JP2017203359A - Drainage system - Google Patents

Drainage system Download PDF

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JP2017203359A
JP2017203359A JP2016097493A JP2016097493A JP2017203359A JP 2017203359 A JP2017203359 A JP 2017203359A JP 2016097493 A JP2016097493 A JP 2016097493A JP 2016097493 A JP2016097493 A JP 2016097493A JP 2017203359 A JP2017203359 A JP 2017203359A
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water
leg
limit wall
drainage
upper limit
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JP6805423B2 (en
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伊藤 嘉浩
Yoshihiro Ito
伊藤  嘉浩
剛 ▲する▼木
剛 ▲する▼木
Go Suruki
理恵 谷口
Rie Taniguchi
理恵 谷口
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Maruichi Corp
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Maruichi Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a drainage system which has advantages of both a water seal part and a valve element part and which does not cause seal destruction by a difference between pipe air pressures of a drain pipe.SOLUTION: A drainage system comprises: an exhaust port 2 through which drain water flows into a drain pipe 3; the drain pipe 3 connected with the exhaust port 2 and for discharging drain water from the exhaust port 2 to a sewer pipe; a water seal part 4 which is arranged in a same line of the drain pipe 3 and which is provided internally with a water reservoir part 41, a lower limit wall 42 for constituting the wall for the lower limit of seal water, and an upper limit wall 43 for constituting the wall for the upper limit of seal water; and a valve element part 6 which is arranged in a same line of the drain pipe 3 and which always closes a pipe path and opens the pipe path when water is discharged. In the drainage system, an air pressure control room 5 for serving as air pressure when the valve element part 6 closes the pipe path is provided between the water seal part 4 and the valve element part 6.SELECTED DRAWING: Figure 1

Description

本発明は、浴槽や洗面台などの排水口を開閉して槽体内の貯水/排水を行う排水装置に関するものである。   The present invention relates to a drainage device for storing and draining water in a tank by opening and closing drainage ports such as bathtubs and washstands.

本従来例の排水装置は、洗面台に用いられる洗面ボウルに用いられ、下記に記載する、槽体と、排水口と、排水管と、水封式排水トラップと、から構成される。
槽体は、本従来例では洗面ボウルであって、内部に水などの流体を貯水/排水する箱体から成る。
排水口は、槽体底面に開口される穴であって、槽体内部の水を槽体外へと排出する開口である。本従来例では、排水口は後述の排水管が接続されており、排水口と排水管を介して槽体内の水は最終的には下水管へと排水される。
排水管は、排水口に接続される管体であって、排水口から下水管までを接続する。また、当該下水管は、途中に排水を一部貯水して、下水からの害虫や異臭を室内側へ逆流させないように備えられる水封式排水トラップが取り付けられる。
水封式排水トラップは、管体を略U字状に屈曲させて内部に封水部を備え、且つ流入口、流出口、封水下限壁、封水上限壁、流入脚、流出脚、を構成している。
封水部は、常時排水の一部が貯水することで、下流の害虫や臭気が室内側へ逆流しないように構成されているものであって、後述の封水下限壁と封水上限壁によって排水の一部が常時貯水することができる。また、封水下限壁の下端から封水上限壁の上端までの垂直距離が封水部である。
流入口は、排水口からの排水が封水部内に流入させるための入り口であって、流入口から流入した排水は、後述の流入脚へと流入する。
流出口は、封水部内の排水を封水部外へと排水するための出口であって、後述の流出脚からの排水が、封水部外、すなわち水封式排水トラップの外部へと排水する為の流出口である。
封水下限壁は、排水口から垂下して構成されて、封水部の下限を構成する。
封水上限壁は、封水部底部から上方に向かって立ち上がる壁であって、前記封水部の上限を構成する。
流入脚は、封水部の排水が流入する部位であって、封水の上端から、封水下限壁の最下端までの部分である。
流出脚は、封水部の排水が流出する部位であって、封水下限壁から封水上限壁最上端までの部分である。
水封式排水トラップの流出口下端には排水管が接続されている為、水封式排水トラップ内の排水は排水管へと排水される。
当該水封式排水トラップの排水の流れは以下のようになる。槽体内に発生した排水は、槽体の排水口から排水管へと排出され、排水管へ流入する。排水管内の排水は排水管に接続された水封式排水トラップへと排水が流入する。排水は、水封式排水トラップの流入口より水封式排水トラップの封水部内に流入し、流入脚を通過して、封水下限壁の下部空間を通過する。封水下限壁の下方を通過した排水は、流出脚へと流入し、封水上限壁上端まで到達する。封水上限壁上端に到達した排水は、封水上限壁の上方の空間を通過し、封水部から排出されて、水封式排水トラップの流出口から排水管側へと排水され、水封式排水トラップの外部へと排水される。水封式排水トラップから排出された排水は、排水管へ流れ、最終的には下水管へと排水される。
(特許文献1参照)
The drainage device of this conventional example is used for a wash bowl used for a washstand, and includes a tank body, a drain port, a drain pipe, and a water-sealed drain trap described below.
In the conventional example, the tank body is a wash bowl, and is composed of a box body that stores / drains fluid such as water.
A drain outlet is a hole opened on the bottom face of the tank body, and is an opening for discharging water inside the tank body to the outside of the tank body. In this conventional example, a drain pipe, which will be described later, is connected to the drain port, and the water in the tank is finally drained into the sewer pipe through the drain port and the drain pipe.
The drain pipe is a pipe connected to the drain outlet, and connects the drain outlet to the sewage pipe. In addition, the sewer pipe is provided with a water-sealed drain trap provided so as to store part of the drainage in the middle so that pests and off-flavors from the sewage do not flow back into the room.
The water-sealed drain trap has a tubular body bent in a substantially U shape and has a water seal inside, and an inlet, outlet, seal lower limit wall, seal upper limit wall, inlet leg, outlet leg, It is composed.
The sealed water part is configured so that a part of the drainage always stores water so that downstream pests and odors do not flow backward to the indoor side. Part of the drainage can be stored at all times. Moreover, the vertical distance from the lower end of the sealing water lower limit wall to the upper end of the sealing water upper limit wall is the sealing portion.
The inflow port is an entrance for allowing the drainage from the drainage port to flow into the sealed portion, and the drainage that flows in from the inflow port flows into an inflow leg to be described later.
The outlet is an outlet for draining the wastewater in the sealed portion to the outside of the sealed portion, and drainage from the outflow leg described later is drained outside the sealed portion, that is, outside the water-sealed drain trap. It is an outlet to do.
The sealing water lower limit wall is configured to hang down from the drain outlet and constitutes the lower limit of the sealing portion.
The sealed water upper limit wall is a wall that rises upward from the bottom of the sealed water portion, and constitutes the upper limit of the sealed water portion.
The inflow leg is a portion into which the drainage of the sealed water portion flows, and is a portion from the upper end of the sealed water to the lowermost end of the sealed lower limit wall.
The outflow leg is a portion from which the drainage of the sealed water portion flows out, and is a portion from the sealed water lower limit wall to the uppermost end of the sealed water upper limit wall.
Since the drain pipe is connected to the lower end of the outlet of the water-sealed drain trap, the drainage in the water-sealed drain trap is drained to the drain pipe.
The flow of drainage of the water-sealed drain trap is as follows. Waste water generated in the tank is discharged from the drain of the tank to the drain pipe and flows into the drain pipe. Drainage in the drain pipe flows into a water-sealed drain trap connected to the drain pipe. Drainage flows from the inlet of the water-sealed drain trap into the sealed portion of the water-sealed drain trap, passes through the inflow leg, and passes through the lower space of the seal water lower limit wall. Drainage that has passed below the lower seal wall flows into the outflow leg and reaches the upper end of the upper seal wall. The drainage that has reached the upper end of the sealed water ceiling wall passes through the space above the sealed water ceiling wall, is discharged from the sealed water part, drained from the outlet of the water-sealed drain trap to the drain pipe side, Drained outside of the drain trap. Drainage discharged from the water-sealed drain trap flows to the drain pipe and finally drains to the sewer pipe.
(See Patent Document 1)

本従来例の排水装置は、洗面台に用いられる洗面ボウルに用いられ、下記に記載する、槽体と、排水口と、排水管と、自封式排水トラップと、から構成される。
槽体は、本従来例では洗面ボウルであって、内部に水などの流体を貯水/排水する箱体から成る。
排水口は、槽体底面に開口される穴であって、槽体内部の水を槽体外へと排出する開口である。本従来例では、排水口は後述の排水管が接続されており、排水口と排水管を介して槽体内の水は最終的には下水管へと排水される。
排水管は、排水口に接続される管体であって、排水口から下水管までを接続する。また、当該下水管は、途中に排水を一部貯水して、下水からの害虫や異臭を室内側へ逆流させないように備えられる自封式排水トラップが取り付けられる。
自封式排水トラップは、排水管の系列に配設されて、流入口、流出口、筒状体、止水部、を構成している。
流入口は、排水管から流れてくる排水を自封式排水トラップ内部へと流入させる為の開口である。後述の筒状体上部に構成される。
筒状体は、素材がエラストマーやゴム等の軟質材からなる略円筒状の筒体であって、上流には流入口が構成され、下流には止水部が構成される。
止水部は、筒状体の下流側を先端方向に向かって先細となるように連続して形成されており、当該先端は開口/閉口自在に向き合って当接している。止水部は、排水が筒状体から流れてくると、排水の水圧により止水部が開口し、排水が無くなると、止水部自身の弾性により復元し、止水部同士が当接する。止水部が当接すると、排水管内が遮断されるので、下水管からの臭気や害虫が室内側へと逆流することを防ぐ。
流出口は、止水部から排水した排水を、自封式排水トラップ内部から外部である排水管へ排出するための開口であり、排水管に接続される。
当該自封式排水トラップの排水の流れは以下のようになる。槽体内に発生した排水は、槽体の排水口から排水管へと排出され、排水管へ流入する。排水管内の排水は排水管に接続された自封式排水トラップへと排水が流入する。排水は、自封式排水トラップの流入口より自封式排水トラップの筒状体内に流入し、筒状体下流で閉口している止水部に到達し、排水の水圧により止水部の当接が解除されて止水部が開口する。止水部が開口すると、排水は止水部を通過し、流出口から自封式排水トラップ外部へと排出される。自封式排水トラップから排水された排水は排水管へと排水され、最終的には下水管へと排水される。
(特許文献2参照)
The drainage device of this conventional example is used for a wash bowl used for a washstand, and includes a tank body, a drain port, a drain pipe, and a self-sealing drain trap described below.
In the conventional example, the tank body is a wash bowl, and is composed of a box body that stores / drains fluid such as water.
A drain outlet is a hole opened on the bottom face of the tank body, and is an opening for discharging water inside the tank body to the outside of the tank body. In this conventional example, a drain pipe, which will be described later, is connected to the drain port, and the water in the tank is finally drained into the sewer pipe through the drain port and the drain pipe.
The drain pipe is a pipe connected to the drain outlet, and connects the drain outlet to the sewage pipe. Moreover, the said sewer pipe is attached with the self-sealing drain trap with which a part of drainage is stored on the way and it is equipped so that the pest and a strange odor from a sewage may not flow back indoors.
Self-sealing drain traps are arranged in a series of drain pipes, and constitute an inflow port, an outflow port, a cylindrical body, and a water stop portion.
The inflow opening is an opening for allowing the waste water flowing from the drain pipe to flow into the self-sealing drain trap. It is comprised in the cylindrical body upper part mentioned later.
The cylindrical body is a substantially cylindrical cylindrical body made of a soft material such as elastomer or rubber, and has an inflow port upstream and a water stop portion downstream.
The water stop portion is continuously formed so that the downstream side of the cylindrical body is tapered toward the distal end direction, and the distal end faces and abuts so as to freely open / close. When the drainage flows from the cylindrical body, the waterstop portion opens due to the water pressure of the drainage, and when there is no drainage, the waterstop portion recovers due to the elasticity of the waterstop portion and the waterstop portions come into contact with each other. When the water stop part comes into contact, the inside of the drain pipe is blocked, so that odors and pests from the sewer pipe are prevented from flowing back into the room.
The outlet is an opening for discharging the waste water drained from the water stop portion from the inside of the self-sealing drain trap to the outside drain pipe, and is connected to the drain pipe.
The flow of drainage of the self-sealing drain trap is as follows. Waste water generated in the tank is discharged from the drain of the tank to the drain pipe and flows into the drain pipe. Drainage in the drainage pipe flows into a self-sealing drain trap connected to the drainage pipe. The drainage flows into the cylindrical body of the self-sealing drain trap from the inlet of the self-sealing drain trap, reaches the water stop section closed downstream of the cylindrical body, and the water stop pressure makes contact with the water stop section. It will be released and the water stop will open. When the water stop portion opens, the wastewater passes through the water stop portion and is discharged from the outlet to the outside of the self-sealing drain trap. The drainage drained from the self-sealing drain trap is drained to the drain pipe and finally to the sewer pipe.
(See Patent Document 2)

実開平1−69870号Utility Model 1-69870 特開2010−126894号JP 2010-126894 A

従来例の排水装置では以下のような問題があった。
特許文献1における排水装置では、水封式排水トラップを採用しているため、建築基準法で規定されている封水部の高さ(以下、「封水深」)の規定寸法である「50mm以上」が必要となる。封水深50mmが必要となると、当該水封式排水トラップが配置される個所は洗面台や流し台下の収納スペースとなる。従って、この収納スペースには封水深50mmの水封式排水トラップが配置されると、収納スペースの場所を大きくとることになっていた。
また、水封式排水トラップの問題点として、封水損失がある。封水損失減少の主な原因としては、誘導サイホン作用、自己サイホン作用、蒸発、毛細管現象などが挙げられるが、このうち誘導サイホン作用は排水管内の空気圧力変動により発生する。
誘導サイホン作用は、排水の流下に従って生じる排水管内の空気圧力変動により封水部の封水が応答して変動し、封水が損失する作用である。本発明が解決しようとする課題は、当該誘導サイホンによる破封を防止するものである。
また、封水損失のうち、封水部の封水面が封水下限壁よりも下位になった状態を破封と呼ぶ。破封状態では、水封が機能しなくなる為、下水管の臭気や害虫が室内側に逆流してしまう状態となってしまう。また、本発明における「破封」の記載は、誘導サイホンが起因するものを指す。
また、排水管内の空気圧力は、上記のようにさまざまな要因により変動しやすい為、水封式排水トラップでは容易に破封現象が多発していた。
The conventional drainage device has the following problems.
Since the drainage device in Patent Document 1 employs a water-sealed drain trap, it is “50 mm or more” which is the prescribed dimension of the height of the sealed portion (hereinafter referred to as “sealed depth”) defined by the Building Standards Act. "Is required. When a sealed water depth of 50 mm is required, the place where the water-sealed drain trap is disposed becomes a storage space under the sink or sink. Accordingly, when a water-sealed drain trap having a sealing depth of 50 mm is disposed in this storage space, the storage space is increased in size.
Moreover, there is a sealing water loss as a problem of the water-sealed drain trap. The main causes of the reduction of the sealing water loss include induction siphon action, self-siphon action, evaporation, capillary action, etc. Among these, the induction siphon action is caused by fluctuations in air pressure in the drain pipe.
The induction siphon action is an action in which the sealed water in the sealed portion changes in response to fluctuations in the air pressure in the drain pipe caused by the flow of drainage, and the sealed water is lost. The problem to be solved by the present invention is to prevent breakage by the induction siphon.
Moreover, the state where the sealing surface of the sealing part becomes lower than the sealing lower limit wall in the sealing water loss is referred to as breaking. Since the water seal does not function in the sealed state, the odor and pests in the sewer pipe will flow back into the room. In addition, the description of “breaking” in the present invention refers to that caused by the induction siphon.
In addition, since the air pressure in the drainage pipe is likely to fluctuate due to various factors as described above, the water-sealed drainage trap easily causes breakage.

また、特許文献2における排水装置では、自封式排水トラップを採用している。
自封式排水トラップは、上述の水封式排水トラップの代わりに用いられるが、当該自封式排水トラップを用いると、自封式排水トラップは自身の弾性によって止水部を密閉させることが出来るので、水封式排水トラップを用いる必要が無く、排水が無い時の自封式排水トラップは止水部の密着により止水・密閉しているが、上述のように、排水管内は空気圧力変動が激しい為、当該排水管内の空気圧力変動は自封式排水トラップにも加わる。
排水管内の空気圧力が過大に加わる(正圧状態)とき、又は、排水管内の空気圧力が過大に吸引される(負圧状態)とき、自封式排水トラップは自身が軟質のゴムやエラストマーなどの弾性部材から構成されている為、管内の正圧・負圧により止水部が変形して開口してしまうことがある。このように止水部が変形して開口してしまうと、正常な配置状態の自封式排水トラップに形状が戻るには、一旦排水が発生して流体による圧力が発生する場合もしくは、排水管内の空気圧が負圧又は正圧となって引き込まれる場合しかない。このように、止水部が一旦開口してしまうと、その間は破封状態となってしまう為、下水管の臭気や害虫が室内側に逆流してしまう。
また、自封式排水トラップは、長年の使用により形状が変形してしまうことがある。これは、排水が発生するたびに止水部が開口/閉口を長期間且つ多大なる回数を繰り返すことにより、止水部が変形し、上手く当接・密着せず、止水・密閉をすることができずに少し隙間ができることがあった(破封状態)。このように止水部に隙間が発生してしまうと、下水からの臭気や害虫が室内側へ逆流してしまうという問題があった。
Further, the drainage device in Patent Document 2 employs a self-sealing drain trap.
The self-sealing drain trap is used in place of the above-described water-sealed drain trap. However, when the self-sealing drain trap is used, the self-sealing drain trap can seal the water stop portion by its own elasticity. There is no need to use a sealed drain trap, and when there is no drainage, the self-sealing drain trap is shut off and sealed by close contact with the water stop, but as mentioned above, because the air pressure fluctuation is severe in the drain pipe, The air pressure fluctuation in the drain pipe is also applied to the self-sealing drain trap.
When the air pressure in the drain pipe is excessively applied (positive pressure state), or when the air pressure in the drain pipe is excessively sucked (negative pressure state), the self-sealing drain trap itself is made of soft rubber or elastomer. Since it is composed of an elastic member, the water stop portion may be deformed and opened due to the positive / negative pressure in the pipe. If the water stop portion is deformed and opened as described above, the shape of the self-sealing drain trap in the normal arrangement state is restored. Only when the air pressure is pulled in as negative or positive pressure. As described above, once the water stop portion is opened, since it is in a sealed state during that time, odors and pests in the sewer pipe flow backward into the room.
In addition, the self-sealing drain trap may be deformed due to long-term use. This means that every time drainage occurs, the water stop will repeat the opening / closing for a long period of time, and the water stop will be deformed and will not contact or adhere well, but will stop and seal. There was a case where a gap was formed without being able to form (sealed state). If a gap occurs in the water stop portion in this way, there is a problem in that odors and pests from the sewage flow back to the indoor side.

以上のことから、本願発明は以下の課題を解決する。
1.弁体部を製作する上で発生する弁体部の微細な隙間や、経年使用における止水部の隙間など、弁体部の止水部分に発生する隙間を発生させない。
2.水封部の破封を防止する。
3.水封部と弁体部の双方の利点を兼ね備える。
4.水封式排水トラップのように封水部の封水深50mmが必要無く、槽体下の空間を広くとることができる。また、槽体下の配管スペースの高さを低くすることができる。
5.排水管の管内空気圧力の差によって、破封が生じない。
From the above, the present invention solves the following problems.
1. A gap generated in the water stop portion of the valve body portion, such as a minute gap of the valve body portion generated in manufacturing the valve body portion or a gap of the water stop portion in aged use, is not generated.
2. Prevents the water seal from being broken.
3. Combines the advantages of both water seal and valve body.
4). Unlike the water-sealed drain trap, a sealing depth of 50 mm is not required in the sealing portion, and the space under the tank body can be widened. Moreover, the height of the piping space under the tank can be reduced.
5. No breakage occurs due to the difference in the air pressure in the drain pipe.

請求項1に記載の排水装置は、排水が排水管3へと流入する為の排水口2と、排水口2に接続されて、排水口2からの排水を下水管へと排水する排水管3と、排水管3と同系統に配設されて、内部に備えた水溜部41、封水の下限の壁を構成する下限壁42、封水の上限の壁を構成する上限壁43、とを構成する水封部4と、前記排水管3と同系統に配設されて、管内経路を常時閉塞し、且つ排水の発生時には管内経路を開口する弁体部6と、から構成される排水装置において、水封部4と弁体部6の間に、弁体部6が管内経路を閉塞する空気圧となる気圧調整室5を構成したことを特徴とする排水装置である。 The drainage device according to claim 1 includes a drainage port 2 through which drainage flows into the drainage pipe 3 and a drainage pipe 3 connected to the drainage port 2 and draining the drainage from the drainage port 2 to the sewer pipe. A water reservoir 41 provided in the same system as the drainage pipe 3, a lower limit wall 42 constituting a lower limit wall of the sealed water, an upper limit wall 43 constituting an upper limit wall of the sealed water, and A drainage device comprising: a water seal portion 4 to be configured; and a valve body portion 6 that is disposed in the same system as the drainage pipe 3 and that always closes the pipe path and opens the pipe path when drainage occurs. In the drainage device, the valve body 6 is configured between the water seal portion 4 and the valve body portion 6 so as to form an air pressure adjusting chamber 5 having an air pressure for closing the pipe passage.

請求項2に記載の排水装置は、前記水溜部41を、排水が流入する側の部位を流入脚44、排水が流出する側の部位を流出脚45とし、当該流入脚44と流出脚45の脚断面積比を流入脚44:流出脚45=約1:2としたことを特徴とする前記段落0008に記載の排水装置である。 In the drainage device according to claim 2, the water reservoir portion 41 is configured such that a portion where drainage flows in is an inflow leg 44, and a portion where drainage flows out is an outflow leg 45. The drainage device according to paragraph 0008, wherein the leg cross-sectional area ratio is inflow leg 44: outflow leg 45 = approximately 1: 2.

請求項3に記載の排水装置は、前記排水装置において、水封部4を弁体部6より上流に配置したことを特徴とする前記段落0008又は段落0009に記載の排水装置である。 The drainage device according to claim 3 is the drainage device according to paragraph 0008 or paragraph 0009, wherein in the drainage device, the water seal portion 4 is disposed upstream of the valve body portion 6.

請求項4に記載の排水装置は、前記排水装置において、水封部4を弁体部6より下流に配置したことを特徴とする前記段落00081又は段落0009に記載の排水装置である。 The drainage device according to claim 4 is the drainage device according to paragraph 00081 or paragraph 0009, wherein the water sealing portion 4 is arranged downstream of the valve body portion 6 in the drainage device.

請求項5に記載の排水装置は、前記水封部4の封水深を50mm未満としたことを特徴とする前記段落0008乃至段落0011のいずれか一つに記載の排水装置である。 The drainage device according to claim 5 is the drainage device according to any one of paragraphs 0008 to 0011, wherein a sealing depth of the water sealing portion 4 is less than 50 mm.

請求項6に記載の排水装置は、前記弁体部6の中心軸を水封部4の流入脚44の中心軸と略平行となるよう配置したことを特徴とする前記段落0008乃至段落0012のいずれか一つに記載の排水装置である。 The drainage device according to claim 6 is characterized in that the central axis of the valve body portion 6 is arranged so as to be substantially parallel to the central axis of the inflow leg 44 of the water sealing portion 4. It is a drainage device as described in any one.

請求項7に記載の排水装置は、前記弁体部6の中心軸を水封部4の流入脚44の中心軸に略直交となるように配置したことを特徴とする前記段落0008乃至段落0012のいずれか一つに記載の排水装置である。 The drainage device according to claim 7, wherein the central axis of the valve body portion 6 is disposed so as to be substantially orthogonal to the central axis of the inflow leg 44 of the water sealing portion 4. It is a drainage device as described in any one of these.

請求項8に記載の排水装置は、前記弁体部6を、上流側に形成されて排水が流入する筒状体611、筒状体611から下流側先端方向に向かって先細となるように連続して形成される止水部612、とを構成する自封式排水トラップ61としたことを特徴とする前記段落0008乃至段落0014のいずれか一つに記載の排水装置である。 The drainage device according to claim 8 is configured such that the valve body portion 6 is formed on the upstream side so as to taper toward the downstream end from the cylindrical body 611 into which the drainage flows. The drainage device according to any one of paragraphs 0008 to 0014, characterized in that a self-sealing drain trap 61 constituting a water stop portion 612 formed as described above is provided.

請求項9に記載の排水装置は、前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、上限壁43の天面を上端面431とし、下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短の距離の長さWLを、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚よりも長く構成したことを特徴とする前記段落0008乃至段落0015のいずれか一つに記載の排水装置である。 The drainage device according to claim 9 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8 so that the central axes of the outflow port 8 and the inflow leg 44 are not coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the length WL of the shortest distance between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42 is In any one of the paragraphs 0008 to 0015, the end cross section including the upper end surface 431 of the portion 4 is configured to be longer than at least the maximum thickness of the water seal portion 4 excluding the upper limit wall 43. The drainage device described.

請求項10に記載の排水装置は、前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸は同軸となるよう構成すると共に、上限壁43の天面を上端面431とし、下限壁42の内面と、上限壁43の外面の間の最短の距離の長さWLを、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚の最大厚みよりも長く構成したことを特徴とする前記段落0008乃至段落0015のいずれか一つに記載の排水装置である。 The drainage device according to claim 10 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8, and the central axis of the outflow port 8 and the outflow leg 45 is coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the length WL of the shortest distance between the inner surface of the lower limit wall 42 and the outer surface of the upper limit wall 43 is the end cross section including the upper end surface 431 of the water seal portion 4. The drainage device according to any one of paragraphs 0008 to 0015, wherein the drainage device is configured to be longer than the maximum thickness of the water sealing portion 4 excluding at least the upper limit wall 43.

請求項11に記載の排水装置は、前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、上限壁43の天面を上端面431とし、該上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の上限壁43の肉厚を、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚よりも長く構成したことを特徴とする前記段落0001乃至段落0016のいずれか一つに記載の排水装置である。 The drainage device according to claim 11 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8 so that the central axes of the outflow port 8 and the inflow leg 44 are not coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the upper limit wall of the portion that is the shortest distance from the end of the upper end surface 431 facing the lower limit wall 42 and the end of the upper end surface 431 facing the outlet 8 The paragraphs 0001 to 0001 characterized in that the wall thickness of 43 is configured to be longer than the maximum wall thickness of the water seal portion 4 excluding at least the upper limit wall 43 in the end cross section including the upper end surface 431 of the water seal portion 4. The drainage device according to any one of paragraphs 0016.

請求項12に記載の排水装置は、前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸が同軸となるように構成すると共に、上限壁43の天面を上端面431とし、上限壁43の肉厚を、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚の最大厚みよりも厚く構成したことを特徴とする前記段落0008乃至段落0015及び段落0017のいずれか一つに記載の排水装置である。 The drainage device according to claim 12 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8 and the central axis of the outflow port 8 and the outflow leg 45 is coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the wall thickness of the upper limit wall 43 is the thickness of the water seal portion 4 excluding at least the upper limit wall 43 in the end cross section including the upper end surface 431 of the water seal portion 4. The drainage device according to any one of paragraphs 0008 to 0015 and paragraph 0017, wherein the drainage device is configured to be thicker than a maximum thickness of.

請求項1に記載の本発明は、水封部4と弁体部6の間に、弁体部6が管内経路を閉塞する空気圧となる気圧調整室5を構成したことから、排水管3内の管内空気圧力が変動したとしても、気圧調整室5内によって、気圧調整室5内空間の空気圧を弁体部6が閉塞する空気圧とすることができるので、弁体部6が開いたりすることが無いので、下水からの臭気や害虫が室内側へ逆流するようなことがない。
請求項2に記載の本発明は、前記水溜部41を、排水が流入する側の部位を流入脚44、排水が流出する側の部位を流出脚45とし、当該流入脚44と流出脚45の脚断面積比を流入脚44:流出脚45=約1:2としたことから、気圧調整室5の負圧又は正圧により、流入脚44の脚断面積に加わる空気圧と、流出脚45の脚断面積に加わる空気圧に差があるとき、流出脚45の脚断面積が流入脚44の脚断面積の約2倍となるため、流入脚44の水位が流出脚45の水位より低くなっても水溜部41内の貯留水が大きく損なわれることがない。
請求項3に記載の本発明は、水封部4を弁体部6より上流に配置したことから、気圧調整室5内の空気圧力が負圧となるようになった。よって、弁体部6の止水部612は、上流側の気圧調整室5内の負圧により良好に密着することが出来、止水・密閉を行うことが可能となる。
請求項4に記載の本発明は、水封部4を弁体部6より下流に配置したことから、気圧調整室5内の空気圧力が正圧となるようになった。よって、弁体部6の止水部612は、下流側の気圧調整室5内の正圧により良好に密着することが出来、止水・密閉を行うことが可能となる。
請求項5に記載の本発明は、水封部4の封水深を50mm未満としたことから、排水装置自体の大きさをよりコンパクトすることができ、槽体1下の収納スペースをより大きく確保することが出来る。また、本排水装置は、弁体部6と水封部4を組み合わせた排水装置である為、水封部4の封水深を50mm未満とすることが可能である。
請求項6に記載の本発明は、弁体部6の中心軸を水封部4の流入脚44の中心軸と略平行となるよう配置したことから、弁体部6の構造や形状によって、設置方向を変更することができるので、配管レイアウトに自由度ができる。
請求項7に記載の本発明は、弁体部6の中心軸を水封部4の流入脚44の中心軸に略直交となるように配置したことから、弁体部6の構造や形状によって、設置方向を変更することができるので、配管レイアウトに自由度ができる。
請求項8に記載の本発明は、弁体部6を、上流側に形成されて排水が流入する筒状体61、筒状体611から下流側先端方向に向かって先細となるように連続して形成される止水部612、とを構成する自封式排水トラップ61としたことから、気圧調整室5内の空気圧が良好に自封式排水トラップ61の止水部612に加わりやすくなり、より強固に止水部612の密着性、止水性を高めることができる。
請求項9に記載の本発明は、水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、上限壁43の天面を上端面431とし、下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短の距離の長さを、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚MTよりも長く構成したことから、下限壁42から上限壁43までの長さをより長く確保することが出来るので、水封部4の破封を効果的に防止することができる。
請求項10に記載の本発明は、水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸は同軸となるよう構成すると共に、上限壁43の天面を上端面431とし、下限壁42の内面と、上限壁43の外面の間の最短の距離の長さを、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚MTの最大厚みよりも長く構成したことから、下限壁42から上限壁43までの長さをより長く確保することが出来るので、水封部4の破封を効果的に防止することができる。
請求項11に記載の本発明は、前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、上限壁43の天面を上端面431とし、該上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の上限壁43の肉厚を、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚MTよりも長く構成したことから、上限壁43の上端面431を大きく確保できるので、水封部4の破封を効果的に防止することができる。
である。
請求項12に記載の本発明は、水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸が同軸となるように構成すると共に、上限壁43の天面を上端面431とし、上限壁43の肉厚を、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚MTの最大厚みよりも厚く構成したことから、上限壁43の上端面431を大きく確保できるので、水封部4の破封を効果的に防止することができる。
In the first aspect of the present invention, the pressure adjusting chamber 5 is configured between the water seal portion 4 and the valve body portion 6 so that the valve body portion 6 has an air pressure that closes the pipe path. Even if the air pressure in the pipe fluctuates, the air pressure in the air pressure adjusting chamber 5 can be changed to the air pressure that closes the valve body 6 by the air pressure adjusting chamber 5, so that the valve body 6 opens. Because there is no odor, odors and pests from sewage will not flow back into the room.
According to the second aspect of the present invention, the water reservoir 41 is configured such that the portion on the side where the drainage flows in is the inflow leg 44 and the portion on the side where the drainage flows out is the outflow leg 45. Since the leg cross-sectional area ratio is inflow leg 44: outflow leg 45 = about 1: 2, the air pressure applied to the leg cross-sectional area of the inflow leg 44 due to the negative pressure or the positive pressure in the air pressure adjusting chamber 5 and the outflow leg 45 When there is a difference in the air pressure applied to the leg cross-sectional area, the leg cross-sectional area of the outflow leg 45 is about twice the leg cross-sectional area of the inflow leg 44, so the water level of the inflow leg 44 is lower than the water level of the outflow leg 45. In addition, the stored water in the water reservoir 41 is not greatly impaired.
According to the third aspect of the present invention, since the water seal portion 4 is disposed upstream of the valve body portion 6, the air pressure in the atmospheric pressure adjusting chamber 5 becomes negative. Therefore, the water stop part 612 of the valve body part 6 can be satisfactorily adhered by the negative pressure in the air pressure adjusting chamber 5 on the upstream side, and water stop / sealing can be performed.
According to the fourth aspect of the present invention, since the water sealing part 4 is arranged downstream of the valve body part 6, the air pressure in the atmospheric pressure adjusting chamber 5 becomes a positive pressure. Therefore, the water stop part 612 of the valve body part 6 can adhere | attach well by the positive pressure in the downstream pressure regulation chamber 5, and it becomes possible to perform water stop and sealing.
According to the fifth aspect of the present invention, since the sealing depth of the water sealing part 4 is less than 50 mm, the size of the drainage device itself can be made more compact, and a larger storage space under the tank body 1 can be secured. I can do it. Moreover, since this drainage device is a drainage device that combines the valve body portion 6 and the water sealing portion 4, the sealing depth of the water sealing portion 4 can be less than 50 mm.
Since the center axis of the valve body portion 6 is arranged so as to be substantially parallel to the center axis of the inflow leg 44 of the water seal portion 4, the present invention according to claim 6 Since the installation direction can be changed, the piping layout can be freely set.
According to the seventh aspect of the present invention, since the central axis of the valve body portion 6 is arranged so as to be substantially orthogonal to the central axis of the inflow leg 44 of the water seal portion 4, depending on the structure and shape of the valve body portion 6. Since the installation direction can be changed, the piping layout can be freely set.
In the present invention described in claim 8, the valve body portion 6 is continuously formed so as to taper from the tubular body 61 formed on the upstream side into which the drainage flows, and from the tubular body 611 toward the downstream end. Since the self-sealing drain trap 61 that constitutes the water stop portion 612 formed in this manner, the air pressure in the air pressure adjusting chamber 5 is easily applied to the water stop portion 612 of the self-sealing drain trap 61, and is stronger. In addition, it is possible to improve the adhesion and water stoppage of the water stop portion 612.
The present invention according to claim 9 is configured such that the water sealing portion 4 is configured such that the opening downstream of the outflow leg 45 is the outflow port 8 so that the central axes of the outflow port 8 and the inflow leg 44 are not coaxial. The top surface of the wall 43 is the upper end surface 431, and the length of the shortest distance between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42 is the water sealing portion 4. Since the end cross section including the upper end surface 431 is longer than at least the maximum wall thickness MT of the water seal 4 excluding the upper limit wall 43, the length from the lower limit wall 42 to the upper limit wall 43 is secured longer. Therefore, the water seal 4 can be effectively prevented from being broken.
The present invention described in claim 10 is configured such that the water sealing portion 4 has an opening 8 downstream of the outflow leg 45 and the center axis of the outflow outlet 8 and the outflow leg 45 is coaxial. The top surface of the wall 43 is the upper end surface 431, and the length of the shortest distance between the inner surface of the lower limit wall 42 and the outer surface of the upper limit wall 43 is at least of the end cross section including the upper end surface 431 of the water seal portion 4. Since it is configured to be longer than the maximum thickness MT of the water seal portion 4 excluding the upper limit wall 43, the length from the lower limit wall 42 to the upper limit wall 43 can be secured longer. Can be effectively prevented.
The present invention according to claim 11 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8 so that the central axes of the outflow port 8 and the inflow leg 44 are not coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the upper limit wall of the portion that is the shortest distance from the end of the upper end surface 431 facing the lower limit wall 42 and the end of the upper end surface 431 facing the outlet 8 Since the wall thickness of 43 is longer than the maximum wall thickness MT of the water seal portion 4 excluding at least the upper limit wall 43 in the end cross section including the upper end surface 431 of the water seal portion 4, Since a large end surface 431 can be secured, the water sealing part 4 can be effectively prevented from being broken.
It is.
The present invention according to claim 12 is configured such that the water sealing portion 4 has an opening downstream from the outflow leg 45 as an outflow port 8, and the central axis of the outflow port 8 and the outflow leg 45 is coaxial. The top surface of the upper limit wall 43 is the upper end surface 431, and the wall thickness MT of the water sealing portion 4 excluding at least the upper limit wall 43 in the end cross section including the upper end surface 431 of the water sealing portion 4. Since the upper end surface 431 of the upper limit wall 43 can be ensured to be large, the water sealing part 4 can be effectively prevented from being broken.

本発明の第1実施例を示す断面図である。It is sectional drawing which shows 1st Example of this invention. 図1におけるA−A’断面図である。It is A-A 'sectional drawing in FIG. 第1実施例の弁体部が閉口した状態を示す拡大断面図である。尚、矢印の向きは空気圧の方向を示す。It is an expanded sectional view which shows the state which the valve body part of 1st Example closed. The direction of the arrow indicates the direction of air pressure. 第1実施例における、排水が通水して弁体部が開口した状態を示す断面図である。It is sectional drawing which shows the state which the waste_water | drain passed and the valve body part opened in 1st Example. 本発明の第2実施例を示す断面図である。It is sectional drawing which shows 2nd Example of this invention. 第2実施例の弁体部が閉口した状態を示す拡大断面図である。尚、矢印の向きは空気圧の方向を示す。It is an expanded sectional view which shows the state which the valve body part of 2nd Example closed. The direction of the arrow indicates the direction of air pressure. 弁体部の中心軸を水封部の流入脚と略直交となるように配置した実施例を示す断面図である。It is sectional drawing which shows the Example arrange | positioned so that the center axis | shaft of a valve body part may become substantially orthogonal to the inflow leg of a water seal part. 図7における、A−A’断面図である。It is A-A 'sectional drawing in FIG. チャッキバルブ構造の弁体部を採用した実施例を示す断面図である。It is sectional drawing which shows the Example which employ | adopted the valve body part of the check valve structure. Sトラップ構造の水封部を採用した実施例示す断面図である。It is sectional drawing which shows the Example which employ | adopted the water seal part of S trap structure. 図10における、A−A’断面図である。It is A-A 'sectional drawing in FIG. 逆ワン型トラップ構造の水封部を採用した実施例を示す断面図である。It is sectional drawing which shows the Example which employ | adopted the water seal part of the reverse one-type trap structure. 図12における、A−A’断面図である。It is A-A 'sectional drawing in FIG. ワン型トラップ構造の水封部を採用した実施例を示す断面図である。It is sectional drawing which shows the Example which employ | adopted the water seal part of the one-type trap structure. 図14における、A−A’断面図である。It is A-A 'sectional drawing in FIG.

本実施例の排水装置は、洗面台に用いられる洗面ボウルに用いられ、図1乃至図4に示すとともに、下記に記載する、槽体1と、排水口2と、排水管3と、水封部4と、弁体部6と、気圧調整室5と、から構成される。
槽体1は、本実施例では洗面ボウルであって、内部に水などの流体を貯水/排水する箱体から成る。
排水口2は、槽体1底面に開口される穴であって、槽体1内部の水を槽体1外へと排出する開口である。本実施例では、排水口2は後述の排水管3が接続されており、排水口2と排水管3を介して槽体1内の水は最終的には下水管へと排水される。
排水管3は、排水口2に接続される管体であって、排水口2から下水管までを接続する。また、当該下水管には、下水からの害虫や異臭を室内側へ逆流させないように備えられる水封部4及び弁体部6から成る排水装置が取り付けられる。
The drainage device of the present embodiment is used in a wash bowl used for a washstand, and is shown in FIGS. 1 to 4 and described below, a tank body 1, a drain port 2, a drain pipe 3, and a water seal. The unit 4, the valve body unit 6, and the atmospheric pressure adjustment chamber 5 are configured.
The tank body 1 is a wash bowl in this embodiment, and is composed of a box body that stores / drains fluid such as water.
The drain port 2 is a hole that is opened in the bottom surface of the tank body 1 and is an opening that discharges water inside the tank body 1 to the outside of the tank body 1. In this embodiment, a drain pipe 3 to be described later is connected to the drain port 2, and the water in the tank body 1 is finally drained to the sewer pipe through the drain port 2 and the drain pipe 3.
The drain pipe 3 is a pipe connected to the drain port 2 and connects the drain port 2 to the sewer pipe. In addition, a drainage device including a water seal portion 4 and a valve body portion 6 provided to prevent the harmful insects and odors from the sewage from flowing backward to the indoor side is attached to the sewage pipe.

図1及び図2に示す水封部4は、第一次流入口71、第一次流出口81、下限壁42、上限壁43、流入脚44、流出脚45、水溜部41を構成している。また、第一流出口と流出脚44の中心軸は同軸にならないよう構成されている。
尚、全図面において、水封部4の水溜部41内でハッチングで示した箇所は、水が貯水している部分を示す。
第一次流入口71は、排水口2からの排水が水封部4内に流入させるための入り口であって、第一次流入口71から流入した排水は、後述の流入脚44へと流入する。本実施例では、槽体1排水口2から垂下して構成される管体である。
第一次流出口81は、水封部4内の排水を水封部4外へと排水するための出口であって、後述の流出脚45からの排水が、水溜部41外、すなわち水封部4の外部へと排水する為の流出口8である。本実施例では、後述の上限壁43より下流に配置されて、垂下して構成される管体である。また、第一次流出口81の下流には、気圧調整室5が配置され、その下流には弁体部6が配置構成されている。
下限壁42は、排水口2から水封部4内に垂下して構成される壁であって、後述の水溜部41の封水深の下限を構成する。また、本実施例では排水口2からの管体をそのまま垂下して下限壁42を構成しているため、下限壁42は円筒状の壁で構成される。
上限壁43は、水封部4の水溜部41底部から上方に向かって立ち上がる壁であって、水溜部41の上限及び、封水深の上限を構成する。また、上限壁43の天面には上端面431を構成しており、水封部4内の排水は、当該上端面431の上を通過して第1流出口側へと排出される。上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の最短距離TLの肉厚とは、図1及び図2で示すTLの距離である。そして、当該図1で示すTLの距離は、水封部4の上端面431を含む切断面(図1のA−A’断面図、即ち図2)の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、上端面431の上限壁43内周から流出口8までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
また、下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短距離WLとは、図1と図2で示すWLの距離である。この図1及び図2で示すWLの距離は、水封部4の上端面431を含む切断面の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、下限壁42から上限壁43までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
流入脚44は、水封部4の排水が流入する部位であって、本実施例では、水封部4に排水が流入する排水口2(器具)側の管体である。本実施例では図2に示すように、流入脚44と流出脚45の脚断面積比はおよそ流入脚1:流出脚2となる。流入脚44の脚断面積より流出脚45の脚断面積が大きければ大きいほど破封防止の効果を奏する。
流出脚45は、水封部4の排水が流出する部位であって、下限壁42から上限壁43最上端までの部分である。
本実施例では、図2に示すように、流入脚44と流出脚45の脚断面積比をおよそ流入脚1:流出脚2としている。
水溜部41は、常時排水の一部が貯水することで、下流に配置される気圧調整室5の気圧を維持する為に封水深を備えたものである。当該封水深は、下限壁42下端から上限壁43上端までに貯水している排水部分、又は、下限壁42下端から上限壁43上端までの垂直距離を指す。当該封水深によって、排水管3は排水口2側の大気と遮断される。また、水溜部41内の水位としては、流出脚45側は上限壁43の上端まで水位が存在し、流入脚44側の水位は、基本的には、上限壁43上端よりも低位であって、最大でも下限壁42の最下端の水位となる。これは、後述の気圧調整室5の空間内が負圧になっている為、水溜部41内の排水が負圧分下流に引き込むためである。
尚、本発明においては、図1に示すように下流に弁体部6としての自封式排水トラップ61を構成しているので、当該水封部4はいわゆる「水封式排水トラップ」として機能するものではなく、気圧調整室5内の空気圧を一定に保つ為に備えられるものである。
また、当該水封部4は、下流に排水トラップ機能として、後述の弁体部6を配置する為、封水深(封止機能部分)は50mm未満でも排水管3内を大気圧から閉塞とするという目的は達成できる。よって封水深を低く設定できるので、水封部4の高さを低くでき、排水装置全体をコンパクトにすることができる。
1 and 2 constitutes a primary inlet 71, a primary outlet 81, a lower limit wall 42, an upper limit wall 43, an inflow leg 44, an outflow leg 45, and a water reservoir 41. Yes. The central axis of the first outlet and the outflow leg 44 is configured not to be coaxial.
In all drawings, the hatched portion in the water reservoir 41 of the water seal 4 indicates a portion where water is stored.
The primary inflow port 71 is an entrance for allowing the drainage from the drainage port 2 to flow into the water seal portion 4, and the drainage that has flowed in from the primary inflow port 71 flows into an inflow leg 44 described later. To do. In the present embodiment, the pipe body is configured to hang down from the tank body 1 outlet 2.
The primary outlet 81 is an outlet for draining the drainage in the water seal part 4 to the outside of the water seal part 4, and drainage from the outflow leg 45 described later is outside the water reservoir 41, that is, a water seal. An outlet 8 for draining the outside of the part 4. In the present embodiment, it is a tubular body that is arranged downstream of an upper limit wall 43 described later and is suspended. Further, the atmospheric pressure adjusting chamber 5 is disposed downstream of the primary outlet 81, and the valve body 6 is disposed downstream thereof.
The lower limit wall 42 is a wall configured to hang down from the drain port 2 into the water seal portion 4, and constitutes the lower limit of the seal depth of the water reservoir portion 41 described later. Further, in the present embodiment, the lower limit wall 42 is configured by hanging the pipe body from the drain port 2 as it is, so that the lower limit wall 42 is configured by a cylindrical wall.
The upper limit wall 43 is a wall that rises upward from the bottom of the water reservoir 41 of the water seal 4 and constitutes the upper limit of the water reservoir 41 and the upper limit of the seal depth. Moreover, the upper end surface 431 is comprised in the top | upper surface of the upper limit wall 43, and the waste_water | drain in the water sealing part 4 passes the said upper end surface 431, and is discharged | emitted to the 1st outflow port side. The thickness of the shortest distance TL of the end portion of the upper end surface 431 facing the lower limit wall 42 and the shortest distance to the end portion of the upper end surface 431 facing the outlet 8 is shown in FIGS. 1 and 2. It is the distance of TL shown. And the distance of TL shown in the said FIG. 1 is the water sealing part except the upper limit wall 43 of the cut surface (AA 'sectional drawing of FIG. 1, ie, FIG. 2) containing the upper end surface 431 of the water sealing part 4. FIG. 4 is configured to be longer than the maximum wall thickness. By configuring in this way, the distance from the inner periphery of the upper limit wall 43 of the upper end surface 431 to the outlet 8 can be made longer than that of the conventional drainage device. Sealing can be prevented.
The shortest distance WL between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42 is the distance WL shown in FIGS. 1 and 2. The distance of WL shown in FIG. 1 and FIG. 2 is configured to be longer than the maximum thickness of the water seal portion 4 excluding the upper limit wall 43 at the cut surface including the upper end surface 431 of the water seal portion 4. By comprising in this way, the distance from the lower limit wall 42 to the upper limit wall 43 can be made longer than the conventional drainage apparatus, and by doing in this way, the sealing in the water reservoir 41 can be prevented. it can.
The inflow leg 44 is a portion into which the drainage of the water seal portion 4 flows, and in this embodiment, the inflow leg 44 is a tube on the drain outlet 2 (apparatus) side through which the drainage flows into the water seal portion 4. In this embodiment, as shown in FIG. 2, the ratio of the leg cross-sectional areas of the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2. As the leg cross-sectional area of the outflow leg 45 is larger than the leg cross-sectional area of the inflow leg 44, the effect of preventing breakage is obtained.
The outflow leg 45 is a portion from which the drainage of the water seal portion 4 flows out, and is a portion from the lower limit wall 42 to the uppermost end of the upper limit wall 43.
In this embodiment, as shown in FIG. 2, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2.
The water reservoir 41 is provided with a sealed depth in order to maintain the atmospheric pressure of the atmospheric pressure adjusting chamber 5 disposed downstream by storing a part of the drainage at all times. The sealing water depth refers to a drainage part storing water from the lower end of the lower limit wall 42 to the upper end of the upper limit wall 43 or a vertical distance from the lower end of the lower limit wall 42 to the upper end of the upper limit wall 43. The drain pipe 3 is cut off from the atmosphere on the drain outlet 2 side by the sealing water depth. Further, as the water level in the water reservoir 41, the water level exists up to the upper end of the upper limit wall 43 on the outflow leg 45 side, and the water level on the inflow leg 44 side is basically lower than the upper end of the upper limit wall 43. The water level at the lowest end of the lower limit wall 42 is the maximum. This is because the water in the water reservoir 41 is drawn downstream by the negative pressure because the space in the pressure adjusting chamber 5 described later has a negative pressure.
In the present invention, as shown in FIG. 1, since the self-sealing drain trap 61 as the valve body 6 is formed downstream, the water sealing portion 4 functions as a so-called “water sealing drain trap”. It is not a thing, but is provided in order to keep the air pressure in the air pressure adjusting chamber 5 constant.
Moreover, since the said water sealing part 4 arrange | positions the below-mentioned valve body part 6 as a drain trap function as a drain trap function, even if the sealing water depth (sealing function part) is less than 50 mm, the inside of the drain pipe 3 is obstruct | occluded from atmospheric pressure. The purpose can be achieved. Therefore, since the sealing water depth can be set low, the height of the water sealing part 4 can be made low and the whole drainage apparatus can be made compact.

弁体部6は、前記水封部4の下流に配置される。弁体部6は、管内経路を常時閉塞しているが、管内経路に排水が発生した時は管内経路を開口して、排水口2からの排水は下水へと排水するが、下水からの臭気や害虫の室内側への逆流を防ぐ排水トラップ機能を有するものである。
また、本実施例では、弁体部6として、図3に示すように自封式排水トラップ61を用いる。
弁体部6としての自封式排水トラップ61は、第二次流入口72と、第二次流出口82と、筒状体611と、止水部612と、から構成される。
弁体部6の中心軸は、水封部4の流入脚44と略平行となるように配置されている。
第二次流入口72は、自封式排水トラップ61内部に排水を流入する為の開口であって、気圧調整室5を介して前記水封部4の第一次流出口81の下流に配置される。
筒状体611は、ゴムやエラストマーなどの軟質弾性部材から構成されるとともに、前記第二次流入口72に接続される上方が開放された円筒状の部材である。
止水部612は、筒上部から連続して下流側先端方向に向かって先細となるように構成され、その先端が水密的に当接する。この止水部612は、排水が通過した際は、自身の弾性により開口して、下流側へと通水することができる。排水が終了すると、止水部612は自身の弾性による復元力により、先端が水密的に当接するように構成される。
第二次流出口82は、止水部612が開口した際に発生する排水の通過口である。第二次流出口82から下流には、更に排水管3が接続されて、第二次流出口82から発生した排水は、下水へと排水されることとなる。
The valve body portion 6 is disposed downstream of the water seal portion 4. The valve body 6 always closes the pipe path, but when drainage occurs in the pipe path, the pipe path is opened and the drainage from the drain port 2 drains into the sewage, but the odor from the sewage It has a drain trap function to prevent backflow of insects and insects into the room.
In the present embodiment, as the valve body portion 6, a self-sealing drain trap 61 is used as shown in FIG. 3.
The self-sealing drain trap 61 as the valve body 6 includes a secondary inlet 72, a secondary outlet 82, a cylindrical body 611, and a water stop 612.
The central axis of the valve body portion 6 is disposed so as to be substantially parallel to the inflow leg 44 of the water seal portion 4.
The secondary inlet 72 is an opening for allowing drainage to flow into the self-sealing drain trap 61, and is disposed downstream of the primary outlet 81 of the water seal portion 4 via the atmospheric pressure adjustment chamber 5. The
The cylindrical body 611 is a cylindrical member that is made of a soft elastic member such as rubber or elastomer and that is open at the top connected to the secondary inlet 72.
The water-stop portion 612 is configured to taper continuously toward the downstream tip direction from the top of the cylinder, and the tip of the water-stop portion 612 is in watertight contact. When the drainage passes, the water stop portion 612 is opened by its own elasticity and can pass water downstream. When the drainage is completed, the water stop portion 612 is configured such that the tip comes into watertight contact with a restoring force due to its own elasticity.
The secondary outlet 82 is a passage for drainage generated when the water stop 612 is opened. The drainage pipe 3 is further connected downstream from the secondary outlet 82, and the wastewater generated from the secondary outlet 82 is drained into sewage.

気圧調整室5は、前述の水封部4と自封式排水トラップ61の間に配置される空間であって、本実施例においては常時負圧となるように構成される。具体的には、流出脚45の水面より下流であって、自封式排水トラップ61の筒状体611内周面及び止水部612までの区切られた密閉空間である。
この気圧調整室5の空間の密閉は、水封部4の水溜部41と、弁体部6としての自封式排水トラップ61の止水部612による密閉により達成される。
また、気圧調整室5内の負圧発生源は、水封部4に排水が流入し、下流の自封式排水トラップ61部へ流水する際に発生する下流側からの空気吸引により気圧調整室5内が負圧となり、排水が終了すると、自封式排水トラップ61の止水部612が閉口し、水封部4の水溜部41の封水深が発生すれば気圧調整室5内は負圧のまま維持される。このとき、水溜部41の水位は、図1に示すように気圧調整室5内の負圧により流出脚45側の水面が持ち上げられて水位が高くなり流出脚45の水位が持ち上がった分だけ流入脚44側の水位が低くなる。
また、気圧調整室5内の負圧によって、下流に配置される軟質の弾性部材から成る自封式排水トラップ61の上流側表面にも良好に負圧が加わり、自封式排水トラップ61の止水部612同士がより強固に当接する。仮に、経年劣化等で止水部612の復元力が弱まって止水部612の密着が薄い場合であっても、図3に示すように、気圧調整室5内の負圧によって、自封式排水トラップ61の止水部612同士が図3の矢印方向に密着することができる。
The air pressure adjusting chamber 5 is a space disposed between the water sealing portion 4 and the self-sealing drain trap 61, and is configured to always have a negative pressure in this embodiment. Specifically, it is a sealed space that is downstream from the water surface of the outflow leg 45 and is divided to the inner peripheral surface of the cylindrical body 611 of the self-sealing drain trap 61 and the water stop portion 612.
Sealing of the space of the atmospheric pressure adjusting chamber 5 is achieved by sealing with the water reservoir 41 of the water seal 4 and the water stop 612 of the self-sealing drain trap 61 as the valve body 6.
Moreover, the negative pressure generating source in the atmospheric pressure adjusting chamber 5 is the atmospheric pressure adjusting chamber 5 by the air suction from the downstream side generated when drainage flows into the water sealing part 4 and flows into the downstream self-sealing drain trap 61 part. When the inside becomes negative pressure and drainage is completed, the water stop portion 612 of the self-sealing drain trap 61 is closed, and if the sealing depth of the water reservoir 41 of the water seal portion 4 is generated, the pressure adjustment chamber 5 remains at negative pressure. Maintained. At this time, as shown in FIG. 1, the water level in the water reservoir 41 flows in as much as the water level on the outflow leg 45 side is lifted by the negative pressure in the air pressure adjusting chamber 5 and the water level rises and the water level of the outflow leg 45 rises. The water level on the leg 44 side is lowered.
Further, due to the negative pressure in the atmospheric pressure adjusting chamber 5, the negative pressure is also applied to the upstream surface of the self-sealing drain trap 61 made of a soft elastic member disposed downstream, and the water stop portion of the self-sealing drain trap 61. 612 contact each other more firmly. Even if the restoring force of the water stop part 612 is weakened due to deterioration over time or the like and the close contact of the water stop part 612 is thin, the self-sealing drainage is caused by the negative pressure in the pressure adjustment chamber 5 as shown in FIG. The water stop portions 612 of the trap 61 can be in close contact with each other in the direction of the arrow in FIG.

上記の排水装置の排水の流れは以下のようになる。槽体1内に発生した排水は、槽体1の排水口2から排水管3へと排出され、排水管3へ流入する。排水管3内の排水は排水管3に接続された水封部4へと排水が流入する。
排水は、図4に示すように、水封部4の第一次流入口71より水封部4の水溜部41内に流入し、流入脚44を通過して、下限壁42の下部空間を通過する。下限壁42の下方を通過した排水は、流出脚45へと流入し、上限壁43上端まで到達する。上限壁43上端に到達した排水は、上限壁43の天面である上端面431上の空間を通過し、水溜部41から排出されて、水封部4の第一次流出口81から気圧調整室5内へ通水され、水封部4の外部へと排水される。
気圧調整室5内に流入した排水は、第二次流入口72へと排水される。このとき、気圧調整室5内部は、排水の流下により負圧となっている。
第二次流入口72内に排水された排水は、弁体である自封式排水トラップ61の筒状体611内周を通過し、先細の止水部612へ到達し、図4に示すように水圧によって止水部612を開口させる。止水部612が開口すると、排水は開口した止水部612からなる第二次流出口82から自封式排水トラップ61外部へと排水される。第二次流出口82から排水された排水は、排水管3を通過し、最終的には下水管へと排水される。
なお、排水管3と同系統に配設とは、同じ排水系統に配管するという意味を指す。
また、排水口2からの排水が終了すると、水溜部41内の上限壁43からの溢れ水が終了し、自封式排水トラップ61の止水部612が閉口する。このとき、気圧調整室5の空間内は負圧となっているので、良好に自封式排水トラップ61の内周面及び止水部612に加わる。これは、図3の矢印方向に示すように、自封式排水トラップ61自体が気圧調整室5側へと引き上げられる又は吸い上げられるように加わる圧力である。よって、自封式排水トラップ61の止水部612は隙間無く強力に当接する事ができる。そして、自封式排水トラップ61部の止水部612が当接すると同時に、水封部4の水溜部41の水位も安定する。このときの水位は、図1に示すように、流出脚45側の水位は上限壁43上端に位置し、流入脚44側の水位は、下限壁42下端に位置する。つまり、流入脚44と流出脚45側とで水位差が発生する。これは、流出脚45側の気圧調整室5内の空気圧が負圧となっている為、流入脚44側に加わる気圧が大気圧である為に発生する。水位差が発生して、封水深が浅くなっていたとしても、下流に配置される自封式排水トラップ61の止水部612が強固に密着して閉塞しているため、破封が発生することがない。
そして、自封式排水トラップ61の止水部612が当接して密着していることから、排水管3内を閉塞することができ、排水トラップとしての機能を果たし、排水が終了する。
また、自封式排水トラップ61の第二流出口82より下流側は、排水終了後、下水側からの通気により負圧を解消されており、気圧調整室5の内部空間のみがその上流また下流に対して負圧になっている。
また、第二次流出口82より下流の排水管3で誘導サイホンが発生して管内の空気圧が変動したとしても、気圧調整室5内で空気圧が一定に保たれている為止水部612が開口してしまうことなどなく、水封式排水トラップなどで発生していた破封、封水損失現象が発生することがない。
The drainage flow of the drainage device is as follows. Waste water generated in the tank body 1 is discharged from the drain port 2 of the tank body 1 to the drain pipe 3 and flows into the drain pipe 3. Drainage in the drainage pipe 3 flows into a water seal 4 connected to the drainage pipe 3.
As shown in FIG. 4, the drainage flows into the water reservoir 41 of the water seal 4 from the primary inlet 71 of the water seal 4, passes through the inflow leg 44, and passes through the lower space of the lower limit wall 42. pass. The drainage that has passed under the lower limit wall 42 flows into the outflow leg 45 and reaches the upper end of the upper limit wall 43. The drainage that has reached the upper end of the upper limit wall 43 passes through the space on the upper end surface 431 that is the top surface of the upper limit wall 43, is discharged from the water reservoir 41, and is adjusted from the primary outlet 81 of the water seal 4. Water is passed into the chamber 5 and drained to the outside of the water seal 4.
Drainage that has flowed into the pressure control chamber 5 is drained to the secondary inlet 72. At this time, the pressure adjustment chamber 5 has a negative pressure due to the flow of the waste water.
The waste water drained into the secondary inlet 72 passes through the inner periphery of the cylindrical body 611 of the self-sealing drain trap 61 that is a valve body, reaches the tapered water stop 612, as shown in FIG. The water stop 612 is opened by water pressure. When the water stop portion 612 is opened, the drainage is drained from the secondary outlet 82 composed of the opened water stop portion 612 to the outside of the self-sealing drain trap 61. The waste water drained from the secondary outlet 82 passes through the drain pipe 3 and is finally drained to the sewer pipe.
In addition, the arrangement | positioning in the same system as the drainage pipe 3 points out the meaning of piping to the same drainage system.
Moreover, when the drainage from the drainage port 2 is finished, the overflowing water from the upper limit wall 43 in the water reservoir 41 is finished, and the water stop part 612 of the self-sealing drain trap 61 is closed. At this time, since the space in the atmospheric pressure adjustment chamber 5 is a negative pressure, it is favorably applied to the inner peripheral surface of the self-sealing drain trap 61 and the water stop portion 612. This is a pressure applied so that the self-sealing drain trap 61 itself is pulled up or sucked up to the pressure adjusting chamber 5 side as shown by the arrow direction in FIG. Therefore, the water stop part 612 of the self-sealing drain trap 61 can abut strongly without a gap. And the water stop part 612 of the self-sealing drain trap 61 part contacts, and at the same time, the water level of the water reservoir 41 of the water seal part 4 is also stabilized. 1, the water level on the outflow leg 45 side is located at the upper end of the upper limit wall 43, and the water level on the inflow leg 44 side is located at the lower end of the lower limit wall 42, as shown in FIG. That is, a water level difference occurs between the inflow leg 44 and the outflow leg 45 side. This occurs because the air pressure in the air pressure adjusting chamber 5 on the outflow leg 45 side is a negative pressure, and the air pressure applied to the inflow leg 44 side is the atmospheric pressure. Even if the water level difference occurs and the sealing depth is shallow, the water blocking portion 612 of the self-sealing drain trap 61 disposed downstream is tightly closed and closed, and therefore, the sealing may occur. There is no.
And since the water stop part 612 of the self-sealing drain trap 61 is in contact and in close contact, the inside of the drain pipe 3 can be closed, functioning as a drain trap, and draining is completed.
Further, the downstream side of the second outlet 82 of the self-sealing drain trap 61 is freed from negative pressure by the ventilation from the sewage side after drainage is completed, and only the internal space of the pressure control chamber 5 is upstream or downstream. In contrast, the pressure is negative.
Even if the induction siphon is generated in the drain pipe 3 downstream from the secondary outlet 82 and the air pressure in the pipe fluctuates, the water stop portion 612 is opened because the air pressure is kept constant in the air pressure adjusting chamber 5. There will be no breakage or water loss phenomenon that has occurred in water-sealed drain traps.

本実施例の排水装置は、洗面台に用いられる洗面ボウルに用いられ、図5乃至図6に示すとともに、下記に記載する、槽体1と、排水口2と、排水管3と、弁体部6と、水封部4と、気圧調整室5と、から構成される。
槽体1は、本実施例では洗面ボウルであって、内部に水などの流体を貯水/排水する箱体から成る。
排水口2は、槽体1底面に開口される穴であって、槽体1内部の水を槽体1外へと排出する開口である。本実施例では、排水口2は後述の排水管3が接続されており、排水口2と排水管3を介して槽体1内の水は最終的には下水管へと排水される。
排水管3は、排水口2に接続される管体であって、排水口2から下水管までを接続する。また、当該下水管は、下水からの害虫や異臭を室内側へ逆流させないように備えられる水封部4及び弁体部6から成る排水装置が取り付けられる。
The drainage apparatus of the present embodiment is used in a wash bowl used for a washstand, and is shown in FIGS. 5 to 6 and described below, a tank body 1, a drain port 2, a drain pipe 3, and a valve body. The unit 6, the water sealing unit 4, and the atmospheric pressure adjustment chamber 5 are configured.
The tank body 1 is a wash bowl in this embodiment, and is composed of a box body that stores / drains fluid such as water.
The drain port 2 is a hole that is opened in the bottom surface of the tank body 1 and is an opening that discharges water inside the tank body 1 to the outside of the tank body 1. In this embodiment, a drain pipe 3 to be described later is connected to the drain port 2, and the water in the tank body 1 is finally drained to the sewer pipe through the drain port 2 and the drain pipe 3.
The drain pipe 3 is a pipe connected to the drain port 2 and connects the drain port 2 to the sewer pipe. Moreover, the drainage apparatus which consists of the water seal part 4 and the valve body part 6 with which the said sewer pipe is equipped so that the pest and strange odor from a sewage may not flow backward indoors is attached.

弁体部6は、前記排水口2からの排水管3に配管される為、水封部4下流に配置される。弁体部6は、管内経路を常時閉塞しているが、管内経路に排水が発生した時は管内経路を開口して、排水口2からの排水は下水へと排水するが、下水からの臭気や害虫の室内側への逆流を防ぐ排水トラップ機能を有するものである。
また、本実施例では、弁体部6として、図5、図6に示すように自封式排水トラップ61を用いる。
また、弁体部6の中心軸は、水封部4の流入脚44と略平行となるように配置されている。
弁体部6としての自封式排水トラップ61は、第一次流入口71と、第一次流出口81と、筒状体611と、止水部612と、から構成される。
第一次流入口71は、自封式排水トラップ61内部に排水を流入する為の開口であって、排水口2から垂下して構成される排水管3の下流に配置される。
筒状体611は、ゴムやエラストマーなどの軟質弾性部材から構成されるとともに、前記第一次流入口71に接続される上方が開放された円筒状の部材である。
止水部612は、筒上部から連続して下流側先端方向に向かって先細となるように構成され、その先端が水密的に当接する。この止水部612は、排水が通過した際は、自身の弾性により開口して、下流側へと通水することができる。排水が終了すると、止水部612は自身の弾性による復元力により、先端が水密的に当接するように構成される。
第一次流出口81は、止水部612が開口した際に発生する排水の通過口である。第一次流出口81から下流には、更に排水管3が接続されて、第一次流出口81から発生した排水は、排水管3のさらに下流に配置された水封部4へと排水されることとなる。
Since the valve body portion 6 is piped to the drain pipe 3 from the drain port 2, it is arranged downstream of the water seal portion 4. The valve body 6 always closes the pipe path, but when drainage occurs in the pipe path, the pipe path is opened and the drainage from the drain port 2 drains into the sewage, but the odor from the sewage It has a drain trap function to prevent backflow of insects and insects into the room.
In this embodiment, a self-sealing drain trap 61 is used as the valve body 6 as shown in FIGS.
Further, the central axis of the valve body portion 6 is disposed so as to be substantially parallel to the inflow leg 44 of the water seal portion 4.
The self-sealing drain trap 61 as the valve body 6 includes a primary inlet 71, a primary outlet 81, a tubular body 611, and a water stop 612.
The primary inflow port 71 is an opening for allowing drainage to flow into the self-sealing drain trap 61, and is disposed downstream of the drain pipe 3 that is suspended from the drain port 2.
The cylindrical body 611 is a cylindrical member that is composed of a soft elastic member such as rubber or elastomer and that is open at the top connected to the primary inlet 71.
The water-stop portion 612 is configured to taper continuously toward the downstream tip direction from the top of the cylinder, and the tip of the water-stop portion 612 is in watertight contact. When the drainage passes, the water stop portion 612 is opened by its own elasticity and can pass water downstream. When the drainage is completed, the water stop portion 612 is configured such that the tip comes into watertight contact with a restoring force due to its own elasticity.
The primary outlet 81 is a passage for drainage generated when the water stop 612 is opened. The drainage pipe 3 is further connected downstream from the primary outlet 81, and the wastewater generated from the primary outlet 81 is drained to the water seal 4 disposed further downstream of the drainage pipe 3. The Rukoto.

水封部4は、図5に示すように、第二次流入口72、第二次流出口82、下限壁42、上限壁43、流入脚44、流出脚45、水溜部41を構成している。また、第二次流出口82と流入脚44の中心軸が同軸にならないよう構成されている。
第二次流入口72は、自封式排水トラップ61の第一次流出口81からの排水が、後述の気圧調整室5を介して水封部4内に流入させるための入り口であって、第二次流入口72から流入した排水は、後述の流入脚44へと流入する。本実施例では、自封式排水トラップ61から配管して構成される管体である。
第二次流出口82は、水封部4内の排水を水封部4外へと排水するための出口であって、後述の流出脚45からの排水が、水溜部41外、すなわち水封部4の外部へと排水する為の流出口8である。本実施例では、後述の上限壁43より下流に配置されて、垂下して構成される管体である。また、第二次流出口82には排水管3が接続されており、当該排水管3は最終的には下水管へと排水される。
下限壁42は、第二次流入口72から水封部4内に垂下して構成される壁であって、後述の水溜部41の封水深の下限を構成する。また、本実施例では第二次流入口72からの管体をそのまま垂下して下限壁42を構成しているため、下限壁42は円筒状の壁で構成される。
上限壁43は、水封部4の水溜部41底部から上方に向かって立ち上がる壁であって、水溜部41の上限及び、封水深の上限を構成する。また、上限壁43の天面には上端面431を構成しており、水封部4内の排水は、当該上端面431の上を通過して第二次流出口82側へと排出される。
流入脚44は、水封部4の排水が流入する部位であって、本実施例では、水封部4に排水が流入する第二次流入口72の側の管体である。本実施例では、流入脚44と流出脚45の脚断面積比はおよそ流入脚1:流出脚2となる。尚、流入脚44の脚断面積より流出脚45の脚断面積が大きければ大きいほど破封防止の効果を奏する。
流出脚45は、水封部4の排水が流出する部位であって、下限壁42から上限壁43最上端までの部分である。本実施例では、流入脚44と流出脚45の脚断面積比をおよそ流入脚1:流出脚2としている。
水溜部41は、常時排水の一部が貯水することで、上流に配置される気圧調整室5の気圧を維持する為に封水深を備えたものである。当該封水深は、下限壁42下端から上限壁43上端までに貯水している排水部分、又は、下限壁42下端から上限壁43上端までの垂直距離を指す。当該封水深によって、下流の排水管3側の空気を遮断する。また、水溜部41内の水位としては、排水が終了して上流の止水部612が閉口すると、水溜部41内に止水部612から流入脚44の水位上面までの空気は逃げ道が無くなり遮断される。このとき、流出脚45側の水位は上限壁43の上端に位置しているが、流出脚45の水面にかかる大気圧により、水溜部41の水は流入脚44側の方向へ戻ろうとする力が働き、流入脚44側の水位を流出脚45側の水位と等しくなろうとする。しかし、気圧調整室5内の空気は弁体部6の止水部612が閉口していることにより密閉されて逃げ道が無いため、流入脚44の水位が押し上げられた分だけ、気圧調整室5内の空気圧が正圧となる。また、図5に示すように、流出脚45側の水位は、流入脚44側へ押し上げた分だけ、水位が低くなる。よって、流入脚44の水位と比較して、流出脚45側の水位のほうが高くなる。
尚、本発明においては、図5に示すように上流に弁体部6としての自封式排水トラップ61を構成しているので、当該水封部4はいわゆる「水封式排水トラップ」として機能するものではなく、気圧調整室5内の空気圧を一定に保つ為に備えられるものである。
また、当該水封部4は、上流に排水トラップ機能として弁体部6を配置する為、封水深(封水深部分)は50mm未満でも下水側の排水管3から閉塞するという目的は達成できる。よって封水深を低く設定できるので、水封部4の高さを低くでき、排水装置全体をコンパクトにすることができる。
As shown in FIG. 5, the water sealing portion 4 includes a secondary inlet 72, a secondary outlet 82, a lower limit wall 42, an upper limit wall 43, an inflow leg 44, an outflow leg 45, and a water reservoir 41. Yes. Moreover, it is comprised so that the center axis | shaft of the secondary outflow port 82 and the inflow leg 44 may not become coaxial.
The secondary inlet 72 is an inlet for allowing drainage from the primary outlet 81 of the self-sealing drain trap 61 to flow into the water seal portion 4 via the atmospheric pressure adjustment chamber 5 described later. The wastewater that flows in from the secondary inlet 72 flows into an inflow leg 44 described later. In the present embodiment, the pipe body is configured by piping from the self-sealing drain trap 61.
The secondary outlet 82 is an outlet for draining the drainage in the water seal 4 to the outside of the water seal 4, and drainage from an outflow leg 45 described later is outside the water reservoir 41, that is, a water seal. An outlet 8 for draining the outside of the part 4. In the present embodiment, it is a tubular body that is arranged downstream of an upper limit wall 43 described later and is suspended. Further, the drain pipe 3 is connected to the secondary outlet 82, and the drain pipe 3 is finally drained into the sewer pipe.
The lower limit wall 42 is a wall configured to hang down from the secondary inlet 72 into the water seal portion 4, and constitutes a lower limit of the seal depth of the water reservoir portion 41 described later. Further, in the present embodiment, the lower limit wall 42 is configured by hanging the pipe body from the secondary inlet 72 as it is, so that the lower limit wall 42 is configured by a cylindrical wall.
The upper limit wall 43 is a wall that rises upward from the bottom of the water reservoir 41 of the water seal 4 and constitutes the upper limit of the water reservoir 41 and the upper limit of the seal depth. Moreover, the upper end surface 431 is comprised in the top | upper surface of the upper limit wall 43, and the waste_water | drain in the water seal part 4 passes the said upper end surface 431, and is discharged | emitted to the secondary outlet 82 side. .
The inflow leg 44 is a portion into which the drainage of the water seal portion 4 flows, and in this embodiment, the inflow leg 44 is a tube on the side of the secondary inlet 72 where the drainage flows into the water seal portion 4. In this embodiment, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2. It should be noted that the larger the leg cross-sectional area of the outflow leg 45 than the leg cross-sectional area of the inflow leg 44, the greater the effect of preventing breakage.
The outflow leg 45 is a portion from which the drainage of the water seal portion 4 flows out, and is a portion from the lower limit wall 42 to the uppermost end of the upper limit wall 43. In this embodiment, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2.
The water reservoir 41 is provided with a sealed depth in order to maintain the atmospheric pressure of the atmospheric pressure adjusting chamber 5 arranged upstream by storing a part of the drainage at all times. The sealing water depth refers to a drainage part storing water from the lower end of the lower limit wall 42 to the upper end of the upper limit wall 43 or a vertical distance from the lower end of the lower limit wall 42 to the upper end of the upper limit wall 43. The air on the downstream drainage pipe 3 side is blocked by the sealing depth. In addition, as the water level in the water reservoir 41, when drainage is completed and the upstream water stop 612 is closed, the air from the water stop 612 to the water level upper surface of the inflow leg 44 disappears in the water reservoir 41 and is blocked. Is done. At this time, the water level on the outflow leg 45 side is located at the upper end of the upper limit wall 43, but the force of the water in the water reservoir 41 returning to the inflow leg 44 side due to the atmospheric pressure applied to the water surface of the outflow leg 45. Acts to make the water level on the inflow leg 44 side equal to the water level on the outflow leg 45 side. However, since the air in the air pressure adjusting chamber 5 is sealed by the closing of the water stop portion 612 of the valve body portion 6 and there is no escape path, the air pressure adjusting chamber 5 is increased by the amount that the water level of the inflow leg 44 is pushed up. The air pressure inside becomes positive. Further, as shown in FIG. 5, the water level on the outflow leg 45 side is lowered by the amount pushed up to the inflow leg 44 side. Therefore, the water level on the outflow leg 45 side is higher than the water level on the inflow leg 44.
In the present invention, as shown in FIG. 5, since the self-sealing drain trap 61 as the valve body portion 6 is configured upstream, the water sealing portion 4 functions as a so-called “water sealing drain trap”. It is not a thing, but is provided in order to keep the air pressure in the air pressure adjusting chamber 5 constant.
Moreover, since the said water sealing part 4 arrange | positions the valve body part 6 as a drain trap function upstream, even if the sealing depth (sealed depth part) is less than 50 mm, the objective of obstruct | occluding from the drain pipe 3 of the sewer side can be achieved. Therefore, since the sealing water depth can be set low, the height of the water sealing part 4 can be made low and the whole drainage apparatus can be made compact.

気圧調整室5は、前述の自封式排水トラップ61と水封部4の間に配置される空間であって、本実施例においては常時正圧となるように構成される。具体的には、自封式排水トラップ61の筒状体611内周面及び止水部612より下流であって、流入脚44の水面までの区切られた密閉空間である。
この気圧調整室5の空間の密閉は、弁体部6としての自封式配水トラップの止水部612と、水封部4の水溜部41による密閉により達成される。
また、気圧調整室5内の正圧発生源は、以下のとおりである。図5に示すように、排水が終了して上流の止水部612が閉口すると、水溜部41内に止水部612から流入脚44の水位上面までの空気は逃げ道が無くなり遮断される。このとき、流出脚45側の水位は上限壁43の上端に位置しているが、流出脚45の水面にかかる大気圧により、水溜部41の水は流入脚44側の方向へ戻ろうとする力が働き、流入脚44側の水位を流出脚45側の水位と等しくなろうとする。しかし、気圧調整室5内の空気は弁体部6の止水部612が閉口していることにより密閉されて逃げ道が無いため、流入脚44の水位が押し上げられた分だけ、気圧調整室5内の空気圧が正圧となる。また、流出脚45側の水位は、流入脚44側へ押し上げた分だけ、水位が低くなる。よって、図5に示すように、流入脚44の水位と比較して、流出脚45側の水位のほうが高くなる。このようにして、気圧調整室5内の気圧が正圧となる。
また、気圧調整室5内の正圧によって、上流に配置される軟質の弾性部材から成る自封式排水トラップ61の下流側表面にも良好に正圧が加わり、自封式排水トラップ61の止水部612同士がより強固に当接する。仮に、経年劣化等で止水部612の復元力が弱まって止水部612の密着が薄い場合であっても、図6に示すように、気圧調整室5内の正圧によって、自封式排水トラップ61の止水部612同士が密着することができる。
The air pressure adjusting chamber 5 is a space disposed between the above-described self-sealing drain trap 61 and the water sealing portion 4 and is configured to always have a positive pressure in this embodiment. Specifically, it is a sealed space partitioned from the inner peripheral surface of the cylindrical body 611 of the self-sealing drain trap 61 and the water stop portion 612 to the water surface of the inflow leg 44.
Sealing of the space of the atmospheric pressure adjusting chamber 5 is achieved by sealing with a water stop portion 612 of a self-sealing water distribution trap as the valve body portion 6 and a water reservoir portion 41 of the water sealing portion 4.
Moreover, the positive pressure generation sources in the atmospheric pressure adjusting chamber 5 are as follows. As shown in FIG. 5, when drainage is completed and the upstream water stop 612 is closed, the air from the water stop 612 to the water level upper surface of the inflow leg 44 is blocked in the water reservoir 41 because there is no escape path. At this time, the water level on the outflow leg 45 side is located at the upper end of the upper limit wall 43, but the force of the water in the water reservoir 41 returning to the inflow leg 44 side due to the atmospheric pressure applied to the water surface of the outflow leg 45. Acts to make the water level on the inflow leg 44 side equal to the water level on the outflow leg 45 side. However, since the air in the air pressure adjusting chamber 5 is sealed by the closing of the water stop portion 612 of the valve body portion 6 and there is no escape path, the air pressure adjusting chamber 5 is increased by the amount that the water level of the inflow leg 44 is pushed up. The air pressure inside becomes positive. Further, the water level on the outflow leg 45 side is lowered by the amount pushed up to the inflow leg 44 side. Therefore, as shown in FIG. 5, the water level on the outflow leg 45 side is higher than the water level on the inflow leg 44. In this way, the atmospheric pressure in the atmospheric pressure adjustment chamber 5 becomes a positive pressure.
Further, due to the positive pressure in the atmospheric pressure adjusting chamber 5, the positive pressure is also well applied to the downstream surface of the self-sealing drain trap 61 made of a soft elastic member disposed upstream, and the water stopping portion of the self-sealing drain trap 61. 612 contact each other more firmly. Even if the restoring force of the water stop part 612 is weakened due to deterioration over time or the like and the close contact of the water stop part 612 is thin, self-sealing drainage due to the positive pressure in the pressure adjustment chamber 5 as shown in FIG. The water stop portions 612 of the trap 61 can be in close contact with each other.

上記の排水装置の排水の流れは以下のようになる。槽体1内に発生した排水は、槽体1の排水口2から排水管3へと排出され、排水管3へ流入する。排水管3内の排水は排水管3に接続された第一次流入口71へと排水が流入する。
排水は、弁体部6である自封式排水トラップ61の第一次流入口71より自封式排水トラップ61の筒状体611内周を通過し、先細の止水部612へ到達し、排水の水圧によって止水部612を開口させる。止水部612が開口すると、排水は開口した止水部612からなる第一次流出口81から自封式排水トラップ61外部へと排水される。第一次流出口81から排水された排水は、気圧調整室5へ流入する。
気圧調整室5内に流入した排水は、第二次流入口72へと排水され、水封部4の水溜部41内に流入し、流入脚44を通過して、下限壁42の下部空間を通過する。下限壁42の下方を通過した排水は、流出脚45へと流入し、上限壁43上端まで到達する。上限壁43上端に到達した排水は、上限壁43の天面である上端面431上の空間を通過し、水溜部41から排出されて、水封部4の第二次流出口82から水封部4の外部へと排水される。第二次流出口82から排水された排水は、排水管3を通過し、最終的には下水管へと排水される。なお、排水管3と同系統に配設とは、同じ排水系統に配管するという意味を指す。
また、排水口2からの排水が終了すると、まず自封式排水トラップ61の止水部612が当接する。止水部612が当接すると、排水口2から気圧調整室5内への空気の流入が遮断されるとともに、気圧調整室5の下流に配置される水封部4の水溜部41によって下流も遮断される。排水が終了して上流の止水部612が閉口すると、水溜部41内に止水部612から流入脚44の水位上面までの空気は逃げ道が無くなり遮断される。このとき、流出脚45側の水位は上限壁43の上端に位置しているが、流出脚45の水面にかかる大気圧により、水溜部41の水は流入脚44側の方向へ戻ろうとする力が働き、流入脚44側の水位を流出脚45側の水位と等しくなろうとする。しかし、気圧調整室5内の空気は弁体部6の止水部612が閉口していることにより密閉されて逃げ道が無いため、流入脚44の水位が押し上げられた分だけ、気圧調整室5内の空気圧が正圧となる。また、流出脚45側の水位は、流入脚44側へ押し上げた分だけ、水位が低くなる。よって、図5のように流入脚44の水位と比較して、流出脚45側の水位のほうが高くなる。そうすると、気圧調整室5内の気圧が正圧となる。このとき、気圧調整室5の空間内は正圧となっているので、良好に自封式排水トラップ61の外周面(下流側表面)及び止水部612に加わる。これは、図6の矢印方向に示すように、自封式排水トラップ61自体が排水口2側へと押し上げられるように加わる圧力である。よって、自封式排水トラップ61部の止水部612は隙間無く強力に当接する事ができる。そして、自封式排水トラップ61の止水部612が当接して密着していることから、排水管3内を閉塞することができ、排水トラップとしての機能を果たし、排水が終了する。
また、第二次流出口82より下流の排水管3で誘導サイホンが発生して管内の空気圧が変動したとしても、気圧調整室5内で空気圧が一定に保たれている為水封部4の封水損失が発生してしまうことなどなく、従来の水封式排水トラップなどで発生していた破封、封水損失現象が発生することがない。
The drainage flow of the drainage device is as follows. Waste water generated in the tank body 1 is discharged from the drain port 2 of the tank body 1 to the drain pipe 3 and flows into the drain pipe 3. Drainage in the drainage pipe 3 flows into the primary inlet 71 connected to the drainage pipe 3.
The drainage passes through the inner periphery of the cylindrical body 611 of the self-sealing drain trap 61 from the primary inlet 71 of the self-sealing drain trap 61 which is the valve body 6, reaches the tapered water stop 612, The water stop 612 is opened by water pressure. When the water stop portion 612 is opened, the drainage is drained from the primary outlet 81 composed of the opened water stop portion 612 to the outside of the self-sealing drain trap 61. Drainage drained from the primary outlet 81 flows into the pressure adjustment chamber 5.
The wastewater that has flowed into the pressure adjustment chamber 5 is drained into the secondary inlet 72, flows into the water reservoir 41 of the water seal 4 and passes through the inflow leg 44 to pass through the lower space of the lower limit wall 42. pass. The drainage that has passed under the lower limit wall 42 flows into the outflow leg 45 and reaches the upper end of the upper limit wall 43. The drainage that has reached the upper end of the upper limit wall 43 passes through the space on the upper end surface 431 that is the top surface of the upper limit wall 43, is discharged from the water reservoir 41, and is sealed from the secondary outlet 82 of the water seal 4. Drained to the outside of the section 4. The waste water drained from the secondary outlet 82 passes through the drain pipe 3 and is finally drained to the sewer pipe. In addition, the arrangement | positioning in the same system as the drainage pipe 3 points out the meaning of piping to the same drainage system.
Further, when drainage from the drainage port 2 is completed, first, the water stop portion 612 of the self-sealing drain trap 61 comes into contact. When the water stop portion 612 comes into contact, the inflow of air from the drain port 2 into the atmospheric pressure adjustment chamber 5 is blocked, and the water reservoir 41 of the water seal portion 4 disposed downstream of the atmospheric pressure adjustment chamber 5 also causes the downstream. Blocked. When the drainage is finished and the upstream water stop 612 is closed, the air from the water stop 612 to the water level upper surface of the inflow leg 44 is blocked in the water reservoir 41 because there is no escape path. At this time, the water level on the outflow leg 45 side is located at the upper end of the upper limit wall 43, but the force of the water in the water reservoir 41 returning to the inflow leg 44 side due to the atmospheric pressure applied to the water surface of the outflow leg 45. Acts to make the water level on the inflow leg 44 side equal to the water level on the outflow leg 45 side. However, since the air in the air pressure adjusting chamber 5 is sealed by the closing of the water stop portion 612 of the valve body portion 6 and there is no escape path, the air pressure adjusting chamber 5 is increased by the amount that the water level of the inflow leg 44 is pushed up. The air pressure inside becomes positive. Further, the water level on the outflow leg 45 side is lowered by the amount pushed up to the inflow leg 44 side. Therefore, the water level on the outflow leg 45 side is higher than the water level on the inflow leg 44 as shown in FIG. Then, the atmospheric pressure in the atmospheric pressure adjustment chamber 5 becomes a positive pressure. At this time, since the space in the pressure adjusting chamber 5 is positive, it is favorably applied to the outer peripheral surface (downstream surface) of the self-sealing drain trap 61 and the water stop portion 612. This is the pressure applied so that the self-sealing drain trap 61 itself is pushed up toward the drain port 2 as shown by the arrow direction in FIG. Therefore, the water stop part 612 of the self-sealing drain trap 61 part can abut strongly without a gap. And since the water stop part 612 of the self-sealing drain trap 61 is in contact and in close contact, the inside of the drain pipe 3 can be closed, functioning as a drain trap, and draining is completed.
Further, even if the induction siphon is generated in the drain pipe 3 downstream from the secondary outlet 82 and the air pressure in the pipe fluctuates, the air pressure in the water pressure adjustment chamber 5 is kept constant, so There is no occurrence of sealing water loss, and the phenomenon of breakage and sealing water loss that occurs in conventional water-sealed drain traps does not occur.

本発明は前記した実施例のほか、特許請求の範囲を越えない範囲で適宜変更は可能である。
図7及び図8で示したように、水封部4と弁体部6の間に気圧調整室5を配置した排水装置において、弁体部6の中心軸を、水封部4の流入脚44と略直交となるように配置しても良い。このように、弁体部6の配置方向は、弁体部6の形状や構造によって変更したり、配管レイアウトによって適宜変更することができる。
In addition to the above-described embodiments, the present invention can be modified as appropriate without departing from the scope of the claims.
As shown in FIGS. 7 and 8, in the drainage device in which the atmospheric pressure adjusting chamber 5 is disposed between the water seal portion 4 and the valve body portion 6, the central axis of the valve body portion 6 is set as the inflow leg of the water seal portion 4. You may arrange | position so that it may become substantially orthogonal to 44. Thus, the arrangement direction of the valve body 6 can be changed according to the shape and structure of the valve body 6 or can be changed as appropriate according to the piping layout.

図9に示したように、弁体部6を前記実施例で示した自封式排水トラップ61以外の構造の弁体部6を用いてもよい。このときの弁体部6構造としては、排水管経路内部を常時閉塞するが、排水が発生時には排水管3内経路を開口する弁構造であれば良い。
図9に示したその他の実施例では、弁体部6の中心軸は水封部4の流入脚44の中心軸に略直交となるように配置されている。また、弁体部6は、円盤状の止水部612が、ヒンジを支点とする軸によって取り付けられて、ヒンジを支点として止水部612が回動するように構成される、いわゆるチャッキバルブ構造の弁体部6が採用されている。この実施例では、弁体部6の下流に気圧調整室5が配置構成されており、該気圧調整室5内は常時正圧に調整されている為、正圧により止水部612は常時弁座への着座方向へ押圧されている。正圧による押圧によって、止水部612は弁座に隙間無く当接することができ、完全に止水・密着が可能となる。よって排水管3内を常時閉塞することができる。また、排水が発生すると、排水の水圧により止水部612がヒンジを支点として回動して、排水管経路を開口し、排水を下流へと排水することができる。
また、図9に示した実施例では、弁体部6を水封部4より上流に配置しているが、弁体部6を水封部4より下流に配置してもよい。この場合には、気圧調整室5内部は負圧となり、気圧調整室5より下流に配設されている弁体部6の止水部612は、気圧調整室5の負圧により、常時閉口方向に引っ張られる力(吸引)が加わる。よって、止水部612は負圧の力により、止水部612が引き上げあれ、弁座に隙間無く当接することができ、完全に止水・密着が可能となる。よって排水管3内を常時閉塞することができる。また、排水が発生すると、排水の水圧により止水部612がヒンジを支点として回動して、排水管経路を開口し、排水を下流へと排水することができる。
尚、このようにヒンジ式であったり、回転式の弁体部6を排水管3の排水トラップとして用いる場合、常時閉塞型の弁体部6とする為には、別途重りやバネ、又は電気や磁石を用いて弁体部6を常時閉塞にせねばならず、装置が大がかりになったり、電気代や定期的なメンテナンスが必要であったが、本発明においては、電気制御も不要であるし、定期的なメンテナンスも不要となる。従って、電気代不要のコストメリットもあり、更に、装置が大がかりにならず省スペースで簡単な構造のものとなり、使用者にとっては非常にメリットがあるものである。
As shown in FIG. 9, the valve body 6 having a structure other than the self-sealing drain trap 61 shown in the above embodiment may be used as the valve body 6. The structure of the valve body 6 at this time always closes the inside of the drain pipe path, but may be a valve structure that opens the path in the drain pipe 3 when drainage occurs.
In the other embodiment shown in FIG. 9, the central axis of the valve body portion 6 is arranged so as to be substantially orthogonal to the central axis of the inflow leg 44 of the water seal portion 4. Further, the valve body portion 6 is a so-called check valve structure in which a disc-shaped water-stop portion 612 is attached by a shaft having a hinge as a fulcrum, and the water-stop portion 612 rotates with the hinge as a fulcrum. The valve body portion 6 is employed. In this embodiment, an atmospheric pressure adjusting chamber 5 is arranged downstream of the valve body 6 and the atmospheric pressure adjusting chamber 5 is constantly adjusted to a positive pressure. It is pressed in the seating direction to the seat. By pressing with positive pressure, the water stop portion 612 can contact the valve seat without any gap, and water stop and contact can be completely achieved. Therefore, the inside of the drain pipe 3 can be closed constantly. In addition, when drainage occurs, the water stop portion 612 rotates with the hinge as a fulcrum by the water pressure of the drainage, opens the drainage pipe path, and drains the drainage downstream.
In the embodiment shown in FIG. 9, the valve body portion 6 is arranged upstream of the water sealing portion 4, but the valve body portion 6 may be arranged downstream of the water sealing portion 4. In this case, the inside of the atmospheric pressure adjusting chamber 5 has a negative pressure, and the water stop portion 612 of the valve body 6 disposed downstream from the atmospheric pressure adjusting chamber 5 is normally closed due to the negative pressure of the atmospheric pressure adjusting chamber 5. A pulling force (suction) is applied. Therefore, the water stop portion 612 can be lifted up by the negative pressure force, and can be brought into contact with the valve seat without any gap, and water stop and contact can be completely achieved. Therefore, the inside of the drain pipe 3 can be closed constantly. In addition, when drainage occurs, the water stop portion 612 rotates with the hinge as a fulcrum by the water pressure of the drainage, opens the drainage pipe path, and drains the drainage downstream.
When the hinge-type or rotary-type valve body 6 is used as a drain trap of the drain pipe 3 as described above, a separate weight, spring, or electric The valve body section 6 must be closed at all times using a magnet and a magnet, and the apparatus becomes large-scale, and the electric bill and periodic maintenance are necessary. However, in the present invention, electric control is also unnecessary. Regular maintenance is also unnecessary. Therefore, there is a cost merit that does not require an electricity bill. Furthermore, the apparatus is not large and has a space-saving and simple structure, which is very advantageous for the user.

図10及び図11で示したように、水封部4を前記実施例で示したいわゆる隔壁トラップ形状以外の構造の水封部4を用いてもよい。このときの水封部4としては、水封による封止機能を有する封水深を備える構造であれば良い。
図10に示したその他の実施例では、水封部4を、管体を略U字状に屈曲させて構成した、いわゆるSトラップ形状としている。当該実施例では、上流側に水封部4としてのSトラップ、気圧調整室5を介して水封部4より下流に弁体部6を構成している。尚、この実施例での弁体部6は、自封式排水トラップ61を用いている。
この実施例での水封部4は、管体をU字状に屈曲させることで、管体内部の壁で上限壁43及び下限壁42を構成する。また、上限壁43の天面には上端面431を構成しており、水封部4内の排水は、当該上端面431の上を通過して第一流出口側へと排出される。尚、上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の最短距離TLの肉厚とは、図10及び図11で示すTLの距離である。そして、当該図10、図11で示すTLの距離は、水封部4の上端面431を含む切断面(図10のA−A’断面図、即ち図11)の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、上端面431の上限壁43内周から流出口8までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
また、下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短距離WLとは、図10及び図11で示すWLの距離である。この図10、図11で示すWLの距離は、水封部4の上端面431を含む切断面の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、下限壁42から上限壁43までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
流入脚44は、水封部4の排水が流入する部位であって、本実施例では、水封部4に排水が流入する排水口2(器具)側の管体である。本実施例では図11に示すように、流入脚44と流出脚45の脚断面積比は流入脚1:流出脚2となる。流入脚44の脚断面積より流出脚45の脚断面積が大きければ大きいほど破封防止の効果を奏する。
流出脚45は、水封部4の排水が流出する部位であって、下限壁42から上限壁43最上端までの部分である。
本実施例では、図11に示すように、流入脚44と流出脚45の脚断面積比を流入脚1:流出脚2としている。
このように、管体を屈曲させたSトラップ形状の水封部4においても、効果的に破封を防止することができる。
As shown in FIGS. 10 and 11, the water sealing portion 4 having a structure other than the so-called partition trap shape shown in the above embodiment may be used. As the water sealing part 4 at this time, what is necessary is just a structure provided with the sealing water depth which has the sealing function by water sealing.
In another embodiment shown in FIG. 10, the water sealing portion 4 has a so-called S trap shape in which a tubular body is bent in a substantially U shape. In this embodiment, the valve body portion 6 is configured downstream of the water seal portion 4 via the S trap as the water seal portion 4 and the atmospheric pressure adjustment chamber 5 on the upstream side. The valve body 6 in this embodiment uses a self-sealing drain trap 61.
The water seal portion 4 in this embodiment forms the upper limit wall 43 and the lower limit wall 42 with the walls inside the tube body by bending the tube body into a U shape. Moreover, the upper end surface 431 is comprised in the top | upper surface of the upper limit wall 43, and the waste_water | drain in the water seal part 4 passes the said upper end surface 431, and is discharged | emitted to the 1st outflow port side. The thickness of the shortest distance TL of the end portion of the upper end surface 431 facing the lower limit wall 42 and the shortest distance from the end portion of the upper end surface 431 facing the outflow port 8 is shown in FIGS. TL distance indicated by 11. The distance TL shown in FIGS. 10 and 11 excludes the upper limit wall 43 of the cut surface (the AA ′ cross-sectional view of FIG. 10, that is, FIG. 11) including the upper end surface 431 of the water seal portion 4. It is longer than the maximum wall thickness of the water seal 4. By configuring in this way, the distance from the inner periphery of the upper limit wall 43 of the upper end surface 431 to the outlet 8 can be made longer than that of the conventional drainage device. Sealing can be prevented.
Further, the shortest distance WL between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42 is the distance of WL shown in FIGS. The distance of WL shown in FIGS. 10 and 11 is configured to be longer than the maximum thickness of the water seal portion 4 excluding the upper limit wall 43 at the cut surface including the upper end surface 431 of the water seal portion 4. By comprising in this way, the distance from the lower limit wall 42 to the upper limit wall 43 can be made longer than the conventional drainage apparatus, and by doing in this way, the sealing in the water reservoir 41 can be prevented. it can.
The inflow leg 44 is a portion into which the drainage of the water seal portion 4 flows, and in this embodiment, the inflow leg 44 is a tube on the drain outlet 2 (apparatus) side through which the drainage flows into the water seal portion 4. In this embodiment, as shown in FIG. 11, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is inflow leg 1: outflow leg 2. As the leg cross-sectional area of the outflow leg 45 is larger than the leg cross-sectional area of the inflow leg 44, the effect of preventing breakage is obtained.
The outflow leg 45 is a portion from which the drainage of the water seal portion 4 flows out, and is a portion from the lower limit wall 42 to the uppermost end of the upper limit wall 43.
In this embodiment, as shown in FIG. 11, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is inflow leg 1: outflow leg 2.
Thus, even in the S trap-shaped water sealing portion 4 in which the tubular body is bent, breakage can be effectively prevented.

図12及び図13で示したように、水封部4を前記実施例で示したいわゆる隔壁トラップ形状以外の構造の水封部4を用いてもよい。このときの水封部4としては、水封による封止機能を有する封水深を備える構造であれば良い。
図12及び図13に示したその他の実施例では、水封部4を、下限壁42を、排水口2から脱着自在に取付可能な円筒状の防臭パイプを用いた、いわゆる逆ワン型トラップ形状としている。当該実施例では、上流側に水封部4としての逆ワン型排水トラップ、気圧調整室5を介して水封部4より下流に弁体部6を構成している。尚、この実施例での弁体部6は、自封式排水トラップ61を用いており、尚かつ、弁体部6の中心軸を水封部4の流入脚44の中心軸に略直交となるように配置されている。このように、自封式排水トラップ61の中心軸を略水平方向にして配置される為、配管に排水の流路上に、特に意味無く溜まる排水が発生しないよう、止水部612は流出口8下端に沿うように構成されている。
この実施例での水封部4は、排水口2から脱着自在に取付可能な円筒状の防臭パイプを下限壁42とし、水溜部41下端から上方に向かって構成する隔壁を上限壁43とし、当該下限壁42と上限壁43の協同によって封水深を構成する、いわゆる逆ワン型トラップ形状としている。また、流入脚44は、図13に示すように水封部4の中心から偏芯して配置構成される。また、流出口8と流入脚44の中心軸が同軸にならないよう構成されている。
また、上限壁43の天面には上端面431を構成しており、水封部4内の排水は、当該上端面431の上を通過して第一流出口側へと排出される。尚、上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の最短距離TLの肉厚とは、図12,図13で示すTLの距離である。そして、当該図12,図13で示すTLの距離は、水封部4の上端面431を含む切断面(図12のA−A’断面図、即ち図13)の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、上端面431の上限壁43内周から流出口8までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
また、下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短距離WLとは、図12、図13で示すWLの距離である。この図12,図13で示すWLの距離は、水封部4の上端面431を含む切断面の、上限壁43を除いた水封部4の最大肉厚よりも長く構成されている。このように構成することで、下限壁42から上限壁43までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
流入脚44は、水封部4の排水が流入する部位であって、本実施例では、水封部4に排水が流入する排水口2(器具)側の管体である。本実施例では図13に示すように、流入脚44と流出脚45の脚断面積比はおおよそ流入脚1:流出脚2となる。流入脚44の脚断面積より流出脚45の脚断面積が大きければ大きいほど破封防止の効果を奏する。
流出脚45は、水封部4の排水が流出する部位であって、下限壁42から上限壁43最上端までの部分である。
本実施例では、図13に示すように、流入脚44と流出脚45の脚断面積比をおおよそ流入脚1:流出脚2としている。
このように、下限壁42を、排水口2から脱着自在に取付可能な円筒状の防臭パイプを用いた、いわゆる逆ワン型トラップ形状の水封部4においても、効果的に破封を防止することができる。
As shown in FIGS. 12 and 13, the water seal portion 4 having a structure other than the so-called partition trap shape shown in the above embodiment may be used as the water seal portion 4. As the water sealing part 4 at this time, what is necessary is just a structure provided with the sealing water depth which has the sealing function by water sealing.
In the other embodiments shown in FIGS. 12 and 13, a so-called reverse one-trap shape using a cylindrical deodorizing pipe in which the water sealing portion 4 and the lower limit wall 42 can be detachably attached to the drain port 2 is used. It is said. In this embodiment, the valve body 6 is configured downstream of the water seal 4 via the reverse one-type drain trap as the water seal 4 on the upstream side and the atmospheric pressure adjustment chamber 5. The valve body 6 in this embodiment uses a self-sealing drain trap 61, and the center axis of the valve body 6 is substantially orthogonal to the center axis of the inflow leg 44 of the water seal section 4. Are arranged as follows. As described above, since the central axis of the self-sealing drain trap 61 is arranged in a substantially horizontal direction, the water stop 612 is provided at the lower end of the outlet 8 so that drainage that does not accumulate in the pipe on the drainage path is not generated. It is comprised so that.
The water sealing part 4 in this embodiment is a cylindrical deodorant pipe that can be detachably attached from the drain port 2 as a lower limit wall 42, and a partition wall that is configured upward from the lower end of the water reservoir 41 as an upper limit wall 43, A so-called reverse one-trap shape is formed in which the sealing depth is formed by the cooperation of the lower limit wall 42 and the upper limit wall 43. Moreover, the inflow leg 44 is eccentrically arranged from the center of the water seal 4 as shown in FIG. Moreover, it is comprised so that the center axis | shaft of the outflow port 8 and the inflow leg 44 may not become coaxial.
Moreover, the upper end surface 431 is comprised in the top | upper surface of the upper limit wall 43, and the waste_water | drain in the water seal part 4 passes the said upper end surface 431, and is discharged | emitted to the 1st outflow port side. The thickness of the shortest distance TL of the end portion of the upper end surface 431 facing the lower limit wall 42 and the shortest distance from the end portion of the upper end surface 431 to the end facing the outlet 8 is shown in FIGS. TL distance indicated by 13. And the distance of TL shown in the said FIG. 12, FIG. 13 remove | excluding the upper limit wall 43 of the cut surface (AA 'sectional drawing of FIG. 12, ie, FIG. 13) containing the upper end surface 431 of the water sealing part 4. As shown in FIG. It is longer than the maximum wall thickness of the water seal 4. By configuring in this way, the distance from the inner periphery of the upper limit wall 43 of the upper end surface 431 to the outlet 8 can be made longer than that of the conventional drainage device. Sealing can be prevented.
Further, the shortest distance WL between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42 is the distance WL shown in FIGS. The distance of WL shown in FIGS. 12 and 13 is configured to be longer than the maximum thickness of the water seal portion 4 excluding the upper limit wall 43 at the cut surface including the upper end surface 431 of the water seal portion 4. By comprising in this way, the distance from the lower limit wall 42 to the upper limit wall 43 can be made longer than the conventional drainage apparatus, and by doing in this way, the sealing in the water reservoir 41 can be prevented. it can.
The inflow leg 44 is a portion into which the drainage of the water seal portion 4 flows, and in this embodiment, the inflow leg 44 is a tube on the drain outlet 2 (apparatus) side through which the drainage flows into the water seal portion 4. In this embodiment, as shown in FIG. 13, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2. As the leg cross-sectional area of the outflow leg 45 is larger than the leg cross-sectional area of the inflow leg 44, the effect of preventing breakage is obtained.
The outflow leg 45 is a portion from which the drainage of the water seal portion 4 flows out, and is a portion from the lower limit wall 42 to the uppermost end of the upper limit wall 43.
In this embodiment, as shown in FIG. 13, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2.
In this way, the lower limit wall 42 is effectively prevented from being broken even in the so-called reverse one-type trap-shaped water seal portion 4 using a cylindrical deodorant pipe that can be detachably attached to the drain port 2. be able to.

図14及び図15で示したように、水封部4を前記実施例で示したいわゆる隔壁トラップ形状以外の構造の水封部4を用いてもよい。このときの水封部4としては、水封による封止機能を有する封水深を備える構造であれば良い。
図14,図15に示したその他の実施例では、水封部4を、下限壁42を、排水口2から脱着自在に取付可能なワン状の防臭パイプを用いた、いわゆるワン型トラップ形状としている。当該実施例では、上流側に水封部4としてのワン型排水トラップ、気圧調整室5を介して水封部4より下流に弁体部6を構成している。尚、この実施例での弁体部6は、自封式排水トラップ61を用いており、尚かつ、弁体部6の中心軸を水封部4の流入脚44の中心軸に略平行となるように配置されている。
この実施例での水封部4は、排水口2から脱着自在に取付可能なワン状の防臭パイプを下限壁42とし、水溜部41下端から上方に向かって円筒状に立ち上がって構成される隔壁を上限壁43とし、当該下限壁42と上限壁43の協同によって封水深を構成する、いわゆるワン型トラップ形状としている。また、流出口8と流出脚45の中心軸が同軸及び同心円になるように構成されている。
また、上限壁43の天面には上端面431を構成しており、水封部4内の排水は、当該上端面431の上を通過して第1流出口側へと排出される。
また、下限壁42の内面と、上限壁43の内面の間の最短の距離WLとは図14,図15におけるWLの距離である。また、当該図14,図15で示すWLの距離は、水封部4の上端面431を含む切断面(図14のA−A’断面図、即ち図15)の少なくとも上限壁を除いた水封部4の最大肉厚よりも長く構成している。このように構成することで、上端面431の上限壁43内周から流出口8までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
また、上限壁43の肉厚を、当該図14,図15で示すWLの距離は、水封部4の上端面431を含む切断面(図14のA−A’断面図、即ち図15)の少なくとも上限壁を除いた水封部4の最大肉厚よりも厚く構成している。このように構成することで、上端面431の上限壁43内周から流出口8までの距離を従来の排水装置よりも長くすることができ、このようにすることで、水溜部41内の破封を防止することができる。
また、流入脚44は、水封部4の排水が流入する部位であって、本実施例では、水封部4に排水が流入する排水口2(器具)側の管体である。本実施例では図15に示すように、流入脚44と流出脚45の脚断面積比はおおよそ流入脚1:流出脚2となる。流入脚44の脚断面積より流出脚45の脚断面積が大きければ大きいほど破封防止の効果を奏する。
流出脚45は、水封部4の排水が流出する部位であって、下限壁42から上限壁43最上端までの部分である。
このように、下限壁42を、排水口2から脱着自在に取付可能なワン状の防臭パイプを用いた、いわゆるワン型トラップ形状の水封部4においても、効果的に破封を防止することができる。
As shown in FIGS. 14 and 15, the water sealing portion 4 having a structure other than the so-called partition trap shape shown in the above embodiment may be used. As the water sealing part 4 at this time, what is necessary is just a structure provided with the sealing water depth which has the sealing function by water sealing.
In other embodiments shown in FIGS. 14 and 15, the water sealing portion 4 is formed as a so-called one-type trap shape using a one-shaped deodorizing pipe that can be detachably attached to the lower limit wall 42 from the drain port 2. Yes. In this embodiment, a valve body 6 is configured downstream of the water seal 4 via a one-type drain trap as the water seal 4 on the upstream side and an atmospheric pressure adjustment chamber 5. The valve body 6 in this embodiment uses a self-sealing drain trap 61, and the central axis of the valve body 6 is substantially parallel to the central axis of the inflow leg 44 of the water sealing part 4. Are arranged as follows.
The water seal portion 4 in this embodiment is a partition wall that is configured to rise upward in a cylindrical shape from the lower end of the water reservoir 41 with a one-shaped deodorizing pipe that can be detachably attached from the drain port 2 as a lower limit wall 42. Is a so-called one-type trap shape in which the sealing depth is formed by the cooperation of the lower limit wall 42 and the upper limit wall 43. Moreover, it is comprised so that the central axis of the outflow port 8 and the outflow leg 45 may become coaxial and a concentric circle.
Moreover, the upper end surface 431 is comprised in the top | upper surface of the upper limit wall 43, and the waste_water | drain in the water sealing part 4 passes the said upper end surface 431, and is discharged | emitted to the 1st outflow port side.
Further, the shortest distance WL between the inner surface of the lower limit wall 42 and the inner surface of the upper limit wall 43 is the distance of WL in FIGS. Further, the distance WL shown in FIGS. 14 and 15 is the water excluding at least the upper limit wall of the cut surface (AA ′ cross-sectional view of FIG. 14, ie, FIG. 15) including the upper end surface 431 of the water seal portion 4. It is longer than the maximum thickness of the sealing part 4. By configuring in this way, the distance from the inner periphery of the upper limit wall 43 of the upper end surface 431 to the outlet 8 can be made longer than that of the conventional drainage device. Sealing can be prevented.
Further, the thickness of the upper limit wall 43, the WL distance shown in FIGS. 14 and 15, is a cut surface including the upper end surface 431 of the water seal 4 (AA ′ cross-sectional view of FIG. 14, ie, FIG. 15). It is comprised thicker than the maximum thickness of the water-sealed part 4 except at least the upper limit wall. By configuring in this way, the distance from the inner periphery of the upper limit wall 43 of the upper end surface 431 to the outlet 8 can be made longer than that of the conventional drainage device. Sealing can be prevented.
The inflow leg 44 is a portion into which the drainage of the water seal portion 4 flows, and in this embodiment, the inflow leg 44 is a pipe body on the drain outlet 2 (apparatus) side where the drainage flows into the water seal portion 4. In this embodiment, as shown in FIG. 15, the leg cross-sectional area ratio between the inflow leg 44 and the outflow leg 45 is approximately inflow leg 1: outflow leg 2. As the leg cross-sectional area of the outflow leg 45 is larger than the leg cross-sectional area of the inflow leg 44, the effect of preventing breakage is obtained.
The outflow leg 45 is a portion from which the drainage of the water seal portion 4 flows out, and is a portion from the lower limit wall 42 to the uppermost end of the upper limit wall 43.
Thus, even in the so-called one-type trap-shaped water seal portion 4 using the one-shaped deodorizing pipe that can be detachably attached to the lower limit wall 42 from the drain port 2, the breakage can be effectively prevented. Can do.

1 槽体
2 排水口
3 排水管
4 水封部
41 水溜部
42 下限壁
43 上限壁
431 上端面
44 流入脚
45 流出脚
5 気圧調整室
6 弁体部
61 自封式排水トラップ
611 筒状体
612 止水部
71 第一次流入口
72 第二次流入口
8 流出口
81 第一次流出口
82 第二次流出口
WL 下限壁の上限壁に対向する面と、上限壁の下限壁と対向する面の間の最短距離
TL 上端面の下限壁に対向する端部と、上端面の流出口に対向する端部までの最短の距離
DESCRIPTION OF SYMBOLS 1 Tank body 2 Drain outlet 3 Drain pipe 4 Water seal part 41 Water reservoir part 42 Lower limit wall 43 Upper limit wall 431 Upper end surface 44 Inflow leg 45 Outflow leg 5 Pressure regulation chamber 6 Valve body part 61 Self-sealing drain trap 611 Cylindrical body 612 Stop Water section 71 Primary inlet 72 Secondary inlet 8 Outlet 81 Primary outlet 82 Secondary outlet WL Surface facing the upper limit wall of the lower limit wall and surface facing the lower limit wall of the upper limit wall The shortest distance TL between the end of the upper end surface facing the lower limit wall and the end of the upper end surface facing the outlet is the shortest distance

Claims (12)

排水が排水管3へと流入する為の排水口2と、
排水口2に接続されて、排水口2からの排水を下水管へと排水する排水管3と、
排水管3と同系統に配設されて、内部に備えた水溜部41、封水の下限の壁を構成する下限壁42、封水の上限の壁を構成する上限壁43、とを構成する水封部4と、
前記排水管3と同系統に配設されて、管内経路を常時閉塞し、且つ排水の発生時には管内経路を開口する弁体部6と、
から構成される排水装置において、
水封部4と弁体部6の間に、弁体部6が管内経路を閉塞する空気圧となる気圧調整室5を構成したことを特徴とする排水装置。
Drain port 2 for drainage to flow into drain pipe 3,
A drain pipe 3 connected to the drain port 2 and draining the drainage from the drain port 2 to the sewer pipe;
It is arranged in the same system as the drain pipe 3 and constitutes a water reservoir 41 provided inside, a lower limit wall 42 constituting a lower limit wall of the sealed water, and an upper limit wall 43 constituting an upper limit wall of the sealed water. Water seal 4,
A valve body portion 6 that is disposed in the same system as the drainage pipe 3, always closes the pipe path, and opens the pipe path when drainage occurs;
In the drainage system composed of
A drainage device characterized in that an air pressure adjusting chamber 5 is formed between the water seal portion 4 and the valve body portion 6 so that the valve body portion 6 has an air pressure for closing the pipe passage.
前記水溜部41を、排水が流入する側の部位を流入脚44、排水が流出する側の部位を流出脚45とし、
当該流入脚44と流出脚45の脚断面積比を流入脚44:流出脚45=約1:2としたことを特徴とする前記請求項1に記載の排水装置。
In the water reservoir 41, the portion on the side into which the wastewater flows is defined as the inflow leg 44, and the portion on the side from which the drainage flows out is defined as the outflow leg 45
The drainage device according to claim 1, wherein a ratio of a leg cross-sectional area between the inflow leg 44 and the outflow leg 45 is inflow leg 44: outflow leg 45 = about 1: 2.
前記排水装置において、
水封部4を弁体部6より上流に配置したことを特徴とする前記請求項1又は請求項2に記載の排水装置。
In the drainage device,
The drainage device according to claim 1 or 2, wherein the water sealing part (4) is arranged upstream of the valve body part (6).
前記排水装置において、
水封部4を弁体部6より下流に配置したことを特徴とする前記請求項1又は請求項2に記載の排水装置。
In the drainage device,
The drainage device according to claim 1 or 2, wherein the water sealing part (4) is arranged downstream of the valve body part (6).
前記水封部4の封水深を50mm未満としたことを特徴とする前記請求項1乃至請求項4のいずれか一つに記載の排水装置。 The drainage device according to any one of claims 1 to 4, wherein a sealing depth of the water sealing portion 4 is less than 50 mm. 前記弁体部6の中心軸を水封部4の流入脚44の中心軸と略平行となるよう配置したことを特徴とする前記請求項1乃至請求項5のいずれか一つに記載の排水装置。 The drainage according to any one of claims 1 to 5, wherein the central axis of the valve body 6 is arranged so as to be substantially parallel to the central axis of the inflow leg 44 of the water sealing part 4. apparatus. 前記弁体部6の中心軸を水封部4の流入脚44の中心軸に略直交となるように配置したことを特徴とする前記請求項1乃至請求項5のいずれか一つに記載の排水装置。 The center axis of the valve body portion 6 is disposed so as to be substantially orthogonal to the center axis of the inflow leg 44 of the water seal portion 4. 6. Drainage equipment. 前記弁体部6を、上流側に形成されて排水が流入する筒状体611、筒状体611から下流側先端方向に向かって先細となるように連続して形成される止水部612、とを構成する自封式排水トラップ61としたことを特徴とする前記請求項1乃至請求項7のいずれか一つに記載の排水装置。 A tubular body 611 formed upstream of the valve body 6 and into which drainage flows; a water stop 612 continuously formed so as to taper from the tubular body 611 toward the downstream end; The drainage device according to any one of claims 1 to 7, wherein a self-sealing drain trap 61 is configured. 前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、
上限壁43の天面を上端面431とし、
下限壁42の上限壁43に対向する面と、上限壁43の下限壁42と対向する面の間の最短の距離の長さWLを、
水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚よりも長く構成したことを特徴とする前記請求項1乃至請求項8のいずれか一つに記載の排水装置。
The water sealing portion 4 is configured so that the opening downstream of the outflow leg 45 is an outlet 8 and the central axis of the outlet 8 and the inflow leg 44 is not coaxial,
The top surface of the upper limit wall 43 is the upper end surface 431,
The length WL of the shortest distance between the surface of the lower limit wall 42 facing the upper limit wall 43 and the surface of the upper limit wall 43 facing the lower limit wall 42,
Any one of claims 1 to 8, wherein the end cross section including the upper end surface 431 of the water sealing part 4 is configured to be longer than the maximum thickness of the water sealing part 4 excluding at least the upper limit wall 43. The drainage device according to any one of the above.
前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸は同軸となるよう構成すると共に、
上限壁43の天面を上端面431とし、
下限壁42の内面と、上限壁43の外面の間の最短の距離の長さWLを、
水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚の最大厚みよりも長く構成したことを特徴とする前記請求項1乃至請求項8のいずれか一つに記載の排水装置。
The water sealing portion 4 is configured such that the opening downstream of the outflow leg 45 is an outflow port 8, and the central axis of the outflow port 8 and the outflow leg 45 is coaxial,
The top surface of the upper limit wall 43 is the upper end surface 431,
The length WL of the shortest distance between the inner surface of the lower limit wall 42 and the outer surface of the upper limit wall 43 is
The first to eighth aspects, wherein the cross-section of the end portion including the upper end surface 431 of the water sealing portion 4 is longer than at least the maximum thickness of the water sealing portion 4 excluding the upper limit wall 43. The drainage device according to any one of the above.
前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流入脚44の中心軸が同軸にならないよう構成すると共に、
上限壁43の天面を上端面431とし、
該上端面431の下限壁42に対向する端部と、上端面431の流出口8に対向する端部までの最短の距離となる部分の上限壁43の肉厚を、
水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の最大肉厚よりも長く構成したことを特徴とする前記請求項1乃至請求項9のいずれか一つに記載の排水装置。
The water sealing portion 4 is configured so that the opening downstream of the outflow leg 45 is an outlet 8 and the central axis of the outlet 8 and the inflow leg 44 is not coaxial,
The top surface of the upper limit wall 43 is the upper end surface 431,
The wall thickness of the upper limit wall 43 at the shortest distance from the end portion of the upper end surface 431 facing the lower limit wall 42 and the end portion of the upper end surface 431 facing the outlet 8 is
Any one of claims 1 to 9, wherein an end section including the upper end surface 431 of the water seal portion 4 is configured to be longer than a maximum thickness of the water seal portion 4 excluding at least the upper limit wall 43. The drainage device according to any one of the above.
前記水封部4を、流出脚45より下流の開口を流出口8とし、当該流出口8と流出脚45の中心軸が同軸となるように構成すると共に、
上限壁43の天面を上端面431とし、
上限壁43の肉厚を、水封部4の上端面431を含む端部断面の、少なくとも上限壁43を除いた水封部4の肉厚の最大厚みよりも厚く構成したことを特徴とする前記請求項1乃至請求項8及び請求項10のいずれか一つに記載の排水装置。
The water sealing portion 4 is configured such that the opening downstream from the outflow leg 45 is an outlet 8 and the central axis of the outlet 8 and the outflow leg 45 is coaxial.
The top surface of the upper limit wall 43 is the upper end surface 431,
The wall thickness of the upper limit wall 43 is configured to be thicker than the maximum thickness of the wall thickness of the water seal portion 4 excluding at least the upper limit wall 43 in the end cross section including the upper end surface 431 of the water seal portion 4. The drainage device according to any one of claims 1 to 8 and claim 10.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112095723A (en) * 2020-09-08 2020-12-18 周加永 Energy-saving and environment-friendly bathtub drainage sewage backflow preventing mechanism

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JPS6180864U (en) * 1984-10-29 1986-05-29
JPH0579080A (en) * 1991-09-24 1993-03-30 Hoshizaki Electric Co Ltd Drainage pipeline connecting structure
JPH0674672U (en) * 1993-03-26 1994-10-21 東陶機器株式会社 Expansion water drainage structure of electric water heater
US7509978B1 (en) * 1996-12-04 2009-03-31 Hepworth Building Products Limited Non-return device
JP2009228307A (en) * 2008-03-24 2009-10-08 Aron Kasei Co Ltd Drain trap with seal water protective function
JP2009287329A (en) * 2008-05-30 2009-12-10 Bridgestone Corp Drainage trap
JP2011169052A (en) * 2010-02-19 2011-09-01 Bridgestone Corp Drain trap and drainage structure of unit bath
JP2014105719A (en) * 2012-11-22 2014-06-09 Maruichi Corp Self-sealing type valve member and joint member

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Publication number Priority date Publication date Assignee Title
JPS6180864U (en) * 1984-10-29 1986-05-29
JPH0579080A (en) * 1991-09-24 1993-03-30 Hoshizaki Electric Co Ltd Drainage pipeline connecting structure
JPH0674672U (en) * 1993-03-26 1994-10-21 東陶機器株式会社 Expansion water drainage structure of electric water heater
US7509978B1 (en) * 1996-12-04 2009-03-31 Hepworth Building Products Limited Non-return device
JP2009228307A (en) * 2008-03-24 2009-10-08 Aron Kasei Co Ltd Drain trap with seal water protective function
JP2009287329A (en) * 2008-05-30 2009-12-10 Bridgestone Corp Drainage trap
JP2011169052A (en) * 2010-02-19 2011-09-01 Bridgestone Corp Drain trap and drainage structure of unit bath
JP2014105719A (en) * 2012-11-22 2014-06-09 Maruichi Corp Self-sealing type valve member and joint member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112095723A (en) * 2020-09-08 2020-12-18 周加永 Energy-saving and environment-friendly bathtub drainage sewage backflow preventing mechanism

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