simultaneously forming two rows of bullet culverts are integrally connected by a connecting frame 12 in the horizontal direction. The bullet culvert forming part 11 is operated by connecting the rotating shaft mounting part 13 and the driving means connecting part 14 provided in 12 to the arm 16 provided in the backhoe 15 as a working machine and the cylinder 17 as the driving means, respectively. I try to let them.

弾丸暗渠形成部11は、板状体からなるブレード21と、該ブレード21の回動端部に設けられた弾丸22と、前記ブレード21の進行方向後部側に連設された疎水材ホッパー23と、該疎水材ホッパー23の下部後方に開口した疎水材供給口24とを有している。なお、図2において、連結枠12の左側には、疎水材ホッパー23を設けずに、ブレード21と弾丸22とからなる弾丸暗渠形成部を設け、疎水材を充填した弾丸暗渠と通常の弾丸暗渠とを同時に並行して形成できるようにしている。   The bullet culvert forming part 11 includes a blade 21 made of a plate-like body, a bullet 22 provided at a rotating end of the blade 21, and a hydrophobic material hopper 23 continuously provided on the rear side in the traveling direction of the blade 21. The hydrophobic material hopper 23 has a hydrophobic material supply port 24 opened at the lower rear side. In FIG. 2, on the left side of the connecting frame 12, a bullet culvert forming part composed of a blade 21 and a bullet 22 is provided without a hydrophobic material hopper 23, and a bullet culvert filled with a hydrophobic material and a normal bullet culvert. Can be formed simultaneously in parallel.

連結枠12は、その両端にブレード21との連結部25が、中央上部に前記回動軸装着部13が、中央部の進行方向後方側に前記駆動手段連結部14が、そして、中央下部に掘削深さを確認するための側面視円弧状のガイド部材26がそれぞれ設けられており、回動軸装着部13は、回動軸を介してバックホー15のアーム16の先端に回動可能に装着されている。また、駆動手段連結部14は、連結軸によってアーム先端のリンク機構27に連結され、該リンク機構27を介してシリンダー17に接続している。回動軸装着部13及び駆動手段連結部14の位置は、弾丸暗渠形成部11をシリンダー17により回動軸装着部13を中心として回動させたときに、前記弾丸22が地中に挿入された状態の作業位置に対して、弾丸22が地上に位置する作業機側の待機位置及び反作業機側の待機位置にそれぞれ回動させることができるように設定されている。   The connecting frame 12 has connecting portions 25 to the blades 21 at both ends thereof, the rotating shaft mounting portion 13 at the center upper portion, the driving means connecting portion 14 at the rear side in the traveling direction of the center portion, and the center lower portion. Side-view arc-shaped guide members 26 for checking the excavation depth are provided, and the rotation shaft mounting portion 13 is rotatably mounted on the tip of the arm 16 of the backhoe 15 via the rotation shaft. Has been. Further, the driving means connecting portion 14 is connected to a link mechanism 27 at the end of the arm by a connecting shaft, and is connected to the cylinder 17 via the link mechanism 27. The positions of the rotating shaft mounting portion 13 and the driving means connecting portion 14 are such that when the bullet culvert forming portion 11 is rotated around the rotating shaft mounting portion 13 by the cylinder 17, the bullet 22 is inserted into the ground. It is set so that the bullet 22 can be rotated to the standby position on the work machine side and the standby position on the counter work machine side, which are located on the ground, with respect to the work position in the above state.

ブレード21は、弾丸暗渠形成時に進行方向となる部分、本参考例ではバックホー15側となる先端部分を先鋭化させた板状体を鉛直方向に向けて配置したものであって、連結枠12の連結部25にボルトで固定されている。弾丸22は、弾丸暗渠形成時におけるブレード21の下端となる位置に水平方向に向けて設けられており、先端が先鋭化した砲弾形状となっている。 The blade 21 is a plate-like body with a sharpened tip portion that becomes a traveling direction when a bullet culvert is formed, in this reference example , the tip portion on the backhoe 15 side, and is arranged in the vertical direction. It is fixed to the connecting portion 25 with bolts. The bullet 22 is provided in a horizontal direction at a position that becomes the lower end of the blade 21 when a bullet culvert is formed, and has a bullet shape with a sharpened tip.

疎水材ホッパー23は、上部開口に向けて逆台形状に拡開した疎水材投入部23aと、該疎水材投入部23aの下部に連設された疎水材ガイド部23bとで形成されており、疎水材ガイド部23bの幅寸法は、ブレード21の幅寸法(厚さ)よりも広く、弾丸22よりは狭い範囲に形成されている。この疎水材ガイド部23bの幅寸法を広くし過ぎると、施工時における掘削抵抗が大きくなって大きな駆動力を必要とするだけでなく、充填する疎水材の量が多くなってコストアップとなる。また、疎水材ガイド部23bの前方には、ブレード21の後端と疎水材ガイド部23bの先端との間の段差を解消するための斜面部23cが設けられている。   The hydrophobic material hopper 23 is formed of a hydrophobic material charging portion 23a that expands in an inverted trapezoidal shape toward the upper opening, and a hydrophobic material guide portion 23b that is continuously provided below the hydrophobic material charging portion 23a. The width dimension of the hydrophobic material guide portion 23 b is wider than the width dimension (thickness) of the blade 21 and is narrower than the bullet 22. If the width dimension of the hydrophobic material guide portion 23b is too large, not only the excavation resistance at the time of construction increases but a large driving force is required, but the amount of the hydrophobic material to be filled increases and the cost increases. Further, in front of the hydrophobic material guide portion 23b, a slope portion 23c for eliminating a step between the rear end of the blade 21 and the front end of the hydrophobic material guide portion 23b is provided.

疎水材供給口24は、疎水材ガイド部23bの下部後面を開口させたものであって、その高さは、形成する弾丸暗渠の底部から1/2〜3/4程度となっている。例えば、一般的な水田では、田面から10〜15cmがトラクター等で耕起されるので、弾丸22の底部が40cm程度、疎水材の充填高さが25〜30cmになるように設定される。このとき、田面近くまで疎水材を充填してもよいが、無駄になるだけである。   The hydrophobic material supply port 24 is formed by opening the lower rear surface of the hydrophobic material guide portion 23b, and its height is about 1/2 to 3/4 from the bottom of the bullet culvert to be formed. For example, in a general paddy field, 10 to 15 cm is cultivated by a tractor or the like from the paddy surface, so that the bottom of the bullet 22 is set to about 40 cm and the filling height of the hydrophobic material is set to 25 to 30 cm. At this time, the hydrophobic material may be filled close to the surface, but only wasteful.

このように形成した弾丸暗渠形成装置は、図3乃至図6に示すように、一般的なバックホー15のアーム16に装着されているショベル(バケット)を取り外した状態でアーム先端に装着し、アーム操作用のシリンダー18やショベル駆動用のシリンダー17を操作することにより、図7乃至図9に示すように、内部に疎水材31を充填した弾丸暗渠32を形成することができる。   As shown in FIGS. 3 to 6, the bullet culvert forming apparatus formed in this way is attached to the tip of the arm with the excavator (bucket) attached to the arm 16 of the general backhoe 15 removed. By operating the operation cylinder 18 and the shovel drive cylinder 17, a bullet culvert 32 filled with a hydrophobic material 31 can be formed as shown in FIGS. 7 to 9.

まず、図3に示すように、シリンダー17,18を操作することにより、前記弾丸暗渠形成部11をバックホー15から遠い位置の反作業機側の待機位置に回動させるとともに、弾丸暗渠を形成する土地33の端部に位置させる。この状態でシリンダー17を伸長方向に操作し、弾丸暗渠形成部11を回動軸装着部13を中心として回動させ、図4に示すように、弾丸暗渠形成部11の下部、すなわち、ブレード21、弾丸22及び疎水材ガイド部23bを地中の所定深さまで進入させ、弾丸22の軸線が略水平方向を向く状態とし、疎水材ホッパー23の開口が上方に向いた状態とする。   First, as shown in FIG. 3, by operating the cylinders 17 and 18, the bullet culvert forming portion 11 is rotated to the standby position on the side opposite to the work machine far from the backhoe 15 and a bullet culvert is formed. Located at the end of land 33. In this state, the cylinder 17 is operated in the extending direction to rotate the bullet culvert forming portion 11 around the rotation shaft mounting portion 13, and as shown in FIG. 4, the lower portion of the bullet culvert forming portion 11, that is, the blade 21. The bullet 22 and the hydrophobic material guide part 23b are advanced to a predetermined depth in the ground so that the axis of the bullet 22 faces substantially horizontal and the opening of the hydrophobic material hopper 23 faces upward.

この状態で、疎水材ホッパー23の開口からホッパー内に一作業量に相当する量の疎水材31を投入する。このとき、疎水材ホッパー23に大量の疎水材を投入することも可能であるが、ホッパーが大型化するだけでなく、一つの弾丸暗渠を形成した後に次の弾丸暗渠を形成する位置へ移動する際に疎水材供給口24から疎水材が流出して無駄になり、この疎水材の流出を防止するためには、疎水材供給口24を開閉するシャッター等を設ける必要があり、いずれにしても装置コストの上昇を招くことになり、可動部分を設けることは故障の原因ともなって好ましいものではない。   In this state, an amount of the hydrophobic material 31 corresponding to one work amount is put into the hopper from the opening of the hydrophobic material hopper 23. At this time, it is possible to put a large amount of hydrophobic material into the hydrophobic material hopper 23, but not only the hopper is enlarged, but also moves to the position where the next bullet culvert is formed after forming one bullet culvert. In this case, the hydrophobic material flows out from the hydrophobic material supply port 24 and is wasted. In order to prevent the hydrophobic material from flowing out, it is necessary to provide a shutter or the like for opening and closing the hydrophobic material supply port 24. This increases the cost of the apparatus, and providing a movable part is not preferable as a cause of failure.

次に、図5に示すように、弾丸暗渠形成部11の下部を地中に挿入した作業位置の状態でシリンダー17,18を操作し、弾丸暗渠形成部11をバックホー15側に向けて地中を進行させることにより、ブレード21、弾丸22及び疎水材ガイド部23bが通過した後に、所定形状の弾丸暗渠32が形成されるとともに、疎水材ホッパー23内の疎水材31が疎水材供給口24から弾丸暗渠32内に流出し、溝内の所定高さまで均一に投入、充填された状態となる。なお、弾丸暗渠形成部11及びアーム16の位置を固定した状態でバックホー15を走行させることにより弾丸暗渠32を形成することもでき、バックホー15の走行とシリンダー17,18の操作とを併用することもできる。   Next, as shown in FIG. 5, the cylinders 17 and 18 are operated in a state where the lower part of the bullet culvert forming part 11 is inserted into the ground, and the bullet culvert forming part 11 is directed toward the backhoe 15 to , The bullet culvert 32 having a predetermined shape is formed after the blade 21, the bullet 22 and the hydrophobic material guide portion 23 b have passed, and the hydrophobic material 31 in the hydrophobic material hopper 23 is transferred from the hydrophobic material supply port 24. It flows out into the bullet culvert 32 and is in a state of being uniformly charged and filled up to a predetermined height in the groove. It is also possible to form the bullet culvert 32 by running the backhoe 15 with the positions of the bullet culvert forming portion 11 and the arm 16 fixed, and the traveling of the backhoe 15 and the operation of the cylinders 17 and 18 are used in combination. You can also.

そして、図6に示すように、弾丸暗渠32が所定位置、例えば暗渠排水管の近傍や上方に到達したら、弾丸暗渠形成部11を作業機側の待機位置に回動させて弾丸暗渠形成部11の下部を地中から引き抜く。これにより、図7に示すように、所定長さで、内部に疎水材31を充填した状態の弾丸暗渠32が形成される。   As shown in FIG. 6, when the bullet culvert 32 reaches a predetermined position, for example, near or above the culvert drain pipe, the bullet culvert forming section 11 is rotated to the standby position on the working machine side to thereby form the bullet culvert forming section 11. Pull out the bottom of the ground. As a result, as shown in FIG. 7, a bullet culvert 32 having a predetermined length and filled with the hydrophobic material 31 is formed.

参考例に示す弾丸暗渠形成装置では、上述のような作業を適当な間隔を設けて繰り返すことにより、土地33の地中に、疎水材31を充填した弾丸暗渠32と疎水材が充填されていない通常の弾丸暗渠34とを交互に所定間隔で形成することができる。また、弾丸22が大きく膨れていることにより、弾丸暗渠32,34の周囲の土に亀裂を発生させることができるので、透水性が向上して暗渠の効果を高めることができる。したがって、全ての弾丸暗渠に疎水材を充填しなくても、所定の排水効果を得ることができるので、疎水材に要するコストを大幅に削減することができる。 In the bullet culvert forming apparatus shown in this reference example , the above-described operation is repeated with an appropriate interval, so that the land 33 is filled with the bullet culvert 32 filled with the hydrophobic material 31 and the hydrophobic material. The normal bullet culverts 34 that are not present can be alternately formed at predetermined intervals. Further, since the bullet 22 is greatly swollen, cracks can be generated in the soil around the bullet culverts 32 and 34, so that the water permeability is improved and the effect of the culvert can be enhanced. Therefore, the predetermined drainage effect can be obtained without filling all the bullet culverts with the hydrophobic material, so that the cost required for the hydrophobic material can be greatly reduced.

さらに、図4に示したように、弾丸暗渠形成部11の下部を地中に進入させる際に弾丸暗渠形成部11をその場で回動させることにより、土地33の端部にも弾丸暗渠32を容易かつ確実に形成することができ、土地端部付近における排水性を改善することができる。特に、弾丸暗渠形成部11をバックホー15のアーム16に装着することにより、作業機の走行量を低減することができ、トラクターのように弾丸暗渠32を形成する土地33内を走り回る必要がないので、地面、例えば田面の荒れを最小限とすることができる。さらに、弾丸暗渠を形成した部分を作業機が踏まないようにして作業でき、作業機の転回も不要であるから、作業機の走行や転回による荒れや弾丸暗渠の破壊も生じることがない。   Further, as shown in FIG. 4, when the lower part of the bullet culvert forming part 11 is advanced into the ground, the bullet culvert forming part 11 is rotated on the spot, so that the bullet culvert 32 is also provided at the end of the land 33. Can be formed easily and reliably, and drainage near the land edge can be improved. In particular, by mounting the bullet culvert forming part 11 on the arm 16 of the backhoe 15, the travel amount of the work machine can be reduced, and it is not necessary to run around the land 33 that forms the bullet culvert 32 like a tractor. The roughness of the ground, for example, the rice field, can be minimized. Furthermore, since the work implement can be operated without stepping on the part where the bullet culvert is formed and the work implement does not need to be turned, there is no occurrence of roughing or destruction of the bullet culvert caused by the running or turning of the work implement.

また、アーム16を適当に操作することにより、傾斜地にも弾丸暗渠を容易かつ確実に形成することができ、傾斜地から平坦地へ連続した状態の弾丸暗渠も容易に形成することができる。また、弾丸暗渠32に充填された疎水材31の上方は、周辺の土砂で埋め戻しておけばよく、発進側及び終端側の弾丸暗渠の円弧状部分も、必要に応じて籾殻や土砂を充填して塞いでおけばよい。   Further, by appropriately operating the arm 16, a bullet culvert can be easily and reliably formed on an inclined ground, and a bullet culvert in a state of being continuous from an inclined ground to a flat ground can be easily formed. The upper part of the hydrophobic material 31 filled in the bullet culvert 32 may be backfilled with surrounding earth and sand, and the arcuate portions of the bullet culverts on the starting side and the terminal side are filled with rice husk and earth and sand as necessary. Then close it.

なお、本参考例では、疎水材ホッパー23を設けた弾丸暗渠形成部11とこれを設けない弾丸暗渠形成部11とを連結枠12に所定間隔で設けた弾丸暗渠形成装置を例示したが、両方の弾丸暗渠形成部11に疎水材ホッパー23を設けるようにしててもよい。また、疎水材ホッパー23を備えたブレード21の適当な位置に回動軸装着部13及び駆動手段連結部14を設けることにより、一つの弾丸暗渠形成部11のみで疎水材を充填した弾丸暗渠を形成する装置とすることができ、逆に、連結枠12に3個以上の弾丸暗渠形成部11を設け、その少なくとも一つに疎水材ホッパー23を設けることも可能である。さらに、作業機としては、バックホー15に限らず、トラクター等も使用可能である。また、疎水材には、田畑等における弾丸暗渠では籾殻が最適であるが、公園、校庭等では小石等を用いることもできる。 In this reference example , the bullet culvert forming apparatus in which the bullet culvert forming section 11 provided with the hydrophobic material hopper 23 and the bullet culvert forming section 11 without the hydrophobic material hopper 23 are provided in the connecting frame 12 at predetermined intervals is exemplified. The bullet culvert forming part 11 may be provided with a hydrophobic material hopper 23. Further, by providing the rotating shaft mounting portion 13 and the driving means connecting portion 14 at an appropriate position of the blade 21 having the hydrophobic material hopper 23, the bullet culvert filled with the hydrophobic material by only one bullet culvert forming portion 11 can be formed. In contrast, it is possible to provide three or more bullet culvert forming portions 11 on the connecting frame 12 and a hydrophobic material hopper 23 on at least one of them. Furthermore, the working machine is not limited to the backhoe 15, and a tractor or the like can be used. As the hydrophobic material, rice husks are optimal for bullet culverts in fields and the like, but pebbles and the like can also be used in parks, schoolyards, and the like.

そして、上記同様の構成において、前記ブレード21の回動端部に設けられた弾丸22を省略し、ブレード21と疎水材ホッパー23とを組み合わせた構成とすることにより、幅狭の通水溝を掘削施工するのと同時に通水溝内に疎水材を充填することができ、さらに、これを前記同様にバックホー15に装着することにより、疎水材を充填した通水溝を容易かつ確実に形成することができる。   In the same configuration as described above, the bullet 22 provided at the rotating end of the blade 21 is omitted, and the blade 21 and the hydrophobic material hopper 23 are combined to form a narrow water passage groove. At the same time as excavation, the water channel can be filled with a hydrophobic material, and the water channel filled with the hydrophobic material can be easily and reliably formed by attaching the material to the backhoe 15 in the same manner as described above. be able to.

図10及び図11は、本発明の一形態例を示すもので、前記ブレードの回動端部に弾丸を設けない通水溝形成装置における疎水材供給口よりも掘削方向後方側に弾丸を設けた例を示している。なお、前記参考例で示した弾丸暗渠形成装置における構成要素と同一の構成要素には、それぞれ同一符号を付して詳細な説明は省略する。 10 and 11 show an embodiment of the present invention, in which a bullet is provided on the rear side in the excavation direction with respect to the hydrophobic material supply port in the water flow groove forming apparatus in which no bullet is provided at the rotating end of the blade. An example is shown. In addition, the same code | symbol is attached | subjected to the component same as the component in the bullet culvert formation apparatus shown in the said reference example , respectively, and detailed description is abbreviate | omitted.

本形態例に示す弾丸22は、前記ブレード21の回動端部にチェーン41を介して連結されており、掘削中は、ブレード21により牽引されて疎水材供給口24よりも掘削方向後方側で弾丸暗渠を形成する状態となっている。したがって、疎水材供給口24からの疎水材31は、ブレード21によって掘削された溝内に供給され、その後、溝下端が弾丸22によって押し広げられ、図11に示すように、上方の溝部42内には疎水材31が充填され、下端の弾丸部43内にはほとんど疎水材が存在しない状態の弾丸暗渠44を形成することができる。   The bullet 22 shown in this embodiment is connected to the rotating end of the blade 21 via a chain 41. During excavation, the bullet 22 is pulled by the blade 21 and behind the hydrophobic material supply port 24 in the excavation direction. It is in a state that forms a bullet culvert. Accordingly, the hydrophobic material 31 from the hydrophobic material supply port 24 is supplied into the groove excavated by the blade 21, and thereafter, the lower end of the groove is expanded by the bullet 22, and as shown in FIG. Is filled with a hydrophobic material 31, and a bullet culvert 44 can be formed in a state where almost no hydrophobic material is present in the bottom bullet portion 43.

なお、弾丸22は、チェーン41でブレード21に連結する他、適当なアームを用いたり、また、疎水材ホッパー23の下部に連結したりすることもできるが、掘削作業中に弾丸22やブレード21等に無理な力が加わらないように、チェーンのような自在性を有する連結具を用いることが好ましい。   The bullet 22 can be connected to the blade 21 with the chain 41, or an appropriate arm can be used or connected to the lower portion of the hydrophobic material hopper 23. The bullet 22 and the blade 21 can be used during excavation work. It is preferable to use a connecting tool having flexibility such as a chain so that an unreasonable force is not applied.

本発明の弾丸暗渠形成装置の一参考例を示す側面図である。It is a side view which shows one reference example of the bullet culvert formation apparatus of this invention. 同じく正面図である。It is also a front view. 弾丸暗渠形成装置をバックホーに装着した状態を示す側面図である。It is a side view which shows the state which mounted | wore the backhoe with the bullet culvert formation apparatus. 弾丸暗渠形成作業開始時の状態を示す側面図である。It is a side view which shows the state at the time of a bullet culvert formation work start. 弾丸暗渠形成作業中の状態を示す側面図である。It is a side view which shows the state in a bullet culvert formation operation. 弾丸暗渠形成作業終了時の状態を示す側面図である。It is a side view which shows the state at the time of a bullet culvert formation work completion | finish. 形成された弾丸暗渠の断面側面図である。It is a cross-sectional side view of the formed bullet culvert. 形成された弾丸暗渠の断面正面図である。It is a cross-sectional front view of the formed bullet culvert. 弾丸暗渠の施工例を示す平面図である。It is a top view which shows the construction example of a bullet culvert. 本発明の一形態例を示す側面図である。It is a side view which shows the example of 1 form of this invention. 本発明の一形態例で形成した弾丸暗渠の断面正面図である。It is a section front view of the bullet culvert formed in one example of the present invention.

符号の説明Explanation of symbols

11…弾丸暗渠形成部、12…連結枠、13…回動軸装着部、14…駆動手段連結部、15…バックホー、16…アーム、17,18…シリンダー、21…ブレード、22…弾丸、23…疎水材ホッパー、23a…疎水材投入部、23b…疎水材ガイド部、23c…斜面部、24…疎水材供給口、25…連結部、26…ガイド部材、27…リンク機構、31…疎水材、32,34…弾丸暗渠、33…土地、41…チェーン、42…溝部、43…弾丸部、44…弾丸暗渠   DESCRIPTION OF SYMBOLS 11 ... Bullet culvert formation part, 12 ... Connection frame, 13 ... Rotating shaft mounting part, 14 ... Drive means connection part, 15 ... Backhoe, 16 ... Arm, 17, 18 ... Cylinder, 21 ... Blade, 22 ... Bullet, 23 ... Hydrophobic material hopper, 23a... Hydrophobic material charging section, 23b... Hydrophobic material guide section, 23c... Slope section, 24... Hydrophobic material supply port, 25. , 32, 34 ... bullet culvert, 33 ... land, 41 ... chain, 42 ... groove, 43 ... bullet, 44 ... bullet culvert

Claims (1)

通水溝及び弾丸暗渠を形成して、前記通水溝に疎水材を充填するための装置であって、走行可能なバックホーに水平方向の回動軸を介して回動可能に装着される鉛直方向のブレードと、該ブレードの進行方向後部側に連設された疎水材ホッパーと、該疎水材ホッパーの下部後方に開口した疎水材供給口と、前記ブレードの回動端部又は前記疎水材ホッパーの下部に連結されて、前記疎水材供給口よりも掘削方向後方側で弾丸暗渠を形成する弾丸と、前記回動軸を中心として前記ブレードを回動させて、前記弾丸を地中に挿入された状態の作業位置に対して前記バックホー側及び反バックホーの地上の両待機位置に位置させる、前記バックホーの作業アームに設けられたショベル駆動用のシリンダーとを備えるとともに、地中に挿入された状態の前記ブレードが通水溝掘削方向に進行中に前記疎水材ホッパー内に投入された疎水材が前記疎水材供給口から前記ブレードによって掘削された通水溝内に供給されるように形成したことを特徴とする弾丸暗渠形成装置。 Forming a water passing grooves and projectile culverts, an apparatus for Hama hydrophobic material charge to the water passage groove, is rotatably mounted via a pivot axis in horizontal direction drivable backhoe A blade in the vertical direction, a hydrophobic material hopper continuously provided on the rear side in the moving direction of the blade, a hydrophobic material supply port opened at the lower rear of the hydrophobic material hopper, a rotating end of the blade or the hydrophobic material A bullet that is connected to the lower part of the hopper and forms a bullet culvert behind the hydrophobic material supply port in the excavation direction, and the blade is rotated around the rotation axis to insert the bullet into the ground A shovel drive cylinder provided on the work arm of the backhoe, which is positioned at both standby positions on the ground on the backhoe side and the anti-backhoe side with respect to the work position in the state of being placed , and inserted into the ground State Wherein the blade is formed so as to be supplied into the Tsusuimizo which the hydrophobic material has been charged into the hydrophobic material in the hopper in progress is drilled by said blade from said hydrophobic material supply port to the water passing grooves drilling direction A bullet culvert forming device characterized by this.
JP2003409288A 2003-12-08 2003-12-08 Bullet culvert forming device Expired - Lifetime JP3785486B2 (en)

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