JP2015167945A - Washing equipment for culvert drain pipe - Google Patents

Washing equipment for culvert drain pipe Download PDF

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JP2015167945A
JP2015167945A JP2014058961A JP2014058961A JP2015167945A JP 2015167945 A JP2015167945 A JP 2015167945A JP 2014058961 A JP2014058961 A JP 2014058961A JP 2014058961 A JP2014058961 A JP 2014058961A JP 2015167945 A JP2015167945 A JP 2015167945A
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pipe
drain pipe
pressure water
excavation rod
culvert drain
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JP6286710B2 (en
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宏 川崎
Hiroshi Kawasaki
宏 川崎
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Kawasaki Kentetsu Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a device that does not require excavation of soil covering a culvert drain pipe, in a construction for washing and removing soil and sand deposited in the culvert drain pipe.SOLUTION: In a washing device for a culvert drain pipe, position detecting means which is inserted through into the culvert drain pipe buried under the ground to measure a laying position of the culvert drain pipe detects a position of soil and sand deposited in the culvert drain pipe, excavation means provided in an excavation rod opens the culvert drain pipe by contacting the excavation rod to the culvert drain pipe from a surface of the ground just above the position where the soil and sand are deposited in the pipe, for inserting the excavation rod into the culvert drain pipe, then high-pressure washing water is injected from an injection port provided at a distal end of the excavation rod positioned in the culvert drain pipe so as to remove the soil and sand deposited in the culvert drain pipe.

Description

地下に埋設した暗渠排水管内に堆積した土砂を除去する装置に関する。  The present invention relates to an apparatus for removing sediment accumulated in underground drainage pipes buried underground.

農地には余剰な土壌水分を排出するため暗渠排水管が敷設される。それらの管は、管壁の目詰まりや管内の土詰まりなどにより排水機能が低下すると、新たな管を再敷設する必要があり経済的負担となる。このため検査・洗浄による暗渠排水管の保全の工事が行われる。
農業用暗渠排水管には、透水性のある素焼き土管や管壁に孔が開いた樹脂管がある。図1に示すように、農地又は圃場Aでは、作土層Bの下部に水の浸透性がよい砕石や貝殻、籾殻などから成る疎水材層Cを敷設し、暗渠排水管30はその最下部、地下約80cmのところに埋設される。この管は図2に示すように集水管とも呼ばれる幹管30aから分岐させる形で吸水管とも呼ばれる分岐管30bが敷設されており、排水口から分岐管端末までの長さは300m以上になることもある。排水管の直径は、50〜100mm、作土層は圃場によって異なるが15〜20cm、疎水材層は45〜60cmである。(非特許文献1参照)。
本技術分野に係る従来技術として、上記の暗渠排水管の管内の状況を検査し管内洗浄を行う筆者らの試みがある。(非特許文献1参照)。このシステムの構成は、図3、図4に示すように、管内を挿通する高圧水ホースの先端に機能部本体を設けて構成され、この機能部本体は、噴射ノズルの先端に内視カメラを備え、カメラが捉えた管内映像を地上で観測しながら制御する。高圧水噴射ノズルから噴出する洗浄水の推進力で管内を進行する。機能部本体に接続される制御用信号ケーブルの一つの線に高周波信号を流し、それを専用の器具により補足し機能部本体位置の計測を行うとしている。
また、関連して、筆者らの内視機能等を備えた方向制御可能な小径管内の洗浄装置(特許文献1参照)や管内に挿入した自走推進装置の長距離延伸化を目的とした推進工法(特許文献2)がある。
Underground drainage pipes are laid on the farmland to discharge excess soil moisture. If the drainage function of these pipes deteriorates due to clogging of the pipe wall or clogging of the soil in the pipes, it is necessary to re-install new pipes, resulting in an economic burden. For this reason, construction work for the maintenance of underdrain pipes by inspection and cleaning is performed.
Agricultural culvert drain pipes include permeable unglazed earth pipes and resin pipes with holes in the pipe walls. As shown in FIG. 1, in the farmland or field A, a hydrophobic material layer C made of crushed stone, shells, rice husks, etc. with good water permeability is laid at the bottom of the soil formation layer B, and the underdrainage pipe 30 is at the bottom. It is buried about 80cm underground. As shown in FIG. 2, this pipe is branched from a trunk pipe 30a, also called a water collecting pipe, and a branch pipe 30b, also called a water absorption pipe, is laid, and the length from the drain outlet to the branch pipe terminal should be 300 m or more. There is also. The drainage pipe has a diameter of 50 to 100 mm, the soil layer varies depending on the field, but is 15 to 20 cm, and the hydrophobic material layer is 45 to 60 cm. (Refer nonpatent literature 1).
As a prior art related to this technical field, there is an attempt by the authors to inspect the situation in the pipe of the culvert drainage pipe and clean the pipe. (Refer nonpatent literature 1). As shown in FIGS. 3 and 4, this system is configured by providing a functional unit main body at the tip of a high-pressure water hose that passes through the pipe. The functional unit main body has an endoscope camera at the tip of the injection nozzle. Prepared and controlled while observing the in-pipe image captured by the camera on the ground. It advances in the pipe with the propulsive force of the washing water ejected from the high pressure water jet nozzle. A high-frequency signal is made to flow through one line of a control signal cable connected to the functional unit body, and this is supplemented by a dedicated instrument to measure the functional unit body position.
In addition, the propulsion aimed at extending the distance of a cleaning device (see Patent Document 1) in a small-diameter pipe with direction control and the self-propelled propulsion device inserted in the pipe, which is provided with the internal functions of the authors. There is a construction method (Patent Document 2).

特開2005−58904号公報JP 2005-58904 A 特開2007−29807号公報JP 2007-29807 A

地方独立行政法人北海道立総合研究機構工業試験場 成果発表会要旨集2006Summary of Results Presentation 2006, Hokkaido Research Institute Industrial Research Institute

非特許文献1及び、特許文献1、2のシステムによれば、高圧水ホース先端の機能部本体が管内に堆積した土砂の位置に到達しその位置が計測されたとして、噴射ノズルの噴射水で洗浄が不可能な場合は、図5に示すように、作土を掘り起こして、管を洗浄して管を補修し埋め戻す工事が行われる。この際、管を覆っている土の開削に手間がかかり、圃場を痛め土壌構造を破壊し、作物がある場合は重機の乗り入れができないなどの課題がある。
本発明は上記のような従来技術の問題点に鑑みて、これらの課題を解決する装置を提供することを目的とするものである。
According to the system of Non-Patent Document 1 and Patent Documents 1 and 2, assuming that the functional unit main body at the tip of the high-pressure water hose has reached the position of earth and sand accumulated in the pipe and the position has been measured, When the cleaning is impossible, as shown in FIG. 5, the construction is carried out by digging up soil, cleaning the pipe, repairing the pipe, and refilling it. At this time, it takes time to excavate the soil covering the pipes, damages the field, destroys the soil structure, and there is a problem that heavy machinery cannot be loaded when there are crops.
The present invention has been made in view of the above-described problems of the prior art, and an object of the present invention is to provide an apparatus for solving these problems.

上記課題を解決するため、本発明は、地下に埋設した暗渠排水管内に挿通して管の敷設位置を計測する位置検出手段により、該管内に堆積した土砂の位置を検出し、該管内土砂堆積箇所の直上の地表から掘削棒を該管に当接して該掘削棒に備えた切開手段により該管を開口して挿入し、その後、管内に位置する該掘削棒の先部に設けられた噴射口から高圧洗浄水を噴射して、管内堆積土砂を除去することを特徴とする暗渠排水管洗浄装置とする。
また、前記位置検出手段が、高圧水ホースの先端に機能部本体が構成され、該機能部本体は高圧水噴射ノズルとカメラ及び電磁波発信装置を備え、該高圧水の噴射によって管内を推進し、地表の電磁波受信装置により該機能部本体の位置を特定する機能を有することを特徴とする暗渠排水管洗浄装置とするのが好ましい。
In order to solve the above problems, the present invention detects the position of sediment deposited in the pipe by position detection means that is inserted into a underground drainage pipe buried underground and measures the laying position of the pipe. The excavation rod is brought into contact with the pipe from the surface directly above the location, and the pipe is opened and inserted by a cutting means provided in the excavation rod, and then the injection provided at the tip of the excavation rod located in the pipe A culvert drain pipe cleaning device is characterized in that high pressure cleaning water is jetted from the mouth to remove sediment in the pipe.
In addition, the position detection means, a functional unit body is configured at the tip of the high-pressure water hose, the functional unit body includes a high-pressure water injection nozzle, a camera, and an electromagnetic wave transmission device, propelling the inside of the pipe by the high-pressure water injection, It is preferable to provide a culvert drainage pipe cleaning device characterized by having a function of specifying the position of the functional unit main body by an electromagnetic wave receiving device on the ground surface.

また、前記掘削棒が、先端側に切開手段を有し他端側に高圧水注入口を有する軸心部が中空の管で成り、該切開手段近傍の適宜箇所に一又は複数の高圧水噴射孔を備えたことを特徴とする暗渠排水管洗浄装置とするのが好ましい。
また、前記切開手段が、管状剛体下端部、中間部材、円錐状剛体で構成され、前記管状剛体先端側に軸心下方に頂点を向けた基部が管状剛体直径より適宜小さい直径の円柱部とで成る円錐状剛体を設け、該円錐状剛体の円柱部の上面端と前記管状剛体下端部との間に円柱部直径よりさらに小径の頂点下向きの円錐台又は円柱形状の中間部材を設け、該中間部材に下方に傾斜して一又は複数の高圧噴射孔を備えたことを特徴とする暗渠排水管洗浄装置とするのが好ましい。
In addition, the excavation rod is formed of a hollow tube having an incision means on the tip side and a high-pressure water inlet on the other end side, and one or a plurality of high-pressure water jets are appropriately disposed near the incision means. It is preferable to use a culvert drainage pipe cleaning device characterized by having holes.
The incision means includes a tubular rigid lower end portion, an intermediate member, and a conical rigid body, and a base portion whose apex is directed downward from the axial center toward the distal end side of the tubular rigid body is a cylindrical portion having a diameter that is appropriately smaller than the tubular rigid body diameter. A conical rigid body is provided, and a conical truncated cone or a cylindrical intermediate member having a smaller diameter than the cylinder portion is provided between the upper end of the cylindrical portion of the conical rigid body and the lower end of the tubular rigid body, and the intermediate member It is preferable to use a culvert drainage pipe cleaning device characterized in that the member is provided with one or a plurality of high-pressure injection holes inclined downward.

本発明は、開削棒を暗渠排水管に突き刺すなどの工事のみで地上での作業範囲は一部で済むため、圃場の広範囲な開削が不要であって、この範囲の土壌構造の破壊は少なく、作物があっても被害は最小限に留めることができる。  In the present invention, since only a part of the work range on the ground is necessary, such as piercing the excavation rod into the underdrainage pipe, extensive excavation of the field is unnecessary, and there is little destruction of the soil structure in this range, Even with crops, damage can be kept to a minimum.

暗渠排水管の地下埋設断面の説明図である。It is explanatory drawing of the underground buried cross section of a culvert drain pipe. 暗渠排水管の敷設状況の説明図である。It is explanatory drawing of the laying condition of a culvert drain pipe. 暗渠排水管の検査・洗浄に係る工事全体の説明図である。It is explanatory drawing of the whole construction which concerns on the inspection and washing | cleaning of a culvert drain pipe. 機能部本体の説明図である。It is explanatory drawing of a function part main body. 従来の施工の説明図である。It is explanatory drawing of the conventional construction. 本発明による施工の説明図である。It is explanatory drawing of construction by this invention. 本発明の管内洗浄補助装置の説明図である。It is explanatory drawing of the in-pipe washing | cleaning auxiliary | assistance apparatus of this invention. 本発明の開削棒のその他の例の説明図である。It is explanatory drawing of the other example of the cutting bar of this invention.

以下、図を用いて本発明を実施する形態を詳細に説明する。図3に圃場Aの地下に埋設された暗渠排水管30の状況が、部分の断面図で示す。ここでは幹管30a、これに分岐する分岐管30bが示され、幹管の排水側先端30aeが圃場法面Dから露出し、法面の下側に排水溝Eがある場合の状況を示す。  Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 3 shows a partial cross-sectional view of the underdrain drainage pipe 30 buried underground in the field A. Here, the main pipe 30a and the branch pipe 30b branched to the main pipe 30a are shown, and the drainage side tip 30ae of the main pipe is exposed from the field slope D and the drainage groove E is provided below the slope.

高圧の洗浄水を送る高圧水ホース11の先端に設けられた機能部本体10が幹管の排水側先端30aeから挿入されて、機能部本体10の一部を構成する噴射ノズル12から洗浄水を噴射して噴射水Gの推進力で管内を推進し、噴射水によって管内に堆積した土砂等は排水側先端30aeから排水溝Eに流れ出る。機能部本体10は、後述のように、カメラを先端に備え、カメラの映像を観察して進行方向を制御できるようにしているので、幹管30aから分岐管30bに進行していくことができる。高圧水ホース11の元部はこの例では、トラック21で移動できるホース巻き取り装置22、高圧ポンプ23に繋がれ、洗浄水は水タンク24から供給される。図には操作する人員の配置の例が示され、機能部本体に備えられたカメラ映像をモニター25で監視しながら操作する。  The functional unit main body 10 provided at the tip of the high-pressure water hose 11 for sending the high-pressure washing water is inserted from the drain side tip 30ae of the trunk pipe, and the washing water is supplied from the injection nozzle 12 constituting a part of the functional unit main body 10. The inside of the pipe is propelled and propelled by the propelling force of the jet water G, and earth and sand accumulated in the pipe by the jet water flows out from the drain side tip 30ae to the drain groove E. As will be described later, the functional unit main body 10 is equipped with a camera at the tip so that the advancing direction can be controlled by observing the image of the camera, so that it can proceed from the trunk tube 30a to the branch tube 30b. . In this example, the base of the high-pressure water hose 11 is connected to a hose winding device 22 and a high-pressure pump 23 that can be moved by a truck 21, and cleaning water is supplied from a water tank 24. In the figure, an example of the arrangement of personnel to be operated is shown, and the camera image provided in the function unit main body is operated while being monitored by the monitor 25.

図4に高圧水ホース先端側に設けられる機能部本体10部分の構成を示す。照明14を備えたカメラ13を先端に配し、首振りと称する進行方向を制御する機構部15、洗浄水を後方に噴射して推進する噴射ノズル16を有する。制御機構部15には制御用信号ケーブル17が繋がれ配線の一つに電磁波信号を流して電磁波発信装置18を構成する。  FIG. 4 shows the configuration of the functional unit main body 10 provided on the tip side of the high-pressure water hose. A camera 13 having an illumination 14 is disposed at the tip, and has a mechanism unit 15 for controlling a traveling direction called swinging and an injection nozzle 16 for injecting and propelling cleaning water backward. A control signal cable 17 is connected to the control mechanism unit 15, and an electromagnetic wave transmitting device 18 is configured by causing an electromagnetic wave signal to flow through one of the wires.

図5に従来の分岐管の管内堆積土砂の除去工事の状況を示す。機能部本体10に繋がれた信号ケーブル17に電磁波信号を流して電磁波を発信し、地表での電磁波受信装置19により機能部本体の位置を観測し、管内の土砂堆積の位置を特定する。この管位置を覆っている土を開削して管を切開し堆積土砂Fを手作業で除去する。その後管を補修して土を埋め戻す。
この方法は、覆っている土の開削に手間がかかり、効率の低下、施工費の増加となる。また、圃場を傷め土壌構造の破壊となる。また、作物がある場合には、開削範囲の作物は売り物にならなくなるため、重機の乗り入れ自体ができないなどの課題がある。
Fig. 5 shows the status of the conventional sediment removal work for the branch pipe. An electromagnetic wave signal is sent to the signal cable 17 connected to the functional unit body 10 to transmit the electromagnetic wave, and the position of the functional unit body is observed by the electromagnetic wave receiving device 19 on the ground surface, and the position of sediment accumulation in the pipe is specified. The soil covering the pipe position is excavated, the pipe is cut open, and the sediment F is manually removed. Then repair the pipe and backfill the soil.
This method requires time and labor for excavating the covering soil, resulting in reduced efficiency and increased construction costs. In addition, the field is damaged and the soil structure is destroyed. In addition, when there are crops, the crops in the excavation range cannot be sold, and there is a problem that heavy machinery cannot be carried in itself.

これに対し、図6に本発明の管内堆積土砂の除去工事の状況を示す。図6及び図7に示す本発明による管内洗浄補助装置1は、開削棒2と携帯ができる大きさの携行ポンプ3及び水タンク5で構成される。開削棒2は先端側に切開手段2dを有し他端側に高圧水注入口2bを備え、軸心部が中空の軸心部水路2cを有する管状剛体2pとで成り、この切開手段近傍の適宜箇所に一又は複数の高圧水噴射孔2aを備える。図では2個の高圧水噴射孔2aを示した。高圧噴射2aの向きは図に示すように下向きに傾斜して設けるのがよい。本例での切開手段は先端が尖った円錐形構造で示しているが、三角錐や四角錐などの形状であってもよい。また、開削棒2には方向を定める翌を有する構造や、回転による掘削推進機能を有する螺旋構造を有してもよい。この場合は、開削棒の上部に人の操作による回転用のハンドルを設けるのが好ましい。また、開削棒2の上部には高圧水噴射孔2aの開口方向を示す方向指示機能を適宜備えるのが好ましい。  On the other hand, FIG. 6 shows the situation of the pipe sediment removal work of the present invention. An in-pipe cleaning auxiliary device 1 according to the present invention shown in FIGS. 6 and 7 includes an excavation rod 2 and a portable pump 3 and a water tank 5 that are large enough to be carried. The cutting bar 2 is formed of a tubular rigid body 2p having an incision means 2d on the tip side and a high-pressure water injection port 2b on the other end side and having a hollow axial center water channel 2c in the axial center. One or more high-pressure water injection holes 2a are provided at appropriate places. In the figure, two high-pressure water injection holes 2a are shown. The direction of the high-pressure injection 2a is preferably inclined downward as shown in the figure. The incision means in this example is shown as a conical structure with a pointed tip, but it may have a shape such as a triangular pyramid or a quadrangular pyramid. Further, the excavation rod 2 may have a structure having the next to determine the direction or a spiral structure having an excavation propulsion function by rotation. In this case, it is preferable to provide a handle for rotation by a human operation on the upper part of the cutting bar. Moreover, it is preferable that the upper part of the cut-off rod 2 is appropriately provided with a direction indicating function indicating the opening direction of the high-pressure water injection hole 2a.

図6を用いて、本発明の管内堆積土砂の除去工事の状況を説明する。まず、機能部本体10に繋がれた制御用信号ケーブル17に電磁波信号を流して電磁波を発信し、地表での電磁波受信装置19により機能部本体の位置を観測し、管内の土砂堆積の位置を特定する。つぎに開削棒2の上端を押圧したり殴打して、開削棒2を測定した位置の特定箇所に突き刺し、作土と疎水材を通して排水管に当接し管を切開して、高圧水噴射孔2aが管の敷設方向にかつ管内に位置するように貫通させる。その後、携行ポンプ3のホース4を高圧水注入口2bに繋いで高圧水噴射孔2aから高圧洗浄水を噴射して噴射水Hで、機能部本体10による噴射との相互作用により管内堆積土砂Fを軟化させ、洗浄、除去する。洗浄水は水タンク5により供給する。管内の堆積土砂の除去後の状況は、先の機能部本体30のカメラ13による映像をモニター25で観察する。  With reference to FIG. 6, the situation of the removal work of sediment in the pipe of the present invention will be described. First, an electromagnetic wave signal is sent to the control signal cable 17 connected to the functional unit body 10 to transmit the electromagnetic wave, and the position of the functional unit body is observed by the electromagnetic wave receiving device 19 on the ground surface, and the position of sediment accumulation in the pipe is determined. Identify. Next, the upper end of the cutting bar 2 is pressed or beaten, and the cutting bar 2 is stabbed into a specific position at the measured position. Is penetrated so as to be located in the pipe laying direction and in the pipe. Thereafter, the hose 4 of the portable pump 3 is connected to the high-pressure water injection port 2b, and high-pressure washing water is injected from the high-pressure water injection hole 2a. Soften, wash and remove. Washing water is supplied from a water tank 5. The situation after removal of the sediment in the pipe is observed on the monitor 25 by the camera 13 of the previous functional unit body 30.

つぎに、図7で示した開削棒2における切開手段の他の例を示す。図8で示すように、本例の切開手段2dは、管状剛体2pの下部に備えた管状剛体下端部2pe、中間部材2h、先端側に設ける円錐状剛体2dtで構成される。管状剛体の下端部2peの角は曲面で形成するのがよい。管状剛体の先端側に、軸心下方に頂点を向けた、基部が管状剛体2pの直径より適宜小さい直径の円柱部とで成る円錐状剛体2dtを設ける。円錐状剛体2dtの円柱部の上面端2deと前記管状剛体下端部2peとの間に円柱部直径よりさらに小径の円柱又は頂点下向きの円柱台形状の中間部材2hを設ける。中間部材には図に示すように高圧噴射孔2aを設け軸心部水路2cからの高圧水を噴射する。高圧噴射孔2aは下方に傾斜して設けるのがよい。図では1個の高圧噴射孔2aの場合を示した。  Next, another example of the incision means in the cutting bar 2 shown in FIG. 7 will be shown. As shown in FIG. 8, the incision means 2d of this example is composed of a tubular rigid lower end 2pe provided at the lower part of the tubular rigid body 2p, an intermediate member 2h, and a conical rigid body 2dt provided on the distal end side. The corner of the lower end 2pe of the tubular rigid body is preferably formed with a curved surface. A conical rigid body 2dt is formed on the distal end side of the tubular rigid body. The conical rigid body 2dt is composed of a cylindrical portion whose base is appropriately smaller in diameter than the diameter of the tubular rigid body 2p. Between the upper surface end 2de of the cylindrical portion of the conical rigid body 2dt and the tubular rigid body lower end portion 2pe, a cylinder having a smaller diameter than the column portion or a columnar trapezoidal intermediate member 2h facing downward is provided. As shown in the figure, the intermediate member is provided with a high-pressure injection hole 2a to inject high-pressure water from the axial center water channel 2c. The high-pressure injection hole 2a is preferably provided so as to be inclined downward. In the figure, the case of one high-pressure injection hole 2a is shown.

この例の使用方法についてつぎに説明する。図7の例と同様に、本例の、開削棒2の上端を押圧したり殴打して、開削棒2を測定した位置の特定箇所に突き刺し、作土と疎水材を通して排水管を切開して、高圧噴射孔の方向を敷設方向に合わせて管内に挿入される。この際、まず、円錐状剛体2dtが排水管を切開して管内に進入し、その後、より小径の中間部2hを通過した後、管開口部外面がより大径の管状剛体下端部2peに当接するので、この時が適切な開削棒位置として認識されることが期待される。つぎに、高圧水噴射孔2aから高圧洗浄水を噴射して洗浄、除去する。この後、開削棒を上方に引き抜く作業に入るが、図8において、開削棒を上方に移動したとき、管の開口端部30heが円柱部の上面端2deに当接し、さらに上方に移動すると、開口端部30heが管の外側にめくり上がって、このことが開口部を塞ぐ要素となり、これによって開口した排水管の修復として期待される。
本発明によると、管内土砂堆積箇所周辺の広範な土の開削が不要なため、重機を入れず、開削に手間をかけず、土壌構造の破壊、作物の損傷を最小限にできる。
Next, how to use this example will be described. As in the example of FIG. 7, the upper end of the cutting bar 2 in this example is pressed or hammered, and the cutting bar 2 is pierced into a specific location of the measured position, and the drain pipe is cut through the soil and the hydrophobic material. The high pressure injection hole is inserted into the pipe in accordance with the laying direction. At this time, first, the conical rigid body 2dt cuts the drain pipe and enters the pipe, and then passes through the smaller diameter intermediate portion 2h, and then the outer surface of the tube opening contacts the lower diameter tubular rigid lower end 2pe. Therefore, it is expected that this time will be recognized as an appropriate cutting bar position. Next, high-pressure washing water is jetted from the high-pressure water jet holes 2a to wash and remove. Thereafter, the work is started to pull out the cutting bar upward.In FIG. 8, when the cutting bar is moved upward, the opening end 30he of the tube comes into contact with the upper surface end 2de of the cylindrical part and further moves upward. The opening end 30he is turned up to the outside of the pipe, and this becomes an element that closes the opening, which is expected to repair the drainage pipe that is opened.
According to the present invention, since it is not necessary to excavate a wide range of soil around the sedimentation site in the pipe, it is possible to minimize the destruction of the soil structure and crop damage without putting heavy machinery and labor.

1 管内洗浄補助装置
2 開削棒
2a 噴射孔
2b 高圧水注入口
2c 軸心部水路
2d 切開手段
2h 中間部
2de 円柱部上面端
2pe 管状剛体下端部
3 携行ポンプ
4 高圧水ホース
5 水タンク
10 機能部本体
11 高圧水ホース
12 噴射ノズル
13 カメラ
14 照明
15 制御機構部
16 噴射ノズル
17 制御用信号ケーブル
18 電磁波発信装置
19 電磁波受信装置
21 トラック
22 ホース巻き取り装置
23 高圧ポンプ
24 水タンク
25 モニター
30 暗渠排水管
30a 幹管
30b 分岐管
30ae 排水側先端
A 圃場
B 作土層
C 疎水材層
D 法面
E 排水溝
F 管内堆積土砂
G 噴射水
H 噴射水
DESCRIPTION OF SYMBOLS 1 In-pipe washing auxiliary | assistant apparatus 2 Cleaving rod 2a Injection hole 2b High pressure water inlet 2c Axis center channel 2d Cutting means 2h Middle part 2de Cylindrical part upper surface end 2pe Tubular rigid body lower end part 3 Portable pump 4 High pressure water hose 5 Water tank 10 Function part Main body 11 High-pressure water hose 12 Injection nozzle 13 Camera 14 Illumination 15 Control mechanism 16 Injection nozzle 17 Control signal cable 18 Electromagnetic wave transmission device 19 Electromagnetic wave reception device 21 Truck 22 Hose winding device 23 High-pressure pump 24 Water tank 25 Monitor 30 Underdrain drainage Pipe 30a Trunk pipe 30b Branch pipe 30ae Drain side tip A Field B Soil layer C Hydrophobic material layer D Slope E Drainage groove F Sediment sediment G in the pipe G Spray water H Spray water

Claims (4)

地下に埋設した暗渠排水管内に挿通して管の敷設位置を計測する位置検出手段により、該管内に堆積した土砂の位置を検出し、該管内土砂堆積箇所の直上の地表から掘削棒を該管に当接して該掘削棒に備えた切開手段により該管を開口して挿入し、その後、管内に位置する該掘削棒の先部に設けられた噴射口から高圧洗浄水を噴射して、管内堆積土砂を除去することを特徴とする暗渠排水管洗浄装置。The position detecting means that is inserted into a underground drainage pipe buried underground and measures the laying position of the pipe detects the position of the sediment deposited in the pipe, and the excavation rod is inserted into the pipe from the surface directly above the sediment accumulation position in the pipe. The tube is opened and inserted by an incision means provided in the excavation rod in contact with the excavation rod, and then high-pressure washing water is injected from an injection port provided at the tip of the excavation rod located in the tube. An underdrain drainage cleaning device characterized by removing sedimentary sediment. 前記位置検出手段が、高圧水ホースの先端に機能部本体が構成され、該機能部本体は高圧水噴射ノズルとカメラ及び電磁波発信装置を備え、該高圧水の噴射によって管内を推進し、地表の電磁波受信装置により該機能部本体の位置を特定する機能を有することを特徴とする請求項1に記載の暗渠排水管洗浄装置。The position detecting means includes a functional part main body at the tip of the high-pressure water hose, and the functional part main body includes a high-pressure water injection nozzle, a camera, and an electromagnetic wave transmitting device, and propels the pipe by the high-pressure water injection, The culvert drainage pipe cleaning apparatus according to claim 1, which has a function of specifying a position of the functional unit body by an electromagnetic wave receiver. 前記掘削棒が、先端側に切開手段を有し他端側に高圧水注入口を有する軸心部が中空の管で成り、該切開手段近傍の適宜箇所に一又は複数の高圧水噴射孔を備えたことを特徴とする請求項1又は請求項2に記載の暗渠排水管洗浄装置。The excavation rod is formed of a hollow tube having an incision means on the tip side and a high-pressure water injection port on the other end side, and one or a plurality of high-pressure water injection holes are provided at appropriate locations near the incision means. The underdrain drain pipe cleaning device according to claim 1 or 2, further comprising: 前記切開手段が、管状剛体下端部、中間部材、円錐状剛体で構成され、前記管状剛体先端側に軸心下方に頂点を向けた基部が管状剛体直径より適宜小さい直径の円柱部とで成る円錐状剛体を設け、該円錐状剛体の円柱部の上面端と前記管状剛体下端部との間に円柱部直径よりさらに小径の頂点下向きの円錐台又は円柱形状の中間部材を設け、該中間部材に下方に傾斜して一又は複数の高圧噴射孔を備えたことを特徴とする請求項1〜請求項3の何れかに記載の暗渠排水管洗浄装置。The incision means is composed of a tubular rigid lower end, an intermediate member, and a conical rigid body, and a cone having a base portion whose apex is directed downward from the axial center on the distal end side of the tubular rigid body and a cylindrical portion having a diameter appropriately smaller than the tubular rigid body diameter. A cylindrical rigid member is provided between the upper surface end of the cylindrical portion of the conical rigid body and the lower end portion of the tubular rigid body, and a conical truncated cone or a cylindrical intermediate member having a smaller diameter than the cylindrical portion diameter is provided on the intermediate member. The underdrain drain pipe cleaning device according to any one of claims 1 to 3, further comprising one or a plurality of high-pressure injection holes inclined downward.
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