JP2566541B2 - Mud suction removal device - Google Patents

Mud suction removal device

Info

Publication number
JP2566541B2
JP2566541B2 JP6323657A JP32365794A JP2566541B2 JP 2566541 B2 JP2566541 B2 JP 2566541B2 JP 6323657 A JP6323657 A JP 6323657A JP 32365794 A JP32365794 A JP 32365794A JP 2566541 B2 JP2566541 B2 JP 2566541B2
Authority
JP
Japan
Prior art keywords
pipe
mud
mud suction
pressure water
suction
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.)
Expired - Lifetime
Application number
JP6323657A
Other languages
Japanese (ja)
Other versions
JPH08151680A (en
Inventor
修治 佐藤
正行 平松
武 瀬口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KENSETSU SAABISU KK
KENSETSUSHO KYUSHU CHIHO KENSETSU KYOKUCHO
Original Assignee
KENSETSU SAABISU KK
KENSETSUSHO KYUSHU CHIHO KENSETSU KYOKUCHO
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 KENSETSU SAABISU KK, KENSETSUSHO KYUSHU CHIHO KENSETSU KYOKUCHO filed Critical KENSETSU SAABISU KK
Priority to JP6323657A priority Critical patent/JP2566541B2/en
Publication of JPH08151680A publication Critical patent/JPH08151680A/en
Application granted granted Critical
Publication of JP2566541B2 publication Critical patent/JP2566541B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、道路の路側にある有蓋
側溝及び暗渠等の溜桝内に堆積した泥土、または無蓋側
溝の中に堆積した泥土を、吸引除去する装置に関するの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for sucking and removing mud accumulated in a basin such as a covered gutter and an underdrain on the roadside of a road or a mud accumulated in an open gutter.

【0002】[0002]

【従来の技術】従来の泥土吸引除去装置は、側溝清掃車
の真空ブロアーに接続した吸い込みホースの先端を円筒
状の泥土吸込み管に取り付けた構造であり、この泥土吸
込み管を側溝の中に堆積した泥土中に挿入し、真空ブロ
アーを作動させ、その吸引力によって泥土を泥土吸込み
管、吸込みホースに吸い込んで吸引除去するものであ
る。使用目的が異るものとして、ポンプの一種で、「混
気ジェットポンプ」がある。これは、吸い込み管の屈曲
部内部に高圧水噴出ノズルを軸線方向に設けた構造のも
ので、そのノズルから高圧水を噴射し、管内に負圧をつ
くり、その負圧で水を吸い上げると同時にノズル部分に
空気導入管を設け、負圧で空気も吸い込み、高速気流の
状態で水を運んで吐出するものであり、掘削における土
砂の排出が主な用途である。同じく掘削を目的としたも
のとして「エアリフト式ポンプ」のリバースサーキュレ
ーション工法があり、掘削土砂を排出するときに真空ポ
ンプによる吸引とともに、泥水に満たされたドリルパイ
プの下端部の軸線に垂直方向に圧縮空気を吹き込み、空
気流とともに掘削土砂を排出するものである。
2. Description of the Related Art A conventional mud suction / removal device has a structure in which the end of a suction hose connected to a vacuum blower of a gutter cleaning vehicle is attached to a cylindrical mud suction pipe, and the mud suction pipe is accumulated in the gutter. It is inserted into the muddy soil, the vacuum blower is operated, and the suction force removes the muddy soil by sucking it into the mud suction pipe and the suction hose. One type of pump that has a different purpose of use is the "mixed air jet pump." This is a structure in which a high-pressure water jet nozzle is installed in the bending part of the suction pipe in the axial direction, and high-pressure water is jetted from the nozzle to create a negative pressure in the pipe, and at the same time suck up the water by the negative pressure. The nozzle is equipped with an air inlet pipe, which also sucks in air at a negative pressure and carries and discharges water in the state of high-speed airflow, and is mainly used for discharging earth and sand during excavation. Similarly, for the purpose of excavation, there is a reverse circulation method of "air lift type pump". When excavating the excavated earth and sand, it is sucked by a vacuum pump and is perpendicular to the axis of the lower end of the drill pipe filled with muddy water. Compressed air is blown in and the excavated sediment is discharged together with the air flow.

【0003】従来の側溝清掃車の泥土吸引除去装置の泥
土吸込み管の先端形状は円筒形の形状のものが代表的で
最も多く使用されている。この泥土吸込み管を用いて泥
土を吸引するには、吸込口から空気の流入を伴なわない
と吸引できない。即ち泥土吸込み管の先端部が泥土・泥
水の中に完全に埋没してしまうと、吸引力(−450m
mHg)よりも泥土と泥土吸込み管内壁のせん断力・泥
土の重力・及び泥土の塑性変形抵抗の合力の方が大きく
なり、吸引できなくなるからである。この場合の真空ポ
ンプの吸引力Pは下式で現わされる。 P<N+W+F P:真空ポンプの吸引力 N:泥土と泥土吸込み管内壁の摩擦力 W:泥土の重力 F:泥土の塑性変形抵抗 このための対応策として、従来は泥土吸込み管の先端部
に切り欠きを設け空気の流入を助けているが、泥土の中
にこの切り欠き部が完全に埋没するとやはり吸引効果が
なくなるものであり、又切り欠き部の一部が泥土に埋没
して残りの切り欠き部より大量の空気を吸入する場合も
泥土の吸引効果が悪くなっていた。更に、泥土の上に水
の層がある場合は、従来の装置では水を除去できないの
で、水を事前(別途)に吸引除去しないと泥土の除去が
出来ない。特に側溝等の溜桝には大量の水が溜っていて
問題となっていた。このため泥土を除去する前に水を除
去する必要があり、この水の除去作業に多くの手間を要
することとなり、非能率的であり、泥水の運搬作業が余
分に必要となり、作業能率が低下する欠点があった。
The tip shape of the mud suction pipe of the mud suction / removal device of the conventional gutter cleaning vehicle is typically a cylindrical shape and is most often used. In order to suck mud using this mud suction pipe, it cannot be sucked unless air is introduced from the suction port. That is, if the tip of the mud suction pipe is completely submerged in mud or muddy water, suction force (-450 m
This is because the combined force of the shear force of the mud and the mud suction pipe inner wall, the gravity of the mud, and the plastic deformation resistance of the mud becomes larger than mHg), and suction cannot be performed. The suction force P of the vacuum pump in this case is expressed by the following equation. P <N + W + F P: Vacuum pump suction force N: Frictional force between mud and mud suction pipe inner wall W: Gravity of mud F: Plastic deformation resistance of mud Conventionally, as a countermeasure for this, cut at the tip of the mud suction pipe A notch is provided to help the inflow of air, but if this notch is completely buried in the mud, the suction effect will also disappear, and a part of the notch will be buried in the mud to leave the remaining cut. Even when inhaling a large amount of air from the notch, the mud suction effect was poor. Further, when there is a water layer on the mud, the water cannot be removed by the conventional device, and therefore the mud cannot be removed unless the water is removed by suction in advance (separately). In particular, a large amount of water was accumulated in the basins such as gutters, which was a problem. For this reason, it is necessary to remove the water before removing the mud, which requires a lot of time and effort to remove this water, which is inefficient, and extra work for transporting the mud is required, resulting in reduced work efficiency. There was a drawback to

【0004】[0004]

【発明が解決しようとする課題】本発明は従来のこれら
の欠点を解消するものであり、その課題は、第1に泥土
吸込み管の先端部を泥土の中に完全に埋没した状態でも
泥土を吸引除去でき、泥土の上に水の層がある場合でも
事前(別途)に水を吸引除去することなく泥土の中に泥
土吸込み管の下部を完全に埋没した状態で泥土のみを吸
引除去できるようにすることにある。第2は、泥土吸込
み管の吸込み口の位置調整及び泥土吸込み管の上下・水
平の移動の作業を容易にし作業効率を高めることにあ
る。
DISCLOSURE OF THE INVENTION The present invention solves these drawbacks of the prior art. The first object is to remove mud even when the tip of the mud suction pipe is completely buried in the mud. It can be removed by suction, and even if there is a layer of water on the mud, it is possible to remove only the mud with the lower part of the mud suction pipe completely buried in the mud without previously (separately) sucking and removing the water. Is to Secondly, the work of adjusting the position of the suction port of the mud suction pipe and moving the mud suction pipe vertically and horizontally is facilitated and the work efficiency is improved.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

かかる課題を解決した本発明の構成は、 1)吸引ポンプに接続される垂直の泥土吸込み管の下部
を2重管構造とし、同2重管構造の下部の内外の管壁間
に形成された密閉された空間を円周方向に複数に区画
し、しかも同泥土吸込み管の下端の壁面に上記の区画さ
れた各空間と泥土吸込み管の吸込み通路とを連通する吹
出口を設け、泥土吸込み管の管壁間の上記各空間を送気
管又は高圧水管のいずれかに接続したことを特徴とする
泥土吸引除去装置 2)泥土吸込み管の下端の管厚みを先細り状とした前記
1)記載の泥土吸引除去装置 3)泥土吸込み管の下部管壁間の区画された空間が、円
周方向に沿って交互に送気管と高圧水管とに接続された
前記1)又は2)記載の泥土吸吸引除去装置 4)泥土吸込管の下端外周に筒状アダブターを上下位置
調整自在に外装した前記1)〜3)何れか記載の泥土吸
引除去装置 5)送気管及び高圧水管の途中を泥土吸込み管の外周に
設けた環状管を介して複数本の管に分岐して上記空間に
接続し、同環状管を作業用ハンドルとした前記1)〜
4)何れか記載の泥土吸引除去装置 6)送気管と高圧水管をそれぞれ送気ホース・高圧水ホ
ースとに脱着自在に接続し、ホースを外すことで管路を
大気に開放できるようにした前記1)〜5)何れか記載
の泥土吸引除去装置 7)送気管及び高圧水管に大気開放バルブを設けた前記
1)〜5)何れか記載の泥土吸引除去装置にある。
The structure of the present invention which has solved such a problem is as follows: 1) A lower portion of a vertical mud suction pipe connected to a suction pump has a double pipe structure, and the lower portion of the double pipe structure is formed between inner and outer pipe walls. The sealed space is divided into a plurality of sections in the circumferential direction, and the mud suction pipe is provided on the wall surface at the lower end of the mud suction pipe with an outlet for communicating the divided spaces with the suction passage of the mud suction pipe. The mud suction / removal device characterized in that each of the spaces between the pipe walls is connected to either an air feeding pipe or a high-pressure water pipe. 2) The mud as described in 1) above, wherein the thickness of the lower end of the mud suction pipe is tapered. Suction and removal device 3) The suction and removal of mud as described in 1) or 2), in which the divided space between the lower pipe walls of the mud suction pipe is alternately connected to the air supply pipe and the high-pressure water pipe along the circumferential direction. Device 4) Upper and lower cylindrical adapters are installed around the lower end of the mud suction pipe. The mud suction / removal device according to any one of the above 1) to 3) which is freely adjustable in position. 5) The midstream of the air supply pipe and the high-pressure water pipe is branched into a plurality of pipes through an annular pipe provided on the outer periphery of the mud suction pipe. Connected to the above space and using the same annular pipe as a work handle, 1) to
4) Any one of the mud suction / removal devices 6) An air supply pipe and a high-pressure water pipe are detachably connected to an air supply hose and a high-pressure water hose, respectively, and the pipe is opened to the atmosphere by removing the hose. 1) to 5) the suction / removal device for mud 7) The suction / removal device for mud removal according to any one of 1) to 5), wherein an air release valve is provided in the air supply pipe and the high-pressure water pipe.

【0006】[0006]

【作用】上記のように構成された本発明の泥土吸引除去
装置では、泥土吸込み管の先端を泥土の中に埋没させ、
送気管・高圧水管より圧縮空気又は高圧水を泥土吸込み
管の2重管構造内の空間に送り込む。同空間に送られた
空気・高圧水は下端の吹出口より泥土吸込み管の吸込み
通路の管路内へ噴出する。これによって泥土吸込み管の
管内に強い空気流・水流が生起し、これによって、泥土
を攪拌するとともに攪拌された泥土と泥土吸込み管の内
壁との剪断力も減少させ、泥土は分散して軽くなり、圧
縮空気の流れと吸引ポンプの吸引によって、泥土は強力
に吸引されて除去される。又、空気を送り込むことで泥
土吸込み管で水だけでも吸引できるようになる。泥土吸
込み管の下端に上下調整自在なアダブターを設けること
で、泥土吸込み管の吸込み位置の調整ができ、適切な吸
込み位置にできる。更に、送気管・高圧水管の途中を環
状管として作業用ハンドルとしているものでは、泥土吸
込み管の上下作業、水平移動作業がこの環状管を使って
容易に行える。
In the mud suction / removal device of the present invention configured as described above, the tip of the mud suction pipe is buried in the mud,
Compressed air or high-pressure water is sent from the air supply pipe / high-pressure water pipe into the space inside the double pipe structure of the mud suction pipe. Air and high-pressure water sent to the same space are ejected from the outlet at the lower end into the suction passage of the mud suction pipe. This causes a strong air flow / water flow in the mud suction pipe, thereby stirring the mud and reducing the shearing force between the stirred mud and the inner wall of the mud suction pipe, and the mud disperses and becomes lighter. The mud is strongly sucked and removed by the flow of compressed air and the suction pump. Also, by feeding air, it becomes possible to suck in only the water through the mud suction pipe. By providing the vertically adjustable adjuster at the lower end of the mud suction pipe, the suction position of the mud suction pipe can be adjusted and the suction position can be adjusted appropriately. Further, in the case where the working handle is an annular pipe in the middle of the air supply pipe / high pressure water pipe, the mud suction pipe can be easily moved up and down and horizontally moved using this annular pipe.

【0007】また、泥土が柔らかくて泥土吸込み管の下
部が埋没した場合、圧縮空気吹込みホース及び高圧水吹
込みホースを送気管・高圧水管からあらかじめ取り外し
て使用することによって、又は大気開放バルブを開口す
ることによって、二重管構造の密閉された空間を大気に
開放し、吸引ポンプの吸引による吹込み口からの空気の
流入を減少させ、これによって泥土の吸引力が大巾に高
まり、空気流とともに泥土が吸引除去される。アダブタ
ーを調整することによってどのような泥土の性状にも対
応して吸引除去効率を上げ、完全に道路の側溝の泥土を
除去することができる。
When the mud is soft and the lower part of the mud suction pipe is buried, the compressed air blowing hose and the high pressure water blowing hose are used by removing them from the air feeding pipe / high pressure water pipe in advance, or by opening the air release valve. By opening, the airtight space of the double pipe structure is opened to the atmosphere, and the inflow of air from the blowing port due to the suction of the suction pump is reduced, which greatly increases the suction force of the mud, The mud is sucked away with the flow. By adjusting the adaptor, suction removal efficiency can be improved according to the characteristics of any mud, and mud in the gutter of the road can be completely removed.

【0008】[0008]

【実施例】以下、本発明の実施例について図面を参照し
て説明する。図1は実施例の正面図、図2は実施例の平
面図、図3は実施例の環状管の説明図、図4は実施例の
泥土吸込み管の底面図、図5は図3のC−C断面図、図
6は実施例のスライダーの調整ねじの取付け状態を示す
説明図、図7は図1のA−A断面図、図8は図1のB−
B断面図、図9は実施例の圧縮空気と高圧水の流れを示
す説明図、図10は実施例の圧縮空気と高圧水の流れを
示す説明図、図11は実施例の泥土吸込み管の下部の縦
断面図、図12は車両走行用エンジン排気ガスによる圧
縮ガス利用の説明図、図13はエアブレーキの圧縮空気
利用の説明図、図14は路面清掃車・散水車の高圧水利
用装置の圧縮空気利用説明図、図15は本発明の泥土吸
込み管の大気開放バルブを示す説明図である。図1,
2,3において、内径114mmの円筒状の泥土吸込み管
1の下部を内管3と外管4との二重管構造とし、その管
端を内側に傾斜した刃口で塞ぎ、管下端の厚みを先細り
状としている。又、二重管の密閉された内部空間を4枚
の区画壁1eで4室の空間1a,1b,1c,1dに区
画している。そのうち空間1a,1cは送気管6と接続
され、又室内1b,1dは高圧水管7とに接続されてい
る。二重管構造の先端部の刃口5のほぼ中央に空間1
a,1b,1c,1dそれぞれと連通した細長の吹出口
2a,2b,2c2dを4箇所設ける。刃口5は横断面
に対して60°となるので吹出口2a,2b,2c,2
dは吹出口方向横断面に対し下向き30°となる。4個
の吹出口は圧縮空気用の吹出口2a,2cを2個、高圧
水用吹出口2b,2dを2個設け、それぞれ交互に設け
る。吹出口2a,2b,2c,2dの形状は、溝巾約1
mm、長さ約70mmとし、圧縮空気吹込の送気管6及び高
圧水管7により圧縮空気又は高圧水を噴出する。
Embodiments of the present invention will be described below with reference to the drawings. 1 is a front view of the embodiment, FIG. 2 is a plan view of the embodiment, FIG. 3 is an explanatory view of an annular pipe of the embodiment, FIG. 4 is a bottom view of a mud suction pipe of the embodiment, and FIG. 5 is C of FIG. -C sectional view, FIG. 6 is an explanatory view showing a mounting state of the adjusting screw of the slider of the embodiment, FIG. 7 is an A-A sectional view of FIG. 1, and FIG. 8 is B- of FIG.
B sectional view, FIG. 9 is an explanatory view showing the flow of compressed air and high-pressure water of the embodiment, FIG. 10 is an explanatory view showing the flow of compressed air and high-pressure water of the embodiment, and FIG. 11 is a mud suction pipe of the embodiment. Fig. 12 is a vertical cross-sectional view of the lower portion, Fig. 12 is an explanatory view of using compressed gas by engine exhaust gas for vehicle running, Fig. 13 is an explanatory view of using compressed air of an air brake, and Fig. 14 is a high-pressure water using device for a road cleaning vehicle / sprinkler vehicle. FIG. 15 is an explanatory view showing the use of compressed air, and FIG. 15 is an explanatory view showing the atmosphere release valve of the mud suction pipe of the present invention. Figure 1
In Nos. 2 and 3, the lower portion of the cylindrical mud suction pipe 1 having an inner diameter of 114 mm has a double pipe structure of an inner pipe 3 and an outer pipe 4, and the pipe end is closed by an inwardly inclined blade mouth, and the thickness of the lower end of the pipe is Is tapered. Further, the sealed internal space of the double pipe is divided into four chamber spaces 1a, 1b, 1c and 1d by four partition walls 1e. The spaces 1a and 1c are connected to the air supply pipe 6, and the rooms 1b and 1d are connected to the high-pressure water pipe 7. A space 1 is formed approximately at the center of the blade 5 at the tip of the double pipe structure.
Four elongated outlets 2a, 2b, 2c2d communicating with a, 1b, 1c, 1d are provided. Since the blade opening 5 is at an angle of 60 ° with respect to the cross section, the air outlets 2a, 2b, 2c, 2
d is 30 ° downward with respect to the cross section in the air outlet direction. The four outlets are provided with two outlets 2a and 2c for compressed air and two outlets 2b and 2d for high-pressure water, which are alternately provided. The outlets 2a, 2b, 2c, 2d have a groove width of about 1
mm, the length is about 70 mm, and compressed air or high-pressure water is jetted by the compressed air blowing air supply pipe 6 and the high-pressure water pipe 7.

【0009】泥土吸込み管1の下端を泥土中に置き、送
気管6から圧縮空気を、又高圧水管7から高圧水を送る
と圧縮空気は送気管6を介して二重管構造の下部の区画
された空間1a,1cに送られ、その空間の切口5の各
吹出口2a,2cから噴出し、泥土吸込み管1の吸込み
路内に空気流を送り込み、泥土の粘着力を弱め、泥土の
吸込み路の内壁(内管3の内壁)とのせん断を容易に
し、且つ吸込み路内の泥土を攪拌し気流とともに上昇さ
せる力を発生させる。又同時に高圧水は高圧水管7を介
して区画された空間2b,2dへ流入し、その切口5の
吹出口2b,2dから吸込み路内へ噴出し、泥土をよく
攪拌し、又、泥土を吸込み路の内壁から分離し、泥土吸
込み管1の吸引力と相い伴って、泥土を効率的に吸引す
る。これは泥土吸込み管の下端が完全に泥土中に埋込し
た状態でも、又水が上方に溜った泥土中でも機能し、こ
れらの状態でも泥土をよく吸引して排除できる。
When the lower end of the mud suction pipe 1 is placed in mud and compressed air is sent from the air supply pipe 6 and high pressure water is sent from the high pressure water pipe 7, the compressed air passes through the air supply pipe 6 and is a lower section of the double pipe structure. Is sent to the created spaces 1a and 1c, and blows out from the outlets 2a and 2c of the cut 5 of the space, sends an air flow into the suction passage of the mud suction pipe 1, weakens the adhesive force of the mud, and sucks the mud. Shearing with the inner wall of the passage (inner wall of the inner pipe 3) is facilitated, and a force for stirring the mud in the suction passage and raising it together with the air flow is generated. At the same time, the high-pressure water flows into the spaces 2b and 2d defined through the high-pressure water pipe 7, and is ejected from the outlets 2b and 2d of the cut 5 into the suction passage to well stir the mud and suck the mud. Separated from the inner wall of the passage, the mud is efficiently sucked together with the suction force of the mud suction pipe 1. This works even when the lower end of the mud suction pipe is completely buried in the mud, or even in the mud with water accumulated above it, and even in these conditions, the mud can be well sucked and eliminated.

【0010】図3,7,8の圧縮空気及び高圧水の分配
装置について説明すると、泥土吸込み管1の先端部に設
けた4個の空間1a,1b,1c,1dに交互に送気管
6と高圧水管7によって圧縮空気と高圧水を供給するも
のであるが、管が4本あると真空ポンプの吸込ホース8
を泥土吸込み管1から脱着させる場合、脱着がしにくく
なることと、操作用ハンドルとなる環状管9が扱いにく
くなるため、泥土吸込み管1の外周に設けた2個の環状
管9を利用して、送気管6、高圧水管7を各2本に分岐
して泥土吸込み管1の下方で4本の管として圧縮空気と
高圧水を2重管構造の泥土吸込み管1の下部の空間1
a,1b,1c,1dに送る。
The compressed air and high-pressure water distributors shown in FIGS. 3, 7 and 8 will be described. The air supply pipes 6 are alternately provided in the four spaces 1a, 1b, 1c and 1d provided at the tip of the mud suction pipe 1. The high-pressure water pipe 7 supplies compressed air and high-pressure water, but if there are four pipes, the suction hose 8 of the vacuum pump
When attaching and detaching the mud suction pipe 1, it is difficult to attach and detach, and since the annular pipe 9 that serves as an operating handle becomes difficult to handle, two annular pipes 9 provided on the outer periphery of the mud suction pipe 1 are used. The air supply pipe 6 and the high-pressure water pipe 7 are branched into two pipes, respectively, and four pipes are provided below the mud suction pipe 1 for compressed air and high-pressure water. The space 1 below the mud suction pipe 1 has a double pipe structure.
a, 1b, 1c, 1d.

【0011】送気管(内径10mm)6と上段ハンドルの
環状管9のこしき管(内径20mm)11との接合部はす
べて穴12を開け貫通させる。上段及び下段ハンドルと
なる環状管9,10の各々のこしき管11の接合部は一
つの対面に穴12を開け貫通させ、かつその穴12は上
段ハンドルの環状管9及び下段ハンドルの環状管10で
交差させる。
A hole 12 is formed at all joints between the air supply pipe (inner diameter 10 mm) 6 and the scraping pipe (inner diameter 20 mm) 11 of the annular pipe 9 of the upper handle. The joints of the strained pipes 11 of the respective annular pipes 9 and 10 serving as the upper and lower handles are perforated through one hole 12 and the holes 12 are penetrated, and the holes 12 are the annular pipe 9 of the upper handle and the annular pipe 10 of the lower handle. Cross at.

【0012】様態について説明すると、送気管6より流
入した圧縮空気は上段ハンドルとなる環状管9のこしき
管11を貫通した通路を通り、下段ハンドルとなる環状
管10のこしき管11上下に2方向に分配させるために
設けた穴12に接続した送気管6と、こしき管11と下
段ハンドルとなる環状管10を接合させ設けた穴12を
通過して下段ハンドルとなる環状管10内を通り、反対
側のこしき管11と下段ハンドルとなる環状管10を接
合させ設けた穴12を通り、こしき管11に接合させ設
けた穴12を通って送気管6に入り分配される。一方、
高圧水管7から流入した高圧水は、上段ハンドルとなる
環状管9のこしき管11上下に2方向に分配させるため
に設けた穴12に接合した高圧水管7と、こしき管11
と上段ハンドルとなる環状管9を接合させ設けた穴12
を通過して、上段ハンドルとなる環状管9を通り、反対
側のこしき管11と上段ハンドルとなる環状管9を接合
させ設けた穴12を通り、こしき管11に接合させ設け
た穴12を通って高圧水管7に入り分配される。
To explain the mode, the compressed air flowing in from the air supply pipe 6 passes through a passage passing through the straining pipe 11 of the annular pipe 9 serving as the upper handle, and two directions above and below the straining pipe 11 of the annular pipe 10 serving as the lower handle. Through the hole 12 provided by joining the blower pipe 11 and the annular pipe 10 serving as the lower handle, and passing through the annular pipe 10 serving as the lower handle. , Through the hole 12 provided by joining the straining tube 11 on the opposite side and the annular tube 10 serving as the lower stage handle, and through the hole 12 provided by joining the straining tube 11 into the air feeding pipe 6, and is distributed. on the other hand,
The high-pressure water that has flowed in from the high-pressure water pipe 7 is connected to the high-pressure water pipe 7 that is joined to the holes 12 provided to distribute the high-pressure water in the upper and lower sides of the ring-shaped pipe 11 that serves as the upper handle in two directions.
12 provided by joining the annular pipe 9 serving as the upper handle with the upper pipe
Passing through the circular tube 9 serving as the upper handle, passing through the hole 12 provided by joining the strained tube 11 on the opposite side and the annular tube 9 serving as the upper handle, and the hole 12 provided by being joined to the strained tube 11 Through the high pressure water pipe 7 to be distributed.

【0013】図3,4,5泥土吸込み管吹出口位置調整
装置について説明すると、泥土吸込み管1の下端13の
外側に、吸込口の位置を調整する摺動式によるアダブタ
ー14を設けたものである。下端13にアダブター14
を固定するための調整用ネジ15を設けアダブター14
の調整ネジ15の緩め、締めによって上下に摺動調整
し、固定する。アダブター14の上半部に調整用長溝1
7の切り欠きを設け、泥土吸込み管1とアダブター14
の接着が、簡単に出来るように調整用長溝17は上部ま
で切り欠き製造する。
The mud suction pipe outlet position adjusting device will be described with reference to FIGS. 3, 4 and 5 in which a slidable type adjuster 14 for adjusting the position of the suction port is provided outside the lower end 13 of the mud suction pipe 1. is there. The adapter 14 is attached to the lower end 13.
The adjusting screw 15 for fixing the
By loosening and tightening the adjusting screw 15 of 1, the sliding adjustment is performed vertically and then fixed. Adjustment long groove 1 on the upper half of the adapter 14.
7 cutouts are provided for the mud suction pipe 1 and the adapter 14.
The adjustment long groove 17 is cut out to the upper part so that the above can be easily bonded.

【0014】実施例の送気手段としては、図12,13
に示す車両走行用エンジン排気ガス利用装置、エアブレ
ーキの圧縮空気利用装置のいずれかの圧縮空気を送気ホ
ース18(内径6mm)を介して圧縮空気の送気管6に取
り付け固定する。次に泥土の性状によって必要な場合
は、高圧水を流入するための高圧水利用装置(図14)
より、高圧水を高圧水ホース19を介して高圧水管7に
取り付け固定する。最後に泥土吸込み管1の真空ブロア
ー吸い込みホース取り付け口に吸い込みホース8を取り
付け固定する。図12の送気手段を示す説明図である。
エンジン21の排気ガスは排気管22から排出される
が、その一部を分岐させ、流量調整バルブ23を介して
送気ホース18に接続して送気管6へ送る例である。又
図13はエアブレーキの空気を利用する例である。エア
ブレーキ用のエアータンク24を空気管25とその途中
の流量調整バルブ26を介して送気ホース18に接続す
る例である。図14は高圧水供給手段の例で水タンク2
7の空気を高圧ポンプ28で昇圧して、一部は分岐管2
9に送られ、バルブ30を介して高圧水ホース19に接
続される。他方は分岐管31に送られ、暗渠・側溝に使
われる。本発明の送気供給手段はこれらに限定されるも
のではない。
The air supply means of the embodiment is shown in FIGS.
The compressed air, which is one of the vehicle exhaust engine exhaust gas utilization device and the compressed air utilization device for the air brake shown in FIG. 2, is attached and fixed to the compressed air supply pipe 6 via the air supply hose 18 (inner diameter 6 mm). Next, if necessary depending on the properties of the mud, a high pressure water utilization device for inflowing high pressure water (Fig. 14)
Then, the high-pressure water is attached and fixed to the high-pressure water pipe 7 via the high-pressure water hose 19. Finally, the suction hose 8 is attached and fixed to the vacuum blower suction hose attachment port of the mud suction pipe 1. It is explanatory drawing which shows the air supply means of FIG.
The exhaust gas of the engine 21 is exhausted from the exhaust pipe 22, but a part of the exhaust gas is branched and connected to the air supply hose 18 via the flow rate adjusting valve 23 to be sent to the air supply pipe 6. Further, FIG. 13 shows an example of using the air of the air brake. This is an example in which an air tank 24 for an air brake is connected to an air supply hose 18 via an air pipe 25 and a flow rate adjusting valve 26 in the middle thereof. FIG. 14 shows an example of high-pressure water supply means, which is a water tank 2.
The air of No. 7 is boosted by the high-pressure pump 28, and a part of the branch pipe 2
9 and is connected to the high pressure water hose 19 via the valve 30. The other is sent to the branch pipe 31 and used for the underdrain / ditch. The air supply means of the present invention is not limited to these.

【0015】又、本実施例では、送気及び高圧水の供給
を停止し、送気管6、高圧管7から送気ホース18と高
圧水ホース19を外し、送気管6、高圧管7を大気に開
放すれば、軟かい泥土の場合真空ブロアーの吸引によっ
て吹出口2a,2b,2c,2dから空気流入現象が起
って、空気流とともに泥土を吸引できる。この場合、送
気・高圧水の供給装置を必要とせず泥土を吸引できる。
本実施例の如くホースを外さないでも図15の如く、送
気管6,高圧水管7に取付けたバルブ20の開閉で大気
に開放することによってもよい。
Further, in this embodiment, the air supply and the supply of the high pressure water are stopped, the air supply hose 18 and the high pressure water hose 19 are removed from the air supply pipe 6 and the high pressure pipe 7, and the air supply pipe 6 and the high pressure pipe 7 are exposed to the atmosphere. When the mud is opened to the above, the air inflow phenomenon occurs from the outlets 2a, 2b, 2c, 2d by suction of the vacuum blower in the case of soft mud, and the mud can be sucked together with the air flow. In this case, mud can be sucked in without the need for an air supply / high pressure water supply device.
Instead of removing the hose as in the present embodiment, as shown in FIG. 15, the valve 20 attached to the air supply pipe 6 and the high pressure water pipe 7 may be opened and closed to open to the atmosphere.

【0016】[0016]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載するような効果が生ずる。泥土
吸込み管の先端付近近くに取り付けた吹出口に圧縮空気
を吹き込むと、泥土吸込み管内に、空気流が生じ泥土は
圧縮空気により泥土の粘着力が減少し、泥土はせん断及
び、攪乱される結果、分散して軽くなり側溝清掃車の吸
引ポンプを稼動させることによって、泥土は圧縮空気の
流れと吸引ポンプの吸引による空気流の相乗作用によっ
て、除去対象泥土の性状のいかんにもかかわらず、吸引
除去が可能である。なお、泥土が乾燥し圧密されると圧
縮空気のみでは、泥土を十分にせん断及び攪乱できない
ので、高圧水を併用し、または単独使用するとによって
吸引除去効率を向上させることができる。
Since the present invention is constructed as described above, the following effects are produced. When compressed air is blown into the outlet installed near the tip of the mud suction pipe, an air flow is generated in the mud suction pipe, and the mud's adhesive force is reduced by the compressed air, resulting in shearing and disturbance of the mud. , It becomes dispersed and becomes lighter, and by operating the suction pump of the gutter cleaning vehicle, the mud is sucked by the synergistic action of the flow of compressed air and the air flow by the suction of the suction pump, regardless of the nature of the mud to be removed. It can be removed. Since the mud cannot be sufficiently sheared and disturbed only by compressed air when the mud is dried and consolidated, the suction removal efficiency can be improved by using high pressure water together or by using it alone.

【0017】また、泥土吸込み管の先端部に吹出口位置
調整装置のアダブターを取り付けて、泥土の性状、硬さ
に合せて吹出口の位置を、上下に変化させることが出来
るような構造にしたことによって、泥土が硬い場合は、
泥土吸込み管の泥土の中への貫入が小さくなるので、そ
れに応じて吹出口の位置も泥土吸込み管先端部に近づけ
圧縮空気を吹き込み、高圧水を吹き込むと泥土の吸引除
去が一段と能率的になる。
Further, an adaptor, which is an air outlet position adjusting device, is attached to the tip of the mud suction pipe so that the air outlet position can be changed up and down according to the property and hardness of the mud. By this, if the mud is hard,
Since the penetration of the mud suction pipe into the mud becomes smaller, the position of the air outlet will be moved closer to the tip of the mud suction pipe to blow compressed air and blow high-pressure water to make the suction and removal of mud more efficient. .

【0018】側溝及び溜桝に堆積した泥土の上部に水が
たまっている場合は、泥土吸込み管を底部に埋没させて
泥土のみを吸引除去することができ、泥土の除去作業の
必要がなくなった。
When water is accumulated in the upper part of the mud accumulated in the gutter and the basin, the mud suction pipe can be buried in the bottom to suck and remove only the mud, which eliminates the need to remove the mud. .

【0019】さらに、泥土吸込み管と吸い込みホース内
部に常時空気が流れているので、泥土は攪乱されて小塊
となり、泥土吸込み管及び吸い込みホースの詰まりが皆
無となって作業の中断がなくなった。
Further, since the air constantly flows inside the mud suction pipe and the suction hose, the mud is disturbed and becomes a small lump, and the clogging of the mud suction pipe and the suction hose is eliminated so that the work is not interrupted.

【0020】送気管・高圧水管の一部を環状管として、
ハンドルとして利用できるものでは、泥土吸引除去装置
の上下、水平の移動・調整作業を容易とする。
A part of the air supply pipe / high pressure water pipe is formed as an annular pipe,
If it can be used as a handle, it facilitates vertical and horizontal movement and adjustment work of the mud suction removal device.

【0021】泥土吸引吸込み管の下端を先細り状とした
ものは、吹出口からの空気・高圧水の吹出方向を下方斜
めにすることにより、泥土の掘削・攪拌を効果的とす
る。更に、送気管・高圧水管に大気開放バルブを取付け
たものでは、軟が泥土の場合、高圧水空気を圧送せずに
吸引できるようにできる。
When the lower end of the mud suction and suction pipe is tapered, the mud is effectively excavated and agitated by making the blowing direction of the air / high-pressure water obliquely downward from the air outlet. Further, in the case where the atmosphere release valve is attached to the air supply pipe / high pressure water pipe, when the soft is mud, it is possible to suck the high pressure water air without pressure feeding.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施例の正面図である。FIG. 1 is a front view of an embodiment.

【図2】実施例の平面図である。FIG. 2 is a plan view of the embodiment.

【図3】実施例の環状管の説明図である。FIG. 3 is an explanatory diagram of an annular pipe according to an embodiment.

【図4】実施例の泥土吸込み管の底面図である。FIG. 4 is a bottom view of the mud suction pipe of the embodiment.

【図5】図3のC−C断面図である。FIG. 5 is a sectional view taken along the line CC of FIG. 3;

【図6】実施例のスライダーの調整ねじを示す説明図で
ある。
FIG. 6 is an explanatory view showing an adjusting screw of a slider of the embodiment.

【図7】図1のA−A断面図である。FIG. 7 is a sectional view taken along the line AA of FIG. 1;

【図8】図1のB−B断面図である。8 is a sectional view taken along line BB of FIG.

【図9】実施例の圧縮空気と高圧水の流れを示す説明図
である。
FIG. 9 is an explanatory diagram showing flows of compressed air and high-pressure water according to the embodiment.

【図10】実施例の圧縮空気と高圧水の流れを示す説明
図である。
FIG. 10 is an explanatory diagram showing flows of compressed air and high-pressure water according to the embodiment.

【図11】実施例の泥土吸込み管の下部の縦断面図であ
る。
FIG. 11 is a vertical cross-sectional view of the lower portion of the mud suction pipe of the example.

【図12】車両走行用エンジン排気ガスによる圧縮ガス
利用の説明図である。
FIG. 12 is an explanatory view of using compressed gas by vehicle exhaust engine exhaust gas.

【図13】エアブレーキの圧縮空気利用の説明図であ
る。
FIG. 13 is an explanatory diagram of using compressed air in an air brake.

【図14】路面清掃車・散水車の高圧水利用装置の圧縮
空気利用説明図である。
FIG. 14 is an explanatory diagram of compressed air utilization of a high-pressure water utilization device of a road cleaning vehicle / sprinkler vehicle.

【図15】本発明の泥土吸込み管の大気開放バルブを示
す説明図である。
FIG. 15 is an explanatory view showing an atmosphere release valve of the mud suction pipe of the present invention.

【符号の説明】[Explanation of symbols]

1 泥土吸込み管 1a 空間 1b 空間 1c 空間 1d 空間 1e 区画壁 2a 吹出口 2b 吹出口 2c 吹出口 2d 吹出口 3 内管 4 外管 5 刃口 6 送気管 7 高圧水管 8 吸込ホース 9 環状管 10 環状管 11 こしき管 12 穴 13 ダクト 14 アダブター 15 アタブター調整ネジ 16 ボルト 17 ワッシャー 18 送気ホース 19 高圧水ホース 20 バルブ 1 Mud suction pipe 1a Space 1b Space 1c Space 1d Space 1e Partition wall 2a Air outlet 2b Air outlet 2c Air outlet 2d Air outlet 3 Inner pipe 4 Outer pipe 5 Blade mouth 6 Air supply pipe 7 High pressure water pipe 8 Suction hose 9 Ring pipe 10 Ring Pipe 11 Koshiko Pipe 12 Hole 13 Duct 14 Adapter 15 Adjuster adjustment screw 16 Bolt 17 Washer 18 Air supply hose 19 High pressure water hose 20 Valve

───────────────────────────────────────────────────── フロントページの続き (72)発明者 瀬口 武 大分県大分市寒田字ダイ1057の2 建設 サービス株式会社大分出張所内 (56)参考文献 特開 昭57−36234(JP,A) 特開 昭63−122826(JP,A) 実開 昭54−105136(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takeshi Seguchi 1057 Sanda-dai Dai, Oita City, Oita Prefecture Construction Service Co., Ltd. Oita Branch Office (56) Reference JP-A-57-36234 (JP, A) JP-A-SHO 63-122826 (JP, A) Actually opened 54-105136 (JP, U)

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 吸引ポンプに接続される垂直の泥土吸込
み管の下部を2重管構造とし、同2重管構造の下部の内
外の管壁間に形成された密閉された空間を円周方向に複
数に区画し、しかも同泥土吸込み管の下端の壁面に上記
の区画された各空間と泥土吸込み管の吸込み通路とを連
通する吹出口を設け、泥土吸込み管の管壁間の上記各空
間を送気管又は高圧水管のいずれかに接続したことを特
徴とする泥土吸引除去装置。
1. A vertical mud suction pipe connected to a suction pump has a lower portion having a double pipe structure, and a sealed space formed between inner and outer pipe walls of the lower portion of the double pipe structure is circumferentially formed. A plurality of compartments, and on the wall surface at the lower end of the mud suction pipe, there is provided a blowout port that communicates each of the partitioned spaces with the suction passage of the mud suction pipe, and the above spaces between the mud suction pipe walls. Is connected to either an air supply pipe or a high-pressure water pipe.
【請求項2】 泥土吸込み管の下端の管厚みを先細り状
とした請求項1記載の泥土吸引除去装置。
2. The mud suction / removal device according to claim 1, wherein the mud suction pipe has a tapered thickness at its lower end.
【請求項3】 泥土吸込み管の下部管壁間の区画された
空間が、円周方向に沿って交互に送気管と高圧水管とに
接続された請求項1又は2記載の泥土吸吸引除去装置。
3. The mud suction and removal device according to claim 1 or 2, wherein the divided spaces between the lower pipe walls of the mud suction pipe are alternately connected to the air supply pipe and the high-pressure water pipe along the circumferential direction. .
【請求項4】 泥土吸込管の下端外周に筒状アダブター
を上下位置調整自在に外装した請求項1〜3何れか記載
の泥土吸引除去装置。
4. The mud suction / removal device according to claim 1, wherein a cylindrical adaptor is provided on the outer periphery of the lower end of the mud suction pipe so as to be vertically adjustable.
【請求項5】 送気管及び高圧水管の途中を泥土吸込み
管の外周に設けた環状管を介して複数本の管に分岐して
上記空間に接続し、同環状管を作業用ハンドルとした請
求項1〜4何れか記載の泥土吸引除去装置。
5. An air supply pipe and a high-pressure water pipe are branched into a plurality of pipes through an annular pipe provided on the outer periphery of the mud suction pipe and connected to the space, and the annular pipe is used as a work handle. Item 6. The mud suction / removal device according to any one of Items 1 to 4.
【請求項6】 送気管と高圧水管をそれぞれ送気ホース
・高圧水ホースとに脱着自在に接続し、ホースを外すこ
とで管路を大気に開放できるようにした請求項1〜5何
れか記載の泥土吸引除去装置。
6. An air supply pipe and a high-pressure water pipe are detachably connected to an air supply hose and a high-pressure water hose, respectively, and the pipe line can be opened to the atmosphere by removing the hose. Mud suction removal device.
【請求項7】 送気管及び高圧水管に大気開放バルブを
設けた請求項1〜5何れか記載の泥土吸引除去装置。
7. The mud suction / removal device according to claim 1, wherein the air supply pipe and the high-pressure water pipe are provided with an atmosphere opening valve.
JP6323657A 1994-11-30 1994-11-30 Mud suction removal device Expired - Lifetime JP2566541B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6323657A JP2566541B2 (en) 1994-11-30 1994-11-30 Mud suction removal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6323657A JP2566541B2 (en) 1994-11-30 1994-11-30 Mud suction removal device

Publications (2)

Publication Number Publication Date
JPH08151680A JPH08151680A (en) 1996-06-11
JP2566541B2 true JP2566541B2 (en) 1996-12-25

Family

ID=18157158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6323657A Expired - Lifetime JP2566541B2 (en) 1994-11-30 1994-11-30 Mud suction removal device

Country Status (1)

Country Link
JP (1) JP2566541B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2002952130A0 (en) * 2002-10-18 2002-10-31 Cleanflow Technologies Pty Ltd Extraction head
CN106120924A (en) * 2016-08-24 2016-11-16 天津海辰华环保科技股份有限公司 Backpulsing air supporting sand sampler
CN111945810A (en) * 2020-07-16 2020-11-17 天津大学前沿技术研究院有限公司 Portable silt cleaning device
CN112195999B (en) * 2020-10-20 2023-05-12 湖北省天门天则泵业有限公司 Anti-blocking sewage suction pump for dredging river channel
CN114482165B (en) * 2021-12-30 2023-06-16 合肥海博工程设计集团有限公司 Hydraulic engineering design is with desilting machine pipe head

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Publication number Publication date
JPH08151680A (en) 1996-06-11

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