JP2791502B2 - Sewer pipe cleaning device - Google Patents

Sewer pipe cleaning device

Info

Publication number
JP2791502B2
JP2791502B2 JP2111492A JP11149290A JP2791502B2 JP 2791502 B2 JP2791502 B2 JP 2791502B2 JP 2111492 A JP2111492 A JP 2111492A JP 11149290 A JP11149290 A JP 11149290A JP 2791502 B2 JP2791502 B2 JP 2791502B2
Authority
JP
Japan
Prior art keywords
passage
gas
mixing chamber
liquid mixing
compressed air
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
JP2111492A
Other languages
Japanese (ja)
Other versions
JPH0420626A (en
Inventor
征喜 加藤
康二 西海
行雄 松村
久 高橋
勇 足立
藤次郎 高
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.)
GESUIDO MENTENANSU KYODOKUMIAI
TOKYOTO
Adachi Construction and Industry Co Ltd
Original Assignee
GESUIDO MENTENANSU KYODOKUMIAI
TOKYOTO
Adachi Construction and Industry Co Ltd
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 GESUIDO MENTENANSU KYODOKUMIAI, TOKYOTO, Adachi Construction and Industry Co Ltd filed Critical GESUIDO MENTENANSU KYODOKUMIAI
Priority to JP2111492A priority Critical patent/JP2791502B2/en
Publication of JPH0420626A publication Critical patent/JPH0420626A/en
Application granted granted Critical
Publication of JP2791502B2 publication Critical patent/JP2791502B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Cleaning In General (AREA)

Description

【発明の詳細な説明】 イ.発明の目的 〔産業上の利用分野〕 この発明は、下水道管の堆積汚泥・土砂の洗浄に使用
される洗浄装置に関し、特には、幹線下水道が河川を横
断する箇所に設けられるいわゆる伏越し部の管渠の洗浄
に適用される洗浄装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Object of the Invention [Industrial Application Field] The present invention relates to a cleaning device used for cleaning sediment sludge and sediment of sewer pipes, and particularly to a so-called shelter provided at a location where a main sewer crosses a river. The present invention relates to a cleaning device applied to cleaning a sewer.

〔従来の技術〕[Conventional technology]

第5図にその下水道の伏越し部の構造を示す。 Fig. 5 shows the structure of the shelter of the sewer.

ここに、イは河川、ロは上流側下水道、ハは上流側伏
越し人孔、ニは伏越し管渠、ホは下流側伏越し人孔、ヘ
は下流側下水道である。しかして、該下水道の伏越し部
において、汚泥・土砂が永年のうちに人孔及び管渠内の
底部に堆積し(ト、チ、リはその堆積した汚泥土砂を示
す)、流路断面積を縮小させ、遂には下水道の流下を妨
げる事態に至る。
Here, A is a river, B is an upstream sewer, C is an upstream shelter, D is a shelter, E is a downstream shelter, and F is a downstream sewer. Then, in the overhanging part of the sewer, sludge and sediment accumulate on the bottom of manholes and sewers over the years (g, j, and r indicate the accumulated sludge and sediment), and the cross-sectional area of the flow passage is reduced. It eventually shrinks, eventually leading to a situation that impedes the flow of sewers.

このため、この堆積土砂に対する除去作業が行われる
が、沈降土砂のために重量が大きく、強固に固まってお
り、かつ管壁に強固に付着し、加えて、当然のことなが
らこの伏越し部の管渠は満水状態になっており、通常の
洗浄方法、例えばジェット水の噴射による洗浄方法では
効果が薄く、十分な洗浄が期待できない。
For this reason, removal work is performed on the sediment, however, due to the sedimentary sediment, the weight is large, it is firmly solidified, and it adheres firmly to the pipe wall. The sewer is in a full state, and a normal cleaning method, for example, a cleaning method by jet water jetting is ineffective and cannot be expected to be sufficiently cleaned.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

本発明は上記実情に鑑みなされたものであり、特には
伏越し部におけるように満水状態にあり、かつ強固に固
結しかつ管壁に付着した堆積土砂の浚渫に威力を発揮で
きる洗浄装置を提供することを目的とする。
The present invention has been made in view of the above circumstances, and in particular, a washing device that is full of water as in a concealed portion, and that can exert its power in dredging sediment sediment that is firmly solidified and adhered to the pipe wall. The purpose is to provide.

ロ.発明の構成 〔問題点を解決するための手段〕 本発明の下水道管用洗浄装置は、上記目的を達成する
ために次の構成(技術的手段)を採る。すなわち、重量
体よりなり実質的に円柱状をなすノズルヘッド本体にお
いて、その後部の外縁は所定の角度の傾斜面に形成さ
れ、後面中央に高圧水の給送管路が接続される開口部を
有し、前記ノズルヘッド本体の軸心に沿って高圧水用の
導通路が形成され、該導通路の奥部より前記後面の傾斜
面に形成された噴射口に向かって放射状に噴射通路が形
成され、前記噴射通路の途中に拡径された気液混合室が
形成されるとともに該気液混合室に圧縮空気の導通路が
連通されてなることを特徴とする。
B. Configuration of the Invention [Means for Solving the Problems] The cleaning apparatus for sewer pipes of the present invention employs the following configuration (technical means) to achieve the above object. That is, in the substantially cylindrical nozzle head main body made of a weight body, the outer edge of the rear portion is formed with an inclined surface having a predetermined angle, and an opening portion to which a high pressure water supply conduit is connected at the center of the rear surface. A conductive path for high-pressure water is formed along the axis of the nozzle head main body, and an injection path is formed radially from a deep portion of the conductive path toward an injection port formed on the inclined surface on the rear surface. An enlarged gas-liquid mixing chamber is formed in the middle of the injection passage, and a communication path for compressed air is connected to the gas-liquid mixing chamber.

〔作用〕[Action]

使用において、高圧水用導通路には高圧水供給ホース
が接続され、圧縮空気導通路には圧縮空気供給ホースが
接続される。
In use, a high-pressure water supply hose is connected to the high-pressure water passage, and a compressed air supply hose is connected to the compressed air passage.

高圧水供給ホースを介して高圧水を供給し、高圧水供
給ホースに引っ張り力を加えない状態に保持することに
より、噴射口からの噴射力により本装置は自推作用によ
り下水道管路中を推進移動する。
By supplying high-pressure water through the high-pressure water supply hose and keeping the high-pressure water supply hose in a state where no pulling force is applied, the device propells through the sewerage line by self-propelled action by the injection force from the injection port. Moving.

高圧水供給ホース並びに圧縮空気供給ホースを介して
高圧水並びに圧縮空気を供給するとともに、高圧水供給
ホースに引き戻し力を加えて本装置を後退させる。
The high-pressure water and the compressed air are supplied through the high-pressure water supply hose and the compressed air supply hose, and the device is retracted by applying a retraction force to the high-pressure water supply hose.

噴射口からは高圧水と圧縮空気との高圧気液混合流が
噴射され、堆積土砂の浚渫作用を促進させ、本装置の移
動とともに浚渫土砂を搬送移動する。
A high-pressure gas-liquid mixed flow of high-pressure water and compressed air is injected from the injection port to promote the dredging action of the sediment, and convey and move the dredged sand with the movement of the present apparatus.

〔実施例〕〔Example〕

本発明の下水道管用洗浄装置(以下単に「洗浄装置」
という)の実施例を図面に基いて説明する。
Sewer pipe cleaning device of the present invention (hereinafter simply referred to as "cleaning device")
Will be described with reference to the drawings.

第1図〜第4図はその一実施例の洗浄装置Sを示す。 1 to 4 show a cleaning apparatus S according to one embodiment.

第1図及び第2図において、1は本洗浄装置Sのノズ
ルヘッド本体であって、前面1aが半球状をなし、後面1b
が垂直状をなし、全体的に砲弾形状に形成されている。
前面一aは半球状に限らず、円錐、角錐等の適宜の形態
を採りうる。
1 and 2, reference numeral 1 denotes a nozzle head main body of the main cleaning apparatus S, wherein a front surface 1a has a hemispherical shape, and a rear surface 1b.
Has a vertical shape and is entirely formed in a shell shape.
The front surface 1a is not limited to a hemisphere, but may take any suitable form such as a cone or a pyramid.

該ヘッド本体1は後記する高圧の水及び空気の噴射に
よる反作用に耐えるために重量体よりなり、また、成形
性の上から前部1Aと後部1Bとの二分割体よりなる。ま
た、後面1bの外縁1cは所定の角度の傾斜面に形成されて
いる。
The head body 1 is made of a heavy body to withstand the reaction caused by the injection of high-pressure water and air, which will be described later, and is made of a two-part body consisting of a front part 1A and a rear part 1B in view of formability. The outer edge 1c of the rear surface 1b is formed as an inclined surface having a predetermined angle.

ノズルヘッド本体1の軸心に沿って後面1bの中央に開
口する比較的大径の高圧水用導通路2が形成される。該
導通路2の開口部には雌ねじ2aが螺設されるとともに、
奥部から放射状に後面縁部1cに開口する適宜数(本実施
例では5)の比較的小径の噴射通路3が形成される。
A relatively large-diameter high-pressure water passage 2 is formed at the center of the rear surface 1b along the axis of the nozzle head main body 1. A female screw 2a is screwed into the opening of the conduction path 2, and
An appropriate number (five in this embodiment) of relatively small-diameter injection passages 3 are formed radially from the back to the rear edge 1c.

該噴射通路3は後縁1cに至るまでに順次段部をもって
拡径され、それぞれ気液混合室5及び噴射口6を形成す
る。5a,6bはそれぞれの段部である。
The diameter of the injection passage 3 is gradually increased with a stepped portion until reaching the trailing edge 1c to form a gas-liquid mixing chamber 5 and an injection port 6, respectively. 5a and 6b are respective step portions.

噴射通路3及び気液混合室5の開口端部にはそれぞれ
雌ねじ3a,5bが螺設されている。
Internal threads 3a and 5b are screwed into the open ends of the injection passage 3 and the gas-liquid mixing chamber 5, respectively.

しかして、この雌ねじ3a,5bに螺合して気液混合室5
及び噴射口6に第1及び第2の口金7,8が取り付けられ
る。
Then, the gas-liquid mixing chamber 5 is screwed into the female screws 3a and 5b.
The first and second bases 7 and 8 are attached to the injection port 6.

10は圧縮空気導通路であって、1本の給気通路10a
と、該給気通路10aに連通する環状通路1bと、該環状通
路10bから分岐し気液混合室5に連通する5本の分岐通
路10cとからなる。
Reference numeral 10 denotes a compressed air passage, and one supply passage 10a
And an annular passage 1b communicating with the air supply passage 10a and five branch passages 10c branched from the annular passage 10b and communicating with the gas-liquid mixing chamber 5.

もっと詳しくは、給気通路10aはノズルヘッド本体1
の軸心に平行状に配され、屈曲部をもって後縁部1cに開
口する。該屈曲部には雌ねじ10dが螺設される。
More specifically, the air supply passage 10a is the nozzle head body 1
Are arranged in parallel with the axis of, and open to the rear edge 1c with a bent portion. A female screw 10d is screwed into the bent portion.

環状通路10bはノズルヘッド本体1の後部1Bの前面に
溝状に凹設された後、前部1Aを衝接し、両者を溶接ある
いは螺合等により固設して形成される。
The annular passage 10b is formed by forming a groove in the front surface of the rear portion 1B of the nozzle head main body 1 and then abutting the front portion 1A and fixing the two by welding or screwing.

分岐通路10cは環状通路10bから等間隔に、かつノズル
ヘッド1の軸心に平行して配されるとともに、気液混合
室5の基底部に連通する。
The branch passages 10c are arranged at equal intervals from the annular passage 10b and in parallel with the axis of the nozzle head 1, and communicate with the base of the gas-liquid mixing chamber 5.

第3図及び第4図は第1口金7及び第2口金8を装着
した気液混合室5及び噴射口6の詳細構造を示す。
FIGS. 3 and 4 show the detailed structure of the gas-liquid mixing chamber 5 and the injection port 6 to which the first base 7 and the second base 8 are mounted.

第1口金7は実質的に円筒状をなし、その軸心を貫通
して噴射通路7aが形成される。該噴射通路7aは、この後
部を圧縮空気通路10に接続し、次第に孔径が漸減される
ノズル通路部7bと、該ノズル通路部7bの最小径に連設す
る噴射孔7cとに区分される。
The first base 7 has a substantially cylindrical shape, and an injection passage 7a is formed through the axis thereof. The injection passage 7a has a rear portion connected to the compressed air passage 10 and is divided into a nozzle passage 7b having a gradually reduced hole diameter and an injection hole 7c connected to the minimum diameter of the nozzle passage 7b.

また、該第1口金7の外側の後端部にはねじ7dが螺設
され、外ねじ7dを噴射通路3の雌ねじ3aに螺合して固設
される。第1口金7の外径は気液混合室5の内径より十
分に小さく、それらの間に環状空間12が形成される。
A screw 7d is screwed into the rear end of the outside of the first base 7, and the external screw 7d is screwed to the female screw 3a of the injection passage 3 and fixed. The outer diameter of the first base 7 is sufficiently smaller than the inner diameter of the gas-liquid mixing chamber 5, and an annular space 12 is formed therebetween.

第2口金8は第1口金7よりも大径にして実質的に円
筒状をなし、その軸心を貫通する噴射通路8aが形成され
る。該噴射通路8aはろと状のテーパ通路8bと、該テーパ
通路8bの縮径された径に続く噴射孔8cとに区分される。
かつ、その外側にはねじ部8dが螺設され、該ねじ8dを気
液混合室5の雌ねじ5bに螺合して固設される。
The second base 8 has a larger diameter than the first base 7 and has a substantially cylindrical shape, and an injection passage 8a penetrating the axis thereof is formed. The injection passage 8a is divided into a rotatable tapered passage 8b and an injection hole 8c following the reduced diameter of the tapered passage 8b.
A screw portion 8d is screwed on the outside thereof, and the screw 8d is screwed and fixed to the female screw 5b of the gas-liquid mixing chamber 5.

しかして、図示されるように、噴射通路3と第1口金
7及び第2口金8とはそれらの軸心Oを一致して配され
るとともに、第1口金7の先端は口金8のテーパ通路8b
内に臨んでいる。かつ、圧縮空気導通路10の分岐通路10
cも環状空間12に開口するとともに第2口金8のテーパ
通路8bの傾斜に沿う方向に配置されている。本実施例に
おいては通路10も前記した軸心Oに一致するように配さ
れるが、軸心Oより偏心する態様を採ることもできる。
As shown in the drawing, the injection passage 3 and the first base 7 and the second base 8 are arranged so that their axes O coincide with each other, and the tip of the first base 7 is formed by a tapered passage of the base 8. 8b
Is facing inside. And the branch passage 10 of the compressed air passage 10
c also opens in the annular space 12 and is arranged in a direction along the inclination of the tapered passage 8b of the second base 8. In this embodiment, the passage 10 is also arranged so as to coincide with the axis O described above, but it is also possible to adopt a mode that is eccentric from the axis O.

このように構成された本洗浄装置Sは、使用におい
て、高圧水用導通路2の雌ねじ部2aに高圧水ホースが接
合され、圧縮空気導通路10の雌ねじ部10dに圧縮空気ホ
ースが接合される。
In use of the present cleaning device S configured as described above, in use, a high-pressure water hose is joined to the female screw portion 2a of the high-pressure water conduit 2, and a compressed air hose is joined to the female screw portion 10d of the compressed air conduit 10. .

高圧水ホースは大きな引っ張り力に耐えるとともに適
宜の可撓性を有し、この端部は公知の機構のリールに接
続され、かつ該リールにより巻き取られるようになって
いる。また、該リールは導管を介して高圧水用ポンプ及
び貯水槽に接続される。しかして、高圧ポンプにより圧
力のかけられた水はリールを介して高圧水ホースに送ら
れ、また、リールの回転により高圧ホースは巻き取られ
てゆく。
The high-pressure water hose withstands a large tensile force and has appropriate flexibility, and its end is connected to a reel of a known mechanism and wound up by the reel. The reel is connected to a high-pressure water pump and a water tank via a conduit. Then, the water pressurized by the high-pressure pump is sent to the high-pressure water hose through the reel, and the high-pressure hose is wound up by the rotation of the reel.

圧縮空気ホースも他端部は空気圧縮機に接続される。 The other end of the compressed air hose is also connected to the air compressor.

以下、本実施例の下水道管用洗浄装置Sを使用して実
施される下水道管の洗浄の作業手順を説明するととも
に、本装置Sの作用を説明する。
Hereinafter, the operation procedure of the sewer pipe cleaning performed using the sewer pipe cleaning apparatus S of the present embodiment will be described, and the operation of the present apparatus S will be described.

第5図は本洗浄装置Sが特に適用される伏越し部の断
面構造を示す。図において、Hはこの装置Sに接続され
る高圧ホース、1は圧縮空気ホース、Jはリール、高圧
ポンプ、圧縮部を含む駆動部である。
FIG. 5 shows a cross-sectional structure of a wraparound portion to which the present cleaning apparatus S is particularly applied. In the figure, H is a high-pressure hose connected to the device S, 1 is a compressed air hose, and J is a drive unit including a reel, a high-pressure pump, and a compression unit.

以下、施工手順に基づいて説明する。 Hereinafter, description will be given based on the construction procedure.

(1)本洗浄装置Sにその雌ねじ部2a,10dを介して高圧
水ホースH及び圧縮空気ホースIを接続し、下流側伏越
し人孔ホから伏越し管渠この入口部に挿入することによ
り準備工程を終える。
(1) A high-pressure water hose H and a compressed air hose I are connected to the main cleaning device S via the internal thread portions 2a and 10d, and inserted into the entrance of the shelter from the downstream shelter. Finish the preparation process.

(2)高圧水ホースHを介して本装置Sに高圧水を送
り、噴射口6より高圧水を噴射する。この噴射の反作用
を受けて本装置Sは伏越し管渠二中を下流から上流に向
けて自己推進する。このとき、噴射水の噴射力により伏
越し管渠二中の堆積土砂チの一部は浚渫され、下流側に
流される。
(2) High-pressure water is sent to the apparatus S via the high-pressure water hose H, and high-pressure water is injected from the injection port 6. Due to the reaction of this injection, the present device S self-propells in the overpass 2 from the downstream to the upstream. At this time, part of the sediment sediment in the shelter 2 is dredged by the jetting force of the jet water and is caused to flow downstream.

(3)本装置Sが伏越し管渫二の上流端に達すれば、高
圧水に加えて圧縮ホースIにより圧縮空気を送り込み、
本装置Sを引き戻すように高圧ホースHに張力を加え
る。なお、高圧水の圧力は500〜800kg/cm2を目安とす
る。
(3) When the present apparatus S reaches the upstream end of the shelter 2, compressed air is sent by the compression hose I in addition to the high-pressure water,
The tension is applied to the high-pressure hose H so that the apparatus S is pulled back. The pressure of the high-pressure water is about 500 to 800 kg / cm 2 .

圧縮空気は気液混合室5で高圧水と混ざり、口金8の
孔8cを通って噴射口6より噴射される。
The compressed air mixes with the high-pressure water in the gas-liquid mixing chamber 5 and is injected from the injection port 6 through the hole 8 c of the base 8.

この混合作用は口金8のテーパ通路8bでの傾斜面によ
る渦巻き効果により良好になされる。更に、圧縮空気導
通路10が軸心Oより偏心している態様では渦巻効果は一
層促進される。
This mixing action is favorably performed by the swirling effect of the inclined surface in the tapered passage 8b of the base 8. Further, in a mode in which the compressed air passage 10 is eccentric from the axis O, the spiral effect is further promoted.

(4)この状態で、駆動部Jのリールの回動により高圧
水ホースHを巻き取り、本装置Sを強制的に下流側へと
移動させる。噴射口6から噴射する気液混合噴射流によ
り伏越し管渠二内の固結土砂チは浚渫され、水流により
下流側へ搬送される。すなわち、気液混合噴射流が固結
土砂チの微細なすき間に入り込み、その大きな揚力によ
り固結土砂チの結合力を開放し、加えてその噴射力によ
り固結土砂チに衝撃力を加え、強力な清掃力を発揮する
ことになる。
(4) In this state, the high-pressure water hose H is taken up by the rotation of the reel of the drive unit J, and the apparatus S is forcibly moved to the downstream side. The consolidated soil sand in the overpass pipe 2 is dredged by the gas-liquid mixed jet flow jetted from the jet port 6, and is conveyed downstream by the water flow. That is, the gas-liquid mixed jet flows into the fine gaps of the consolidated soil sand, and the large lifting force releases the binding force of the consolidated soil sand, and the impact force is applied to the consolidated soil sand by the injection force, It will exert a strong cleaning power.

このようにして、管渠内の土砂は完全に浚渫され、洗
浄される。
In this way, the sediment in the sewer is completely dredged and washed.

本実施例の装置Sによれば、第1の口金7及び第2の
口金8を通じて、高圧水と圧縮空気とが良好に混合し、
従来のこの種装置では得られない浚渫力を発揮する。
According to the apparatus S of the present embodiment, high-pressure water and compressed air are mixed well through the first base 7 and the second base 8,
It exerts a dredging power that cannot be obtained with this type of conventional device.

本発明は上記実施例に限定されるものではなく、本発
明の基本的技術思想の範囲内で種々設計変更が可能であ
る。すなわち、以下の態様は本発明の技術的範囲に包含
されるものである。
The present invention is not limited to the above embodiment, and various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following embodiments are included in the technical scope of the present invention.

後面1bの縁部を傾斜面1cに形成することなく、噴射口
6を所定の角度に向けられば足りる。
It is sufficient that the injection port 6 is oriented at a predetermined angle without forming the edge of the rear surface 1b on the inclined surface 1c.

圧縮空気の導通路10において環状溝10bの部分を鍋状
凹部に形成してもよい。
The portion of the annular groove 10b in the compressed air passage 10 may be formed as a pot-shaped recess.

C.発明の効果 本発明の下水道管用洗浄装置によれば、高圧水の噴射
だけでは取り除くことのできない管壁に強固に付着し、
かつ満水状態にある管内の堆積土砂を容易に浚渫するこ
とができ、かつ、搬送させて除去することができる。
C. Effect of the Invention According to the cleaning device for sewer pipes of the present invention, it adheres firmly to pipe walls that cannot be removed only by jetting high-pressure water,
In addition, sediment in the pipe in a full state can be easily dredged, and can be transported and removed.

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

第1図は本発明の下水道管用洗浄装置の一実施例の縦断
面図(第2図のI−I線断面図)、第2図は第1図のII
−II線断面図、第3図は第1図のIII部拡大図、第4図
は第3図のIV−IV線断面図、第5図は本発明の実施され
る伏越し部の断面である。 S……洗浄装置、1……ノズルヘッド本体、1b……後
面、1c……外縁傾斜面、2……高圧水用導通路3……噴
射通路、5……気液混合室、6……噴射口、7……第1
口金、8……第2口金、10……圧縮空気導通路、12……
環状空間
FIG. 1 is a longitudinal sectional view (sectional view taken along the line II of FIG. 2) of one embodiment of the apparatus for cleaning a sewer pipe of the present invention, and FIG. 2 is II of FIG.
FIG. 3 is an enlarged view of a part III in FIG. 1, FIG. 4 is a sectional view taken along a line IV-IV in FIG. 3, and FIG. is there. S: Cleaning device, 1: Nozzle head body, 1b: Rear surface, 1c: Outer edge inclined surface, 2 ... High-pressure water conduction path 3 ... Injection path, 5: Gas-liquid mixing chamber, 6 ... Injector, 7 ... 1st
Base, 8 ... Second base, 10 ... Compressed air passage, 12 ...
Annular space

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松村 行雄 東京都文京区本駒込5―12―4 (72)発明者 高橋 久 埼玉県川越市下広谷912―5 (72)発明者 足立 勇 東京都豊島区西巣鴨1―36―7 (72)発明者 高 藤次郎 東京都足立区西新井3―14―11 (56)参考文献 特開 昭58−49457(JP,A) 特開 昭58−3685(JP,A) (58)調査した分野(Int.Cl.6,DB名) E03F 9/00 B08B 9/02──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yukio Matsumura 5-12-4 Honkomagome, Bunkyo-ku, Tokyo (72) Inventor Hisashi Takahashi 912-5, Shimohiroya, Kawagoe-shi, Saitama (72) Inventor Isamu Tokyo Adachi 1-36-11 Nishisugamo, Nishisugamo, Toshima-ku (72) Inventor 3-14-11 Nishiarai, Adachi-ku, Tokyo (56) References JP-A-58-49457 (JP, A) JP-A-58-3865 (JP, A) (58) Field surveyed (Int. Cl. 6 , DB name) E03F 9/00 B08B 9/02

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】重量体よりなり実質的に円柱状をなすノズ
ルヘッド本体において、 その後部の外縁は所定の角度の傾斜面に形成され、 後面中央に高圧水の給送管路が接続される開口部を有
し、前記ノズルヘッド本体の軸心に沿って高圧水用の導
通路が形成され、該導通路の奥部より前記後面の傾斜面
に形成された噴射口に向かって放射状に噴射通路が形成
され、 前記噴射通路の途中に拡径された気液混合室が形成され
るとともに該気液混合室に圧縮空気の導通路が連通され
てなる、 ことを特徴とする下水道管用洗浄装置。
1. A substantially cylindrical nozzle head body made of a weight body, an outer edge of a rear portion thereof is formed with an inclined surface having a predetermined angle, and a high pressure water supply conduit is connected to the center of the rear surface. A conductive path for high-pressure water is formed along the axis of the nozzle head main body, and is radially ejected from a deep portion of the conductive path toward an injection port formed on the inclined surface of the rear surface. A passage is formed, a gas-liquid mixing chamber having an enlarged diameter is formed in the middle of the injection passage, and a communication path of compressed air is communicated with the gas-liquid mixing chamber. .
【請求項2】請求項1において、噴射通路の前記気液混
合室への開口端部にはノズル通路を有する第1の口金が
装着され、該気液混合室と第1の口金との間に環状空間
が形成されるとともに、該環状空間に圧縮空気の導通路
が連通されてなる下水道管用洗浄装置。
2. A gas nozzle according to claim 1, wherein a first mouthpiece having a nozzle passage is mounted at an opening end of said injection passage to said gas-liquid mixing chamber, and said first mouthpiece is provided between said gas-liquid mixing chamber and said first mouthpiece. An annular space is formed in the annular space, and a passage for compressed air is communicated with the annular space.
【請求項3】圧縮空気の導通路は気液混合室に偏心して
配されている請求項2に記載の下水道管用洗浄装置。
3. The cleaning device for a sewer pipe according to claim 2, wherein a passage for compressed air is eccentrically arranged in the gas-liquid mixing chamber.
【請求項4】請求項2において、気液混合室の開口端部
にはノズル通路を有する第2の口金が装着され、第1の
口金はこの第2の口金のノズル通路内に臨んで配されて
なる下水道管用洗浄装置。
4. A second base having a nozzle passage is provided at an open end of the gas-liquid mixing chamber, and the first base is disposed facing the nozzle passage of the second base. Cleaning equipment for sewer pipes.
JP2111492A 1990-04-26 1990-04-26 Sewer pipe cleaning device Expired - Lifetime JP2791502B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2111492A JP2791502B2 (en) 1990-04-26 1990-04-26 Sewer pipe cleaning device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2111492A JP2791502B2 (en) 1990-04-26 1990-04-26 Sewer pipe cleaning device

Publications (2)

Publication Number Publication Date
JPH0420626A JPH0420626A (en) 1992-01-24
JP2791502B2 true JP2791502B2 (en) 1998-08-27

Family

ID=14562646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2111492A Expired - Lifetime JP2791502B2 (en) 1990-04-26 1990-04-26 Sewer pipe cleaning device

Country Status (1)

Country Link
JP (1) JP2791502B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014000558A (en) * 2012-06-21 2014-01-09 Tohotech Corp Washing device
JP2015112504A (en) * 2013-12-09 2015-06-22 株式会社 山全 Injection washing apparatus

Also Published As

Publication number Publication date
JPH0420626A (en) 1992-01-24

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