JP2012077549A - Dredging jig and dredging method - Google Patents

Dredging jig and dredging method Download PDF

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JP2012077549A
JP2012077549A JP2010225233A JP2010225233A JP2012077549A JP 2012077549 A JP2012077549 A JP 2012077549A JP 2010225233 A JP2010225233 A JP 2010225233A JP 2010225233 A JP2010225233 A JP 2010225233A JP 2012077549 A JP2012077549 A JP 2012077549A
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rope
umbrella
head
substrate
pipe
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JP5582951B2 (en
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Akihiro Ishii
昭浩 石井
Masahiko Ikeda
雅彦 池田
Hiroshi Shibuya
弘 渋谷
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HANYU CONSTRUCTION CO Ltd
OMORI KENSETSU KK
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HANYU CONSTRUCTION CO Ltd
OMORI KENSETSU KK
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Abstract

PROBLEM TO BE SOLVED: To provide a dredging jig and a dredging method capable of cleaning/dredging a sewer and a traverse water channel at a narrow location where a large-sized cleaning vehicle cannot be carried in due to the small amount of water.SOLUTION: A head rope 22 is made to pass through an earthenware pipe T by a guide rope or the like beforehand, and the head rope 22 is pulled to insert a base plate 1, an umbrella-shaped head 2 and a high pressure jetting nozzle 3 into the earthenware pipe T. Then, the head rope 22 is loosened, and in the state of making the umbrella-shaped head 2 stand upright by pulling back an inner rope 23, high pressure water is supplied from a flexible pipe 25 through a water pipe 26 to the high pressure jetting nozzle 3, and high pressure jetting water is jetted from a water jetting port 17 to the back. A tail rope 24 is pulled back to move back the base plate 1, the umbrella-shaped head 2 and the high pressure jetting nozzle 3, and sediment D is raked out.

Description

本発明は、大型の清掃車両が搬入できないような、狭隘な場所の雨水及び生活排水、周辺地域の下水道・農業用水路・雨水排水路のための管渠や横断水路、例えば鉄道建設時に主に農業用水を流すために敷設された伏び、を清掃・しゅんせつするためのしゅんせつ治具及びしゅんせつ方法に関する。   The present invention relates to rainwater and domestic drainage in confined areas where large-scale cleaning vehicles cannot be carried in, pipes and crossing waterways for sewers, agricultural waterways, stormwater drainage in the surrounding area, such as agriculture mainly during railway construction. The present invention relates to a dredge jig and a drenching method for cleaning and drooping prone laying for flowing water.

従来、管渠やマンホール等の管路施設の清掃は、高圧洗浄車清掃(管径200〜800mm未満の管渠)、バケットマシーン清掃(管径200〜2,000mm以下の管渠)、汚泥吸引車清掃(管径800mm以上の管渠)、人力清掃などの清掃方法が知られている。
前記高圧洗浄車清掃は、清掃する区間の下流マンホールから上流に向かって高圧ホースを挿入し、高圧洗浄車より加圧された洗浄水を高圧ホース先端に取り付けたノズルから噴射させ、推進及び引戻しを反復して、土砂等の堆積物を下流マンホールに集め、汚泥吸引車の吸引ホースで吸い上げる。
前記バケットマシーン清掃は、マンホール間にワイヤーを通し、そのワイヤーに開閉するバケットを取り付け、バケットマシーン(ウインチ)で地上まで牽引し、バケット内に集められた土砂等をダンプトラックに積み込む。
前記汚泥吸引車清掃は、清掃する区間の上流マンホールから下流に向かって汚泥吸引車の吸引ホースを挿入し、作業員が管渠内で吸引ホースの先端を操作し、堆積物を直接吸い上げる。
Conventionally, pipe facilities such as pipes and manholes have been cleaned by high-pressure washing car cleaning (pipe pipes with a pipe diameter of 200 to less than 800 mm), bucket machine cleaning (pipe pipes with a pipe diameter of 200 to 2,000 mm or less), and sludge suction. Cleaning methods such as car cleaning (tube tubs with a pipe diameter of 800 mm or more) and manual cleaning are known.
The high-pressure washing car cleaning is carried out by inserting a high-pressure hose upstream from the downstream manhole in the section to be cleaned, and spraying washing water pressurized from the high-pressure washing car from a nozzle attached to the tip of the high-pressure hose for propulsion and retraction. Repeatedly, sediment such as earth and sand is collected in the downstream manhole and sucked up by the suction hose of the sludge suction vehicle.
In the bucket machine cleaning, a wire is passed between manholes, a bucket that opens and closes is attached to the wire, pulled to the ground by a bucket machine (winch), and earth and sand collected in the bucket are loaded onto a dump truck.
In the sludge suction wheel cleaning, the suction hose of the sludge suction wheel is inserted downstream from the upstream manhole in the section to be cleaned, and the operator operates the tip of the suction hose in the pipe to suck up the deposit directly.

ここで、下水管などの管渠内を清掃するために使用される管内清掃装置としての公知技術(特許文献1を参照)がある。
この公知技術は、埋設された管渠と、該管渠と地上とを連通するマンホール等の竪管とを備えた設備の前記管渠内に堆積するあるいは付着するものを掬い込み前記管渠内を清掃するための管内清掃装置であって、可撓管でその少なくとも一端開口が掬い込み口とされるとともに可撓管内空間が保留空間とされ、竪管上端開口から管渠内に導かれた後、前記管渠内で移動可能とされ移動により保留空間内に前記堆積物を保留したまま竪管内を通じて地上に戻され得るようになっているスクレーパ本体と、該スクレーパ本体を移動させる手段と、を備えている管内清掃装置である。
Here, there exists a well-known technique (refer patent document 1) as an in-pipe cleaning apparatus used in order to clean the inside of pipes, such as a sewer pipe.
In this known technique, a material that deposits or adheres to the inside of the pipe of an equipment having a buried pipe and a pipe such as a manhole that communicates the pipe with the ground is inserted into the pipe. In the tube cleaning device, at least one end opening of the flexible tube is used as a scavenging port, and the space in the flexible tube is set as a holding space, and is led into the tube tube from the upper end opening of the tube. Thereafter, a scraper body that is movable in the pipe tub and is configured to be returned to the ground through the pipe while holding the deposit in the storage space by the movement, and means for moving the scraper body; It is an in-pipe cleaning apparatus provided with.

また、線路陥没対策として、現在重点的に調査している伏びについて、道路や進入路から高圧洗浄車及びカメラ車を使用して「しゅんせつ・カメラ調査」を行う通常の箇所から遠くて道路に近接しておらず、調査箇所までの設備搬入が困難な箇所が残って来ている。
しかし、しゅんせつをせずに調査をした場合には、土砂堆積の状態により伏びの全容が分からず、調査精度に劣る面が課題であった。
また、しゅんせつを併行して行うための軌陸車を利用した固定式高圧洗浄は、洗浄水を多く使用するため、堆積土砂が多い場合に水不足の課題があった。
In addition, as a countermeasure for track collapse, for the proneness that is currently under investigation, it is far away from the normal place where the “dripping / camera survey” is performed using a high-pressure washing car and a camera car from the road or approach road. There are places that are not close to each other and that are difficult to bring to the survey site.
However, when the survey was conducted without dredging, the entire sag was unknown due to the state of sediment accumulation, and the problem was that the survey accuracy was inferior.
In addition, fixed high-pressure cleaning using a railroad vehicle for performing dredging concurrently uses a large amount of cleaning water, so there is a problem of water shortage when there is a lot of sediment.

特開平10−338964号公報Japanese Patent Laid-Open No. 10-338964

本発明は、少量水により大型の清掃車両が搬入できないような、狭隘な場所の管渠や横断水路の清掃・しゅんせつを行うことができるしゅんせつ治具及びしゅんせつ方法を提供することを目的とする。   An object of the present invention is to provide a dredging jig and dredging method capable of cleaning and dripping pipes and crossing waterways in narrow places where a large cleaning vehicle cannot be carried in with a small amount of water.

本発明のしゅんせつ治具は、舟形の基板と、該基板の先端に揺動自在に設けた傘形ヘッドと、前記基板の中央に配置した高圧噴射ノズルとから構成されるものである。
本発明のしゅんせつ方法は、傘形ヘッドの上方の前後部には第1フック及び第2フックをそれぞれ設け、前記第1フック及び第2フックには頭綱及び中綱を締結し、前記基板の後端側基板の後端に円孔を設け、該円孔に尾綱を締結したしゅんせつ治具において、前記頭綱は事前にガイドロープ等で土管へ貫通しておき、前記頭綱を引き、前記基板、前記傘形ヘッド及び前記高圧噴射ノズルを土管内へ挿入し、次に前記頭綱を緩め、前記中綱を引戻して前記傘形ヘッドを直立させた状態で、柔管から送水管を介して高圧水を高圧噴射ノズルへ供給し、噴水口から高圧噴射水を後方へ噴射させ、尾綱を引戻して前記基板、前記傘形ヘッド及び前記高圧噴射ノズルを後退させて土砂を掻き出すものである。
The drenching jig of the present invention is composed of a boat-shaped substrate, an umbrella-shaped head swingably provided at the tip of the substrate, and a high-pressure spray nozzle arranged at the center of the substrate.
According to the drenching method of the present invention, a first hook and a second hook are provided on the front and rear portions above the umbrella-shaped head, respectively, and a head rope and a middle rope are fastened to the first hook and the second hook. In a dredging jig provided with a circular hole at the rear end of the rear end side substrate and fastening a tail rope to the circular hole, the head rope penetrates into the clay pipe in advance with a guide rope or the like, pulls the head rope, Insert the substrate, the umbrella-shaped head and the high-pressure spray nozzle into the clay pipe, then loosen the head rope, pull the middle rope back and let the umbrella-shaped head stand upright, and the water pipe from the flexible pipe The high pressure water is supplied to the high pressure spray nozzle, the high pressure spray water is sprayed backward from the fountain port, the tail rope is pulled back, and the substrate, the umbrella-shaped head and the high pressure spray nozzle are retracted to scrape the earth and sand. is there.

本発明のしゅんせつ治具及びしゅんせつ方法は、舟形の基板と、該基板の先端に揺動自在に設けた傘形ヘッドと、前記基板の中央に配置した高圧噴射ノズルとから構成されるため、少量水で土砂の掻き出しを行うことができる効果がある。   The drenching jig and drenching method of the present invention is composed of a boat-shaped substrate, an umbrella-shaped head swingably provided at the tip of the substrate, and a high-pressure spray nozzle arranged at the center of the substrate. There is an effect that the soil can be scraped with water.

本発明のしゅんせつ治具の平面図である。It is a top view of the dredging jig of this invention. 本発明のしゅんせつ治具の側断面図である。It is a sectional side view of the dredging jig of this invention. 本発明のしゅんせつ治具の傘形ヘッドが傾斜した状態の側断面図である。It is a sectional side view in the state where the umbrella head of the dredging jig of the present invention inclined. 鉄道敷地の断面図である。It is sectional drawing of a railway site. 本発明のしゅんせつ治具の始動時の断面図である。It is sectional drawing at the time of the start of the dredging jig of this invention. 本発明のしゅんせつ治具のしゅんせつ時の断面図である。It is sectional drawing at the time of dripping of the dripping jig of this invention. 本発明のしゅんせつ治具の段差をかわす時の断面図である。It is sectional drawing when dodging the level | step difference of the dredging jig of this invention. 本発明のしゅんせつ治具の他の実施例1の側断面図である。It is a sectional side view of other Example 1 of the dredging jig of this invention. 本発明のしゅんせつ治具の他の実施例2の側断面図である。It is a sectional side view of other Example 2 of the dredging jig of this invention.

本発明のしゅんせつ治具の一実施例を添付図面に基づいて、以下に説明する。
図1の平面図に示すように、本発明のしゅんせつ治具は、舟形の基板1と、該基板1の先端に揺動自在に設けた傘形ヘッド2と、前記基板1の中央に配置した高圧噴射ノズル3とから構成される。
なお、前記傘形ヘッド2の一部は断面図である。
One embodiment of a dredging jig according to the present invention will be described below with reference to the accompanying drawings.
As shown in the plan view of FIG. 1, the drenching jig of the present invention is arranged in a boat-shaped substrate 1, an umbrella-shaped head 2 provided swingably at the tip of the substrate 1, and the center of the substrate 1. And a high-pressure spray nozzle 3.
A part of the umbrella head 2 is a sectional view.

図2の側断面図に示すように、前記基板1は、先端側基板4を平坦で高く、段差部5を設けて後端側基板6を平坦で低くし、前記先端側基板4の中央部には後述する揺腕19が挿入される長孔7が設けられ、前記先端側基板4の後部には前記高圧噴射ノズル3の噴射水が噴射する円孔8を設ける。
前記段差部5は少なくとも前記高圧噴射ノズル5の直径以上の高さを有し、前記段差部5の中央部分には前記高圧噴射ノズル3を挿入できる丸孔9を形成している。
前記後端側基板6には後端部に円孔10を設け、該円孔10には基板1を引戻すための尾綱24(図5に示す)が締結される。
As shown in the side sectional view of FIG. 2, the substrate 1 is flat at the front end side substrate 4, provided with a stepped portion 5 to make the rear end side substrate 6 flat and low, and at the center of the front end side substrate 4. Is provided with a long hole 7 into which a swing arm 19 to be described later is inserted, and a circular hole 8 through which water sprayed from the high-pressure spray nozzle 3 is sprayed is provided at the rear of the tip side substrate 4.
The step portion 5 has a height at least equal to or larger than the diameter of the high-pressure injection nozzle 5, and a round hole 9 into which the high-pressure injection nozzle 3 can be inserted is formed in the center portion of the step portion 5.
The rear end side substrate 6 is provided with a circular hole 10 at the rear end, and a tail rope 24 (shown in FIG. 5) for pulling back the substrate 1 is fastened to the circular hole 10.

前記傘形ヘッド2は、先端側に頂部を備えた円錐形とし、前記基板1の先端の前後に並列に設けた主軸11及び副軸12に前記傘形ヘッド2の主軸受13及び副軸受14を接続して上下揺動自在に形成される。
前記傘形ヘッド2の上方の前後部には、図2に示す第1フック15及び第2フック16をそれぞれ設け、図3の側断面図に示すように、前記傘形ヘッド2を前方へ傾斜させてしゅんせつ治具を前進させる頭綱22(図5に示す)が前記第1フック15に締結され、前記第2フック16には前記傘形ヘッド2を後方へ引き戻して傘形ヘッド2を直立させる中綱23(図5に示す)が締結される。
前記傘形ヘッド2の下方の後部には、図2に示す副軸受17を形成して副軸18を設け、該副軸18に揺腕19を枢着し、該揺腕19は前記先端側基板4に形成した長孔7に挿通され、前記中綱23(図6に示す)を後方に引き戻した時に図3から図2のように前記傘形ヘッド2が直立状となるように止棒20が先端に設けられている。
The umbrella-shaped head 2 has a conical shape with a top on the tip side, and a main bearing 13 and a sub-bearing 14 of the umbrella-shaped head 2 on a main shaft 11 and a sub shaft 12 provided in parallel before and after the front end of the substrate 1. Are formed so as to be swingable up and down.
A first hook 15 and a second hook 16 shown in FIG. 2 are provided on the front and rear portions above the umbrella-shaped head 2, and the umbrella-shaped head 2 is inclined forward as shown in a side sectional view of FIG. A head rope 22 (shown in FIG. 5) for causing the dredging jig to advance is fastened to the first hook 15, and the umbrella head 2 is pulled up to the second hook 16 so that the umbrella head 2 stands upright. The intermediate rope 23 (shown in FIG. 5) is fastened.
A sub-bearing 17 shown in FIG. 2 is formed on the rear part below the umbrella-shaped head 2 to provide a sub-shaft 18, and a swing arm 19 is pivotally attached to the sub-shaft 18. A rod that is inserted into a long hole 7 formed in the substrate 4 so that the umbrella-shaped head 2 becomes upright as shown in FIGS. 3 to 2 when the middle rope 23 (shown in FIG. 6) is pulled back. 20 is provided at the tip.

前記高圧噴射ノズル3は、前記段差部5の丸孔9に後方から前方へ挿通し、先端を前記先端側基板4の円孔8の中心に位置させ、後端を前記後端側基板6に載置させて管留具21で前記後端側基板6に固定させる。   The high-pressure spray nozzle 3 is inserted through the round hole 9 of the step portion 5 from the rear to the front, the front end is positioned at the center of the circular hole 8 of the front end side substrate 4, and the rear end is located on the rear end side substrate 6. It is placed and fixed to the rear end side substrate 6 with the tube clamp 21.

次に、本発明のしゅんせつ治具の操作動作を添付図面に基づいて、以下に説明する。
図4の断面図に示す鉄道敷地内において、線路Rの盛土Mを横断する土管T内に溜まった土砂Dをしゅんせつする場合について説明する。
Next, the operation of the dredge jig according to the present invention will be described below with reference to the accompanying drawings.
The case where the earth and sand D collected in the earth pipe T crossing the embankment M of the track R in the railway site shown in the cross-sectional view of FIG.

図5の断面図に示すように、最初に頭綱22は事前にガイドロープ等で土管Dへ貫通しておき、前記頭綱22を引き、基板1、傘形ヘッド2及び高圧噴射ノズル3を土管D内へ挿入する。その際には、前記頭綱22が締結されている第1フック15により前記傘形ヘッド2は傾斜状態で前方へ引き出され、一方揺腕19は先端側基板4の長孔7から突き出される。   As shown in the cross-sectional view of FIG. 5, the head rope 22 is first penetrated into the earth pipe D with a guide rope or the like in advance, and the head rope 22 is pulled, and the substrate 1, the umbrella head 2, and the high pressure injection nozzle 3 are moved. Insert into the clay pipe D. At that time, the umbrella-shaped head 2 is pulled forward in an inclined state by the first hook 15 to which the head rope 22 is fastened, while the swing arm 19 is protruded from the long hole 7 of the tip side substrate 4. .

土砂Dをしゅんせつする場合には、図6の断面図に示すように、前記頭綱22を緩め、中綱23を引戻して前記傘形ヘッド2を直立させる。その場合には、前記中綱23が締結されている第2フック16により前記傘形ヘッド2は後方へ引戻されて直立し、同時に前記揺腕19は前方へ引かれて先端側基板4の長孔7に止棒20が引っ掛かって停止される。
こうして前記傘ヘッド2が直立した状態で、柔管25から送水管26を介して高圧水を高圧噴射ノズル3へ供給し、噴水口27から高圧噴射水を後方へ噴射させる。なお、この実施例の場合は後方へ高圧噴射水を噴射させたが、土砂Dを軟化又は剥離させることができるのであれば必ずしも噴射方向には限定されない。
そして、前記傘ヘッド2が直立した状態を保ったままで、尾綱24を引戻して基板1、傘形ヘッド2及び高圧噴射ノズル3を後退させる。
このように、前記傘形ヘッド2を傾斜状態で前進及び前記傘形ヘッド2を直立状態で後退を繰り返して、前記高圧噴射ノズル3で土砂Dを軟化又は剥離させつつ、傘形ヘッド2で土砂Dを掻き出す。
When dredging the earth and sand D, as shown in the cross-sectional view of FIG. 6, the head rope 22 is loosened, the middle rope 23 is pulled back, and the umbrella-shaped head 2 is brought upright. In that case, the umbrella-shaped head 2 is pulled back and upright by the second hook 16 to which the intermediate rope 23 is fastened, and at the same time, the swing arm 19 is pulled forward and the tip-side substrate 4 The stop rod 20 is caught in the long hole 7 and stopped.
In this way, with the umbrella head 2 standing upright, the high pressure water is supplied from the flexible pipe 25 to the high pressure injection nozzle 3 through the water supply pipe 26, and the high pressure injection water is injected backward from the fountain port 27. In addition, in the case of this Example, although the high pressure jet water was jetted back, if the earth and sand D can be softened or peeled, it will not necessarily be limited to a jet direction.
Then, with the umbrella head 2 kept in an upright state, the tail rope 24 is pulled back, and the substrate 1, the umbrella head 2, and the high pressure injection nozzle 3 are moved backward.
In this manner, the umbrella-shaped head 2 is moved forward with the tilted state and the umbrella-shaped head 2 is moved back and forth with the umbrella-shaped head 2 upright, and the sand-and-sand D is softened or separated by the high-pressure spray nozzle 3. Scrape out D.

図7の断面図に示すように、変形した土管T’により段差Sが形成されている場合には、前記傘形ヘッド2が引戻し途中で前記段差Sに引っ掛かり動かなくなるが、その場合には、3本の綱、すなわち頭綱22、中綱23、尾綱24のバランスをとり、交互に牽引し、前記傘ヘッド2の傾斜角度を変更しつつ前記段差Sをかわして土砂Dを掻き出す。   As shown in the cross-sectional view of FIG. 7, when the step S is formed by the deformed earth pipe T ′, the umbrella-shaped head 2 does not get caught by the step S during the pullback, but in that case, The balance of the three ropes, that is, the head rope 22, the middle rope 23, and the tail rope 24, is pulled alternately, and the earth and sand D are scraped out while changing the inclination angle of the umbrella head 2 to avoid the step S.

更に、本発明のしゅんせつ治具の他の実施例を添付図面に基づいて、以下に説明する。
図8の側断面図に示すように、揺腕19と止棒20に換えてロープ28を設け、傘形ヘッド2の下部に取付部材29を固定し、該取付部材29と先端側基板4の長孔7及び円孔8を利用して前記ロープ28を締結する。
図9の側断面図に示すように、揺腕19と止棒20に換えて先端側基板4の先端側に突き当り棒30を設け、傘形ヘッド2が直立したときのストッパーとして作用させる。
Furthermore, another embodiment of the dredging jig of the present invention will be described below with reference to the accompanying drawings.
As shown in the side sectional view of FIG. 8, a rope 28 is provided in place of the swing arm 19 and the stop rod 20, and an attachment member 29 is fixed to the lower part of the umbrella-shaped head 2. The rope 28 is fastened using the long hole 7 and the circular hole 8.
As shown in the side sectional view of FIG. 9, a butting bar 30 is provided on the tip side of the tip side substrate 4 in place of the swing arm 19 and the stop rod 20 to act as a stopper when the umbrella-shaped head 2 stands upright.

1 基板
2 傘形ヘッド
3 高圧噴射ノズル
4 先端側基板
5 段差部
6 後端側基板
7 長孔
8 円孔
9 丸孔
10 円孔
11 主軸
12 副軸
13 主軸受
14 副軸受
15 第1フック
16 第2フック
17 副軸受
18 副軸
19 揺腕
20 止棒
21 管留具
22 頭綱
23 中綱
24 尾綱
25 柔管
26 送水管
27 噴水口
28 ロープ
29 取付部材
30 突き当り棒
DESCRIPTION OF SYMBOLS 1 Substrate 2 Umbrella head 3 High pressure injection nozzle 4 Front end side substrate 5 Stepped portion 6 Rear end side substrate 7 Long hole 8 Circular hole 9 Round hole 10 Main hole 12 Main shaft 12 Sub shaft 13 Main bearing 14 Sub bearing 15 First hook 16 Second hook 17 Sub-bearing 18 Sub-shaft 19 Swing arm 20 Stop rod 21 Fastener 22 Head rope 23 Medium rope 24 Tail rope 25 Soft pipe 26 Water pipe 27 Fountain port 28 Rope 29 Mounting member 30 Butting stick

Claims (4)

舟形の基板と、該基板の先端に揺動自在に設けた傘形ヘッドと、前記基板の中央に配置した高圧噴射ノズルとから構成されるとすることを特徴とするしゅんせつ治具。   A drenching jig comprising a boat-shaped substrate, an umbrella-shaped head swingably provided at the tip of the substrate, and a high-pressure spray nozzle disposed in the center of the substrate. 前記基板は、先端側基板を平坦で高く、段差部を設けて後端側基板を平坦で低くし、前記先端側基板の中央部には揺腕が挿入される長孔が設けられ、前記先端側基板の後部には前記高圧噴射ノズルの噴射水が噴射する円孔を設け、前記傘形ヘッドは、先端側に頂部を備えた円錐形とし、前記基板の先端の前後に並列に設けた主軸及び副軸に前記傘形ヘッドの主軸受及び副軸受を接続して上下揺動自在に形成され、前記高圧噴射ノズルは、前記段差部の丸孔に後方から前方へ挿通し、先端を前記先端側基板の円孔の中心に位置させ、後端を前記後端側基板に載置させて管留具で前記後端側基板に固定させることを特徴とする請求項1記載のしゅんせつ治具。   The substrate has a flat and high front end side substrate, a stepped portion is provided to make the rear end side flat and low, and a long hole into which a swing arm is inserted is provided in the center of the front end side substrate. A circular hole through which water sprayed from the high-pressure spray nozzle is sprayed is provided at the rear portion of the side substrate, and the umbrella-shaped head has a conical shape with a top portion on the tip side, and is provided in parallel with the front and rear of the tip of the substrate. And the main shaft and the sub-bearing of the umbrella-shaped head are connected to the countershaft and are formed to be swingable up and down. The high-pressure injection nozzle is inserted through the round hole of the stepped portion from the rear to the front, and the tip is inserted into the tip 2. The drenching jig according to claim 1, wherein the dripping jig is positioned at the center of the circular hole of the side substrate, the rear end is placed on the rear end side substrate, and is fixed to the rear end side substrate by a pipe clamp. 傘形ヘッドの上方の前後部には第1フック及び第2フックをそれぞれ設け、前記第1フック及び第2フックには頭綱及び中綱を締結し、前記基板の後端側基板の後端に円孔を設け、該円孔に尾綱を締結した前記請求項1に記載のしゅんせつ治具において、前記頭綱は事前にガイドロープ等で土管へ貫通しておき、前記頭綱を引き、前記基板、前記傘形ヘッド及び前記高圧噴射ノズルを土管内へ挿入し、次に前記頭綱を緩め、前記中綱を引戻して前記傘形ヘッドを直立させた状態で、柔管から送水管を介して高圧水を高圧噴射ノズルへ供給し、噴水口から高圧噴射水を後方へ噴射させ、尾綱を引戻して前記基板、前記傘形ヘッド及び前記高圧噴射ノズルを後退させて土砂を掻き出すことを特徴とするしゅんせつ方法。   A first hook and a second hook are provided on the front and rear portions above the umbrella-shaped head, respectively, a head rope and a middle rope are fastened to the first hook and the second hook, and the rear end of the board on the rear end side of the board The dredging jig according to claim 1, wherein a circular hole is provided in the circular hole, and the head rope penetrates the earth pipe with a guide rope or the like in advance, and the head rope is pulled, Insert the substrate, the umbrella-shaped head and the high-pressure spray nozzle into the clay pipe, then loosen the head rope, pull the middle rope back and let the umbrella-shaped head stand upright, and the water pipe from the flexible pipe The high pressure water is supplied to the high pressure spray nozzle, the high pressure spray water is sprayed backward from the fountain port, the tail rope is pulled back, the substrate, the umbrella-shaped head and the high pressure spray nozzle are retracted to scrape the earth and sand. Characteristic drought method. 変形した土管により段差が形成されている場合には、前記頭綱、前記中綱、前記尾綱のバランスをとり、交互に牽引し、前記傘ヘッドの傾斜角度を変更しつつ前記段差をかわして土砂を掻き出すことを特徴とする請求項3記載のしゅんせつ方法。   If a step is formed by the deformed clay pipe, balance the head rope, the middle rope, and the tail rope, pull alternately, and dodge the step while changing the tilt angle of the umbrella head 4. The dripping method according to claim 3, wherein the earth and sand are scraped out.
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CN106320511A (en) * 2016-08-29 2017-01-11 山东胜伟园林科技有限公司 Hidden pipe cleaning pipe with flushing function
CN110468950A (en) * 2019-08-08 2019-11-19 邯郸钢铁集团有限责任公司 A kind of iron and steel enterprise's free-draining pipeline silt cleaning device and method

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CN104389343B (en) * 2014-12-14 2016-04-13 张若玮 Urgent dredging machine

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JP2006087971A (en) * 2004-09-21 2006-04-06 Ashimori Ind Co Ltd Tool and method for cleaning of inside of pipe

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CN106320511A (en) * 2016-08-29 2017-01-11 山东胜伟园林科技有限公司 Hidden pipe cleaning pipe with flushing function
CN110468950A (en) * 2019-08-08 2019-11-19 邯郸钢铁集团有限责任公司 A kind of iron and steel enterprise's free-draining pipeline silt cleaning device and method

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