JP2004204656A - Straight pipe serving as dedicated sewage pipe - Google Patents

Straight pipe serving as dedicated sewage pipe Download PDF

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Publication number
JP2004204656A
JP2004204656A JP2002383639A JP2002383639A JP2004204656A JP 2004204656 A JP2004204656 A JP 2004204656A JP 2002383639 A JP2002383639 A JP 2002383639A JP 2002383639 A JP2002383639 A JP 2002383639A JP 2004204656 A JP2004204656 A JP 2004204656A
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Japan
Prior art keywords
pipe
sewage
water
straight pipe
sewer
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JP2002383639A
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Japanese (ja)
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JP2004204656A5 (en
Inventor
Hiroshi Kawamata
浩志 川俣
Masaya Kawamata
真弥 川俣
Ikue Kawamata
郁恵 川俣
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Individual
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Individual
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Priority to JP2002383639A priority Critical patent/JP2004204656A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a straight pipe which sufficiently and effectively exerts its role as a main pipe (straight pipe) for adequately and quickly leading drainage from multi-tenant buildings, factories, houses, etc., to a sewage main pipe, and its function as a sewage pipe. <P>SOLUTION: The cylindrical straight pipe has a double breakwater structure constructed therein, and the whole of sewage is concentrated on a single portion, whereby sewage flowing into the sewage main pipe is adequately disposed of. This is an indispensable element as part of a sewage total system. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、現在使用されている下水道管は上水道管と同一形状をしており、下水道管としての機能、役割をはたしていない。今回の提案は、下水道のトォータルシステムの一部として考慮した場合、上水道管は、安全に衛生的に且つスピディーに水を搬送することにあり、下水道管は汚物、汚水、雑排水、油等の混合の水処理をしなければなりません。このことから、構造上から若しくは性質上において同一に近いものになっていることは、混合ビル等の排水処理等の現実として職種の違いによって、新しく入居したものが再度配管工事をしなければ使用できない実態が浮き彫りになっています。そのために、排水処理の観点からできるだけ管内に残留物を残さない管でなければなりません。40Mの配管で現在の下水管と、この提案している下水道管と比較すれば、前者の場合は水だけが先行して流れ汚物は残ることになります。しかし、後者の場合は排水の上昇により1回で本管への流入が容易になります。また、凍結しやすい地域にとって凍結しにくく付着率の少ない構造になっています。
【0002】
【従来の技術】
従来のものは、下水道管としての機能、構造上に問題点を残したまま上水道管との平行した構造であった。このことから、下水道設備は目に見えない部分があり管理が的確でないと、人間の体のなかを走る血管と同じく動脈硬化を起こしたり最悪な場合、心筋梗塞と同様に管内が閉塞して噴出し、詰まり等を生じで使用できないばかりか、再度高額な工事を支払うことが国内で数多く発生しています。これは、管理面だけではなく構造上にも問題があるからです。
【0003】
【発明の実態の形態】
この発明の趣旨は、現在ある下水道管というより下水道管の形状を分析した場合の結果、使用されている円形管、卵形管とがありますが構造上、下水道管には適さないと考えられるからです。前者は、物を流すという視点から勾配があれば物は流れるというだけものです。その上、残物が出ても次々の排水が押し流してくれると考えています。しかし、排水に含まれる混合物は少量の残留物が管内を徐々に付着して管を詰まらせていく原因になっています。また、後者についてはできるだけ早く下水道本管への流入を考慮された水処理ですが、高度な技術を要して工事(変形、固定)しなければならず、汚物の搬送距離は円形管に比べて長くは幾分かなりますが残留物を残すことになります。ですから、下水道管の定義は、排水物を宅内及び各種ビル、工場排水を速やかに下水道本管に流入させることであり、残留物、付着率等を最小限度に抑え運搬をスムーズにする内容でなければならません。さらに、便器からの夜に流れる排水音等もクリヤーされるものであれば一定の条件として、専用下水道管といえるものになっています。図1の中に防波堤A,Bとしているのは、人間の動脈と同じもので専用下水道管としての大きな役割を持っています。先ず、機能上トイレ台所、浴室等から排水をできるだけ早く、水流を集中して下水管に流す構造になっています。では何故二段階構造かといいますと、トイレが節水となり8lから6lなどと言われている現状、水を少なくすれば環境が解決されるイジィーな発想がありますが、それは便器サイドの話で当然のことながら水が少なければ詰まりが大きくなり、付着率は増大し、排水のトラブル起こしてくださいといっているのと同じで、再度配管工事を国民の負担を強いる結果になっています。この二重構造の考え方は、通常の円形管トイレの水を流す入り口では吹き上げ散乱し一点に集中することになりますが、すでに水の勢いは30%も減少していることになり、それに伴って汚物、ティシュ等を距離が長くなればなるほど、油等と付着してしまうことになります。今回の取り組みは、下水道トォータルシステムからすればトイレの出口と専用下水道管の受け入れ口を同じ構造にすれば、同じ8lの水も効果的に生かされ、図1の防波堤Aで受け、防波堤Bでさらに水を集中させ汚物等の搬送距離を伸ばし付着率、詰まりを防止し、凍結防止及び消音効果も発揮することになります。ですから、安易に水を少なくすればいいということでなく8lから12lの間で有効的に活用すべきです。台所、浴室及びガーデン等の水が節水に気おつけて使用されていない現状では、人間の体をいかに健康体に保つかと同じことで、下水管の保全をトォータル的にベストになっている構造になっているかに焦点をおいています。
【0004】
【発明の効果】
現在までに、下水道管の定義として排水される入り口、受け入れられる終末処理場、そして、河川放流までの設備に関して一連化したものが適正なものと呼ばれるものであったでしょうか。トイレ部門、排水部門、阻集器部門が独立して管に流入すればという発想であり、終末処理場までの負荷率増加に関してなどは考慮されておらず、独自の発想で商品開発がなされてきましたが相対的な構造、機能等を持つものでなければ、使用できない状況にあることを認識する必要性があります。引いては地域環境保全につながり、今回各部門では構造、機能面をクリヤーしたもの特許申請しています。下水道の設備の、汚物処理一般について速やかに下水本管に流入させ、搬送距離を長く持たせ、付着率、凍結をより少なく、その他消音、維持管理しやすい構造にしなければなりません。また、汲み取りから水洗化された時代と異なり、下水道のトォータル的な思考にこれから先に取り組めば、種々の問題が解決されます。
[0001]
TECHNICAL FIELD OF THE INVENTION
In the present invention, the sewer pipe currently used has the same shape as the water pipe, and does not function or function as a sewer pipe. This proposal proposes that when considered as part of a total system for sewerage, the water supply pipe is to transport water safely and sanitarily and speedily, and the sewer pipe is used for waste, sewage, miscellaneous drainage, oil, etc. Must be mixed water treatment. From this, the fact that they are almost the same in terms of structure or properties means that the newly occupied building will not be used without re-plumbing due to the difference in occupation as the reality of wastewater treatment of mixed buildings etc. The fact that it is impossible is highlighted. Therefore, from the viewpoint of wastewater treatment, the pipe must be as free of residue as possible. Comparing the current sewage pipe with the proposed sewage pipe with a 40M pipe, in the former case only water will precede and the filth will remain. However, in the case of the latter, the inflow into the main pipe becomes easier at one time due to the rise of drainage. In addition, it has a structure that hardly freezes and has a low adhesion rate in areas that are easy to freeze.
[0002]
[Prior art]
The conventional one has a structure parallel to the water pipe while leaving problems in function and structure as a sewer pipe. For this reason, sewerage facilities have invisible parts and if they are not properly managed, arteriosclerosis may occur as well as blood vessels running in the human body, and in the worst case, the inside of the duct will be blocked and ejected like myocardial infarction In addition to clogging and other problems, not only can it be used, but there are many cases in Japan where expensive construction is paid again. This is because there are structural issues as well as administrative issues.
[0003]
Embodiment of the present invention
The purpose of the present invention is to analyze the shape of the sewer pipe rather than the existing sewer pipe, and as a result, there are circular pipes and oval pipes that are used, but because of the structure, it is considered that it is not suitable for sewer pipes is. The former means that if there is a gradient from the viewpoint of flowing things, things will just flow. In addition, we believe that a series of drains will wash away even if leftovers come out. However, the mixture contained in the wastewater causes a small amount of residue to gradually adhere inside the pipe and cause the pipe to be clogged. In addition, the latter is a water treatment that takes into consideration the inflow to the sewer main as soon as possible, but requires advanced technology and requires construction (deformation, fixation), and the transport distance of waste is smaller than that of a circular pipe. For a long time it will leave some residue. Therefore, the definition of sewage pipes is to allow drainage to flow into the sewage mains as well as in buildings, buildings, and factories promptly, and it must be a content that minimizes residue, adhesion rate, etc., and facilitates transportation. Must. Furthermore, as long as the sound of drainage flowing from the toilet bowl at night is clear, it can be said that it is a dedicated sewer pipe as a certain condition. Breakwaters A and B in Fig. 1 are the same as human arteries and have a major role as dedicated sewer pipes. First of all, functionally, it is designed to drain water from the toilet kitchen, bathroom, etc. as quickly as possible and concentrate the water flow to the drain. Then, it is said that the two-stage structure means that the toilet is conserving water and it is said that it is 8 liters to 6 liters. At present, there is an easy idea that if the water is reduced, the environment can be solved, but it is natural for the toilet side However, if the amount of water is small, the clogging will increase, the adhesion rate will increase, and it is the same as saying that you should cause a drainage problem, which has resulted in the burden on the people of plumbing again. The idea of this double structure is that at the entrance of a normal circular tube toilet where water flows, it will be blown up and scattered and concentrated at one point, but the water momentum has already been reduced by 30%, The longer the distance the waste, tissue, etc. become, the more they will adhere to the oil, etc. This approach is based on the sewerage total system, if the outlet of the toilet and the receiving port of the dedicated sewer pipe have the same structure, the same 8 liters of water can be effectively used. This further concentrates the water and extends the transport distance of waste, etc., preventing the adhesion rate and clogging, and also has the effect of preventing freezing and silencing. Therefore, it should be used effectively between 8l and 12l instead of simply reducing the amount of water. In the current situation where water in kitchens, bathrooms, gardens, etc. is not being used with care to save water, it is the same as how to keep the human body healthy, and the structure that makes the maintenance of sewer pipes the best in total is the best. And focus on what it is.
[0004]
【The invention's effect】
To date, what has been called a proper set of sewer pipes for drains, acceptable wastewater treatment plants, and facilities for river discharge? The idea was that the toilet section, drainage section, and interceptor section would flow into the pipes independently, and no consideration was given to increasing the load factor to the final treatment plant. However, it is necessary to recognize that it cannot be used unless it has a relative structure, function, etc. This has led to the preservation of the local environment. In this case, each department has applied for a patent that has clear structure and function. Sewage equipment must be drained into the sewage mains promptly for general waste treatment, have a long transport distance, have a low adhesion rate and freezing, and have a structure that is easy to mute and maintain. Also, unlike the era when water was washed away from pumping, various problems will be solved if the total thinking of sewerage is tackled first.

Claims (1)

本来の下水道管の役割及び特徴を明確にするために、管内部に防波堤(A BREAKWATER)的なものを二段階にし汚物、汚水、雑排水、油等を集中して下水本管への流入を容易にした構造です。In order to clarify the role and characteristics of the original sewer pipe, the breakwater (ABREAKWATER) is divided into two stages inside the pipe to concentrate filth, sewage, miscellaneous drainage, oil, etc. into the sewer main pipe. Easy structure.
JP2002383639A 2002-12-25 2002-12-25 Straight pipe serving as dedicated sewage pipe Pending JP2004204656A (en)

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JP2002383639A JP2004204656A (en) 2002-12-25 2002-12-25 Straight pipe serving as dedicated sewage pipe

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JP2004204656A5 JP2004204656A5 (en) 2006-06-22

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2940434A1 (en) * 2014-05-01 2015-11-04 Stebatec AG Flow measurements in gutters and pipes

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5295867A (en) * 1976-02-09 1977-08-11 Nippon Kokan Kk <Nkk> Drainage pipe
JPS5358311U (en) * 1976-10-21 1978-05-18
JPS5459623A (en) * 1977-10-19 1979-05-14 Kubota Ltd Drain pipe
JPS5492415U (en) * 1977-12-14 1979-06-30
JPS60191785U (en) * 1984-05-29 1985-12-19 三菱樹脂株式会社 drain pipe
JPH1019170A (en) * 1996-06-28 1998-01-23 Nippon Gesuido Jigyodan Drain pipe structure body using plastic composite pipe
JP2002088843A (en) * 2000-09-20 2002-03-27 Sekisui Chem Co Ltd Pipe for horizontally drawing pipeline for drainage
JP2002227283A (en) * 2002-01-21 2002-08-14 Kubota Corp Water channel configuration method and component parts therefor in pipeline

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5295867A (en) * 1976-02-09 1977-08-11 Nippon Kokan Kk <Nkk> Drainage pipe
JPS5358311U (en) * 1976-10-21 1978-05-18
JPS5459623A (en) * 1977-10-19 1979-05-14 Kubota Ltd Drain pipe
JPS5492415U (en) * 1977-12-14 1979-06-30
JPS60191785U (en) * 1984-05-29 1985-12-19 三菱樹脂株式会社 drain pipe
JPH1019170A (en) * 1996-06-28 1998-01-23 Nippon Gesuido Jigyodan Drain pipe structure body using plastic composite pipe
JP2002088843A (en) * 2000-09-20 2002-03-27 Sekisui Chem Co Ltd Pipe for horizontally drawing pipeline for drainage
JP2002227283A (en) * 2002-01-21 2002-08-14 Kubota Corp Water channel configuration method and component parts therefor in pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2940434A1 (en) * 2014-05-01 2015-11-04 Stebatec AG Flow measurements in gutters and pipes

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