JPH03293443A - Cleaning method of drainage and apparatus - Google Patents
Cleaning method of drainage and apparatusInfo
- Publication number
- JPH03293443A JPH03293443A JP9299490A JP9299490A JPH03293443A JP H03293443 A JPH03293443 A JP H03293443A JP 9299490 A JP9299490 A JP 9299490A JP 9299490 A JP9299490 A JP 9299490A JP H03293443 A JPH03293443 A JP H03293443A
- Authority
- JP
- Japan
- Prior art keywords
- storage tank
- pipe
- wastewater
- drainage system
- low
- 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.)
- Pending
Links
- 238000004140 cleaning Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims description 10
- 238000003860 storage Methods 0.000 claims abstract description 48
- 239000002351 wastewater Substances 0.000 claims description 66
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 238000000638 solvent extraction Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 14
- 238000007689 inspection Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000005406 washing Methods 0.000 abstract description 2
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000007599 discharging Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 abstract 1
- 239000010865 sewage Substances 0.000 description 6
- 239000000428 dust Substances 0.000 description 5
- 239000010800 human waste Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010797 grey water Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 210000002700 urine Anatomy 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、人間の生活や生産活動に関係する下水や雑排
水の如き排水を1.処理設備その他へ導く排水系の清掃
方法及びその装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention is designed to treat wastewater such as sewage and gray water related to human life and production activities by 1. The present invention relates to a method and apparatus for cleaning a drainage system leading to treatment equipment and the like.
〈従来の技術〉
下水や雑排水の如き排水を処理設備その他の目的地へ導
くためには、従来、下水管等の排水系に排水を流入させ
、その内部を流送させて目的地に到達させるようにして
いる。排水系は口径の大きな本管、各排水発生源と本管
とを結ぶ枝管、本管の前で枝管を一旦集合させる集合槽
等から形成されている。また、本管は排水系の末端に近
くなる程その口径が細くなっている。<Conventional technology> In order to guide wastewater such as sewage or gray water to a treatment facility or other destination, conventionally, the wastewater flows into a drainage system such as a sewage pipe and is allowed to flow inside to reach the destination. I try to let them do it. The drainage system consists of a main pipe with a large diameter, branch pipes that connect each wastewater generation source with the main pipe, and a collection tank where the branch pipes are temporarily collected in front of the main pipe. Also, the diameter of the main pipe becomes narrower as it approaches the end of the drainage system.
〈発明が解決しようとする課題〉
ところで、このような従来の下水管においては、排水に
含まれる塵芥等が内部に沈滞する恐れがあり、特にし尿
等の粘着物は内壁に付着して流れ難く、また、乾燥する
と固着してしまい排水の流れを妨げ、目詰まりを起こす
恐れがある。口径が細くなっている末端の下水管におい
ては特にこのような恐れがあり、定期的な点検・清掃を
必要とする場合も少なくない。本発明はこのような従来
の技術に着目してなされたものであり、塵芥やし尿等に
よる下水管の目詰まりを防止し、常に清潔に保つための
清掃方法及びその装置を提供せんとするものである。<Problem to be solved by the invention> By the way, in such conventional sewage pipes, there is a risk that dust and the like contained in the wastewater may stagnate inside, and in particular, sticky substances such as human waste adhere to the inner wall and are difficult to drain away. Also, if it dries, it may stick and obstruct the flow of drainage, potentially causing clogging. This is especially the case with sewer pipes at the end where the diameter is narrow, and there are many cases where periodic inspection and cleaning are required. The present invention has been made by focusing on such conventional technology, and aims to provide a cleaning method and device for preventing clogging of sewer pipes due to dust, human waste, etc. and keeping the sewer pipes clean at all times. It is.
く課題を解決するための手段〉
本発明による排水系の清掃方法は、上述したような課題
を解決するために、排水を貯槽に一時的に貯留させ、こ
の貯槽の排水をサイフオン管にて排水系へ一度に流出さ
せるようにしたものであり、あるいは、低濃度排水と高
濃度排水との合流部より上流において低濃度排水を貯槽
に一時的に貯留させ、この貯槽の低濃度排水をサイフオ
ン管にて一度に流出させて高濃度排水に合流させるよう
にしたものである。Means for Solving the Problems> In order to solve the above-mentioned problems, the drainage system cleaning method according to the present invention temporarily stores wastewater in a storage tank, and drains the wastewater from the storage tank through a siphon pipe. Alternatively, the low-concentration wastewater can be temporarily stored in a storage tank upstream of the confluence of low-concentration wastewater and high-concentration wastewater, and the low-concentration wastewater from this storage tank can be passed through a siphon pipe. It is designed to flow out all at once and join the high concentration wastewater.
そして、本発明による排水系の清掃装置は、排水を一時
的に貯留させる貯槽と、この貯槽に一定量の排水が貯留
した際に、この排水を一度に流出させるサイフオン管と
を備えたものであり、あるいは、低濃度排水を一時的に
貯留させる貯槽と、この貯槽に一定量の低濃度排水が貯
留した際に、この低濃度排水を一度に流出させるサイフ
オン管と、排水系が接続され、且つサイフオン管より流
出する低濃度排水を高濃度排水に合流させる合流手段と
、貯槽と合流手段を接続する接続管とを備えたものであ
る。更には、一つの槽を仕切ることにより、低濃度排水
貯留用の貯槽と合流手段とを一体化させて設けたもので
ある。尚、以上及び以下の記述において、「低濃度排水
」とは、風呂、台所、洗面所、洗濯場等からの比較的粘
度が低く塵芥の少ない排水液を意味するものであり、「
高濃度排水」とは、し尿を含む比較的粘度が高(塵芥の
多い排水液を意味する用語として用いるものである。The drainage system cleaning device according to the present invention includes a storage tank that temporarily stores wastewater, and a siphon pipe that drains the wastewater at once when a certain amount of wastewater is stored in the storage tank. Yes, or a drainage system is connected to a storage tank that temporarily stores low-concentration wastewater and a siphon pipe that drains the low-concentration wastewater all at once when a certain amount of low-concentration wastewater is stored in this storage tank. It also includes a merging means for merging low-concentration wastewater flowing out from the siphon pipe with high-concentration wastewater, and a connecting pipe for connecting the storage tank and the merging means. Furthermore, by partitioning one tank, a storage tank for storing low concentration wastewater and a merging means are integrated. In the above and below descriptions, "low concentration wastewater" refers to wastewater from baths, kitchens, washrooms, laundry areas, etc. that has a relatively low viscosity and contains little dust.
"Highly concentrated wastewater" is a term used to mean wastewater that contains human waste and has a relatively high viscosity (and a lot of dust).
〈作 用〉
上記の方法及び装置により、−度に流出された排水ある
いは低濃度排水を利用して排水系を清掃することができ
る。即ち、貯槽に一次的に貯留された排水が一定量を越
えるとサイフオン管により一度に排水系へ流出させられ
、その勢いと水量によって排水系を清掃することが可能
となる。あるいは、低濃度排水と高濃度排水との合流部
より上流において、貯槽に一次的に貯留された低濃度排
水か一定量を越えるとサイフオン管により一度に流出さ
せられる。そして、排水系が接続された合流手段へ接続
管により導かれ下流の高濃度排水に合流させられ、その
勢いと水量によって高濃度排水を押し流し排水系を清掃
することか可能となる。<Function> According to the method and apparatus described above, it is possible to clean the drainage system using wastewater or low-concentration wastewater that has been discharged. That is, when the wastewater temporarily stored in the storage tank exceeds a certain amount, it is discharged at once into the drainage system by the siphon pipe, and the drainage system can be cleaned by the force and amount of water. Alternatively, upstream from the confluence of low-concentration wastewater and high-concentration wastewater, when the amount of low-concentration wastewater temporarily stored in a storage tank exceeds a certain amount, it is drained out at once by a siphon pipe. Then, the water is guided by a connecting pipe to the merging means to which the drainage system is connected, and merges with the downstream high-concentration wastewater, and the force and volume of the water makes it possible to wash away the high-concentration wastewater and clean the drainage system.
このサイフオン管は、その高さを最高水位として貯槽室
内に排水あるいは低濃度排水を一時貯留し、その水位が
最高水位を越えるとサイフオン原理により全量を一度に
流出するものである。This siphon pipe temporarily stores wastewater or low-concentration wastewater in a storage tank chamber with its height as the highest water level, and when the water level exceeds the highest water level, the entire amount flows out at once according to the siphon principle.
〈実施例〉
以下、この発明に係る排水系の清掃装置の好適な実施例
を第1図ないし第3図に基づいて説明し、方法について
は必要に応じてその都度説明する。<Embodiments> Hereinafter, preferred embodiments of the drainage system cleaning device according to the present invention will be described based on FIGS. 1 to 3, and methods will be explained each time as necessary.
第1図に示す実施例は本発明に係る排水系の清掃装置1
を示すものであり、貯槽2は貯槽室3を有し、排水が流
入される流入口4が設けられている。また、貯槽2には
一体とされたサイフオン部5があり、サイフオン部5の
内部にサイフオン管6か設けられている。サイフオン管
6は、サイフオン部5の内部に中空状に設けた逆U字形
状の筒体であり、その入口を貯槽室3内部の底部付近に
臨ませた連通ロアとし、出口を外部への流出口8として
いる。そして、流入口4から流入され貯槽室3内部に貯
留される排水の水位が最上曲折部9を超えると、サイフ
オン原理により貯槽室3内部の排水を排水系である下水
管10へ全量流出させるものである。尚、貯槽2にサイ
フオン管を組み合わせる手段としては、この形態以外に
も、パイプ状で逆U字形状のサイフオン管を用いて、入
口を貯槽室3内部の底部付近に臨ませ、出口を流出口と
して外部へ臨ませても良い。The embodiment shown in FIG. 1 is a drainage system cleaning device 1 according to the present invention.
The storage tank 2 has a storage tank chamber 3, and is provided with an inlet 4 through which wastewater flows. Further, the storage tank 2 has an integrated siphon part 5, and a siphon tube 6 is provided inside the siphon part 5. The siphon pipe 6 is an inverted U-shaped cylinder provided hollow inside the siphon part 5, and has an inlet as a communicating lower facing near the bottom inside the storage tank chamber 3, and an outlet as a communication lower part for directing the flow to the outside. It is designated as exit 8. When the water level of the wastewater flowing in from the inlet 4 and stored inside the storage tank chamber 3 exceeds the uppermost bend 9, the entire amount of the wastewater inside the storage tank chamber 3 flows out to the sewer pipe 10, which is a drainage system, by the siphon principle. It is. In addition, as a means of combining a siphon tube with the storage tank 2, an inverted U-shaped siphon tube can be used, with the inlet facing near the bottom of the storage tank chamber 3 and the outlet facing the outflow port. It is also possible to have it presented externally.
第2図に示す実施例は貯槽2と合流手段である合流槽1
1とを接続管16で接続した排水系の清掃装置17を示
すものである。合流槽11は合流室12を有し、高濃度
排水が流入される流入口13が設けられており、合流室
12の底部付近には排水系である下水管14が接続され
ている。そして、合流槽11に設けた接続口15と前記
貯槽2の流出口8とが接続管16により接続されている
。The embodiment shown in FIG.
1 is a drainage system cleaning device 17 which is connected to the device 1 through a connecting pipe 16. The merging tank 11 has a merging chamber 12, and is provided with an inlet 13 into which high-concentration wastewater flows, and a sewage pipe 14, which is a drainage system, is connected to the vicinity of the bottom of the merging chamber 12. A connection port 15 provided in the merging tank 11 and an outlet 8 of the storage tank 2 are connected by a connection pipe 16.
このようにして貯槽2と合流槽11を分離させて接続し
た排水系の清掃装置エフにおいて、貯槽2の流入口4か
ら流入された低濃度排水は貯槽室3に組み合わせたサイ
フオン部5内のサイフオン管6の高さHを最高水位とし
て貯槽室3内部に一時貯留される。更に低濃度排水が流
入され水位かサイフオン管6の最上曲折部9を超えると
サイフオン原理により、全量がサイフオン管6の流出口
8より流出される。そして、高濃度排水が流入する合流
室12内に、上記の流出口8から流出される低濃度排水
を接続管16により導き、合流室12内及び下水管14
内の高濃度排水を押し流し清掃するものである。尚、こ
の実施例に付いては簡略型として、合流槽11を備えず
上記の流出口8から流出される低濃度排水を下水管14
に直接流入させ、その下流で高濃度排水を同じく下水管
14に直接流入させても良い。In the drainage system cleaning device F in which the storage tank 2 and the merging tank 11 are separated and connected in this way, the low concentration wastewater flowing in from the inlet 4 of the storage tank 2 is transferred to the siphon in the siphon part 5 combined with the storage tank chamber 3. The water is temporarily stored inside the storage tank chamber 3 with the height H of the pipe 6 as the highest water level. Further, when the low concentration wastewater flows in and the water level exceeds the uppermost bend 9 of the siphon pipe 6, the entire amount flows out from the outlet 8 of the siphon pipe 6 according to the siphon principle. The low-concentration wastewater flowing out from the outlet 8 is guided through the connecting pipe 16 into the confluence chamber 12 into which the high-concentration wastewater flows into the confluence chamber 12 and into the sewer pipe 14.
This is to flush out and clean the high concentration wastewater inside. Note that this embodiment is of a simplified type, and does not include the merging tank 11, and the low concentration wastewater flowing out from the above-mentioned outlet 8 is transferred to the sewage pipe 14.
The high concentration wastewater may also be allowed to directly flow into the sewer pipe 14 downstream thereof.
第3図は貯槽18と合流槽21とが一体となっている排
水系の清掃装置27を示すものである。FIG. 3 shows a drainage system cleaning device 27 in which a storage tank 18 and a merging tank 21 are integrated.
貯槽18は貯槽室19を有し、低濃度排水が流入される
流入口20が設けられている。合流槽21は合流室22
を有し、高濃度排水が流入される流入口23が設けられ
ており、底部付近には下水管24が接続されている。そ
して、貯槽室19と合流室22との間にはサイフオン管
25と一体になった壁状のサイフオン部26が設けられ
ており、貯槽I8と合流槽21とが一体となっているも
のである。サイフオン管25は、壁状のサイフオン部2
6に一体となり保持されたパイプ状で逆U字形状の筒体
であり、その入口を貯槽室19内部の底部付近に臨ませ
、出口を合流室22内部の底部付近に臨ませている。こ
の排水系の清掃装置27の作用に付いては前記の実施例
と同様に付き説明を省略する。The storage tank 18 has a storage tank chamber 19 and is provided with an inlet 20 into which low-concentration wastewater flows. The merging tank 21 is a merging chamber 22
An inlet 23 through which highly concentrated wastewater flows is provided, and a sewer pipe 24 is connected near the bottom. A wall-shaped siphon portion 26 that is integrated with a siphon pipe 25 is provided between the storage tank chamber 19 and the merging chamber 22, and the storage tank I8 and the merging tank 21 are integrated. . The siphon tube 25 has a wall-like siphon portion 2.
It is a pipe-like, inverted U-shaped cylindrical body integrally held by the tank 6, and its inlet faces near the bottom inside the storage chamber 19, and the outlet faces near the bottom inside the merging chamber 22. The operation of this drainage system cleaning device 27 will be omitted from explanation as in the previous embodiment.
〈発明の効果〉
本発明に係る排水系の清掃方法及びその装置は、以上説
明してきた如き内容のものであって、排水あるいは低濃
度排水を一時貯留し、排水系へ所定量を一度に流出させ
ることにより、排水系の内部を清掃することができ、塵
芥やし尿等による目詰まりを防止し、常に清潔に保つこ
とができる。更に、この方法及び装置によれば、洗浄水
を別に用意する必要かなく、動力も必要とせす自動的に
排水系の内部を清掃することかでき、管理や保守・点検
を軽減することかできる。<Effects of the Invention> The method and device for cleaning a drainage system according to the present invention have the content as described above, and temporarily store wastewater or low-concentration wastewater and drain a predetermined amount into the drainage system at once. By doing so, the inside of the drainage system can be cleaned, preventing clogging due to dust, human urine, etc., and keeping it clean at all times. Furthermore, according to this method and device, it is possible to automatically clean the inside of the drainage system without the need to separately prepare washing water, which requires power, and the management, maintenance, and inspection can be reduced. .
第1図は本発明に係る排水系の清掃装置の一実施例を示
す斜視図、
第2図は貯槽と合流槽とが接続管で接続されている実施
例を示す斜視図、
そして、
第3図は貯槽と合流槽とが一体となっている実施例を示
す斜視図である。
接続管
第
1
図
第
3図
0Fig. 1 is a perspective view showing an embodiment of a drainage system cleaning device according to the present invention; Fig. 2 is a perspective view showing an embodiment in which a storage tank and a merging tank are connected by a connecting pipe; and Fig. 3 The figure is a perspective view showing an embodiment in which a storage tank and a merging tank are integrated. Connecting pipe 1 Figure 3 0
Claims (5)
をサイフォン管にて排水系へ一度に流出させるようにし
てなる排水系の清掃方法。(1) A method for cleaning a drainage system, in which wastewater is temporarily stored in a storage tank, and the wastewater from the storage tank is discharged into the drainage system at once through a siphon pipe.
定量の排水が貯留した際に、この排水を一度に排水系へ
流出させるサイフォン管と、を備えてなる排水系の清掃
装置。(2) A drainage system cleaning device comprising a storage tank for temporarily storing wastewater, and a siphon pipe for draining the wastewater at once into the drainage system when a certain amount of wastewater is stored in the storage tank.
いて低濃度排水を貯槽に一時的に貯留させ、この貯槽の
低濃度排水をサイフォン管にて一度に流出させて高濃度
排水に合流させるようにしてなる排水系の清掃方法。(3) Temporarily store low-concentration wastewater in a storage tank upstream of the confluence of low-concentration wastewater and high-concentration wastewater, and drain the low-concentration wastewater from this storage tank all at once through a siphon pipe to join the high-concentration wastewater. A drainage system cleaning method that allows you to
槽に一定量の低濃度排水が貯留した際に、この低濃度排
水を一度に流出させるサイフォン管と、排水系が接続さ
れ、且つサイフォン管より流出する低濃度排水を高濃度
排水に合流させる合流手段と、貯槽と合流手段を接続す
る接続管とを備えてなる排水系の清掃装置。(4) A drainage system is connected to a storage tank that temporarily stores low-concentration wastewater, and a siphon pipe that drains the low-concentration wastewater all at once when a certain amount of low-concentration wastewater is stored in this storage tank, and A drainage system cleaning device comprising a merging means for merging low-concentration wastewater flowing out from a siphon pipe with high-concentration wastewater, and a connecting pipe connecting the storage tank and the merging means.
の貯槽と合流手段とを一体化させて設けた請求項4に記
載の排水系の清掃装置。(5) The drainage system cleaning device according to claim 4, wherein the storage tank for storing low concentration wastewater and the merging means are integrated by partitioning one tank.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9299490A JPH03293443A (en) | 1990-04-10 | 1990-04-10 | Cleaning method of drainage and apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9299490A JPH03293443A (en) | 1990-04-10 | 1990-04-10 | Cleaning method of drainage and apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03293443A true JPH03293443A (en) | 1991-12-25 |
Family
ID=14069924
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9299490A Pending JPH03293443A (en) | 1990-04-10 | 1990-04-10 | Cleaning method of drainage and apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03293443A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111945851A (en) * | 2020-08-17 | 2020-11-17 | 左全清 | Drainage device for urban hydraulic engineering road |
-
1990
- 1990-04-10 JP JP9299490A patent/JPH03293443A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111945851A (en) * | 2020-08-17 | 2020-11-17 | 左全清 | Drainage device for urban hydraulic engineering road |
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