JP2000074260A - Drain piping structure in residence - Google Patents
Drain piping structure in residenceInfo
- Publication number
- JP2000074260A JP2000074260A JP10247128A JP24712898A JP2000074260A JP 2000074260 A JP2000074260 A JP 2000074260A JP 10247128 A JP10247128 A JP 10247128A JP 24712898 A JP24712898 A JP 24712898A JP 2000074260 A JP2000074260 A JP 2000074260A
- Authority
- JP
- Japan
- Prior art keywords
- drainage
- drain
- pipe
- vertical
- branch pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
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- Sink And Installation For Waste Water (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、住居内の排水用配
管構造に関し、さらに詳しくは強制排水手段を用いた住
居内の排水用配管構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage pipe structure in a house, and more particularly to a drainage pipe structure in a house using forced drainage means.
【０００２】[0002]
【従来の技術】従来、住居内の排水は、自然流下式排水
が一般的に用いられており、排水量に応じた設計基準に
従って管径と勾配を設定し、排水機器が設置されている
階と同じ階で排水横枝管と排水縦管を接合する構造とな
っている。2. Description of the Related Art Conventionally, natural drainage water is generally used as drainage in a house, and a pipe diameter and a gradient are set according to a design standard corresponding to a drainage amount, and a floor where a drainage device is installed is installed. On the same floor, the drainage horizontal branch pipe and the drainage vertical pipe are joined.
【０００３】しかし、自然流下式排水の場合、必要勾配
の確保のため、一部の床面を上げたり、排水源と縦管と
の距離に制約を受け排水機器の設置位置が制限された
り、床下空間を大きく取らなくてはならない等の問題が
ある。[0003] However, in the case of the gravity flow type drainage, in order to secure the required gradient, a part of the floor surface is raised, and the installation position of the drainage equipment is restricted due to the restriction of the distance between the drainage source and the vertical pipe. There is a problem that a large underfloor space must be taken.
【０００４】この問題を解決するため、例えば、特開平
３−２８１８３８号公報に提案されているようなポンプ
圧送を用いた小口径・無勾配の排水システムが集合住宅
を中心に検討されている。[0004] In order to solve this problem, for example, a small-diameter, non-gradient drainage system using pump pumping as proposed in Japanese Patent Laid-Open No. 3-281838 has been studied mainly in apartment houses.
【０００５】上記方法では、自然流下による小口径の横
枝管の詰まりを防止するため、排水口の位置をポンプ起
動水位よりも高く設定し、排水はポンプ作動により行わ
れるため、完全排水までポンプを作動させ続けるもので
あるので、ポンプ寿命を縮めるだけでなく、電力消費量
も多く、また、停電時やポンプ故障時の対策等課題が多
く、実用化されるに至っていない。In the above method, the position of the drain port is set higher than the pump starting water level in order to prevent the small-diameter horizontal branch pipe from being clogged by natural flow, and the drain is performed by the pump operation. , Which not only shortens the life of the pump but also consumes a large amount of power, and there are many problems such as countermeasures in the event of a power failure or failure of the pump.
【０００６】[0006]
【発明が解決しようとする課題】本発明の目的は、上述
の事情を考慮してなされたものであり、配管は小口径・
無勾配でよく、必要な床下空間は僅少ですみ、排水機器
の設置位置が制限されず、ポンプの長寿命化が図れ、電
気料金が節減可能であり、停電時にも使用可能な住居内
の排水用配管構造を提供することにある。SUMMARY OF THE INVENTION The object of the present invention has been made in view of the above-mentioned circumstances, and the piping has a small diameter.
The slope can be flat, the required underfloor space is very small, the installation position of the drainage equipment is not restricted, the life of the pump can be extended, the electricity cost can be reduced, and the drainage in the house that can be used even during a power outage It is an object of the present invention to provide a piping structure for use.
【０００７】[0007]
【課題を解決するための手段】本発明の請求項１記載の
住居内の排水用配管構造（以下、本発明１という）は、
多階層よりなる住居の２階以上の階に設置された排水機
器からの排水管を、排水ポンプを内蔵した排水タンクの
一端に接続し、上記排水タンクの他端には排水横枝管が
接続され、この排水横枝管が排水縦管に連結される住居
内の排水用配管構造であって、上記排水横枝管は水平部
を経て垂直に垂下する垂直部を有しており、この垂直部
は階下の床下に位置する縦管接合部にて排水縦管に連結
されていることを特徴とする。According to a first aspect of the present invention, there is provided a drainage pipe structure in a house (hereinafter referred to as the first aspect of the present invention).
A drain pipe from a drain device installed on the second floor or higher of a multi-story house is connected to one end of a drain tank with a built-in drain pump, and a drain horizontal branch pipe is connected to the other end of the drain tank. The drainage lateral branch pipe is a drainage piping structure in a house connected to a drainage vertical pipe, wherein the drainage horizontal branch pipe has a vertical portion that vertically hangs down through a horizontal portion. The part is connected to the drainage vertical pipe at a vertical pipe joint located below the floor below the floor.
【０００８】本発明の請求項２記載の住居内の排水用配
管構造（以下、本発明２という）は、上記排水横枝管
が、可撓性を有する材質で構成されていることを特徴と
する。In a second aspect of the present invention, there is provided a piping structure for drainage in a house (hereinafter referred to as "invention 2"), wherein the horizontal drainage branch pipe is made of a flexible material. I do.
【０００９】本発明の請求項３記載の住居内の排水用配
管構造（以下、本発明３という）は、上記排水タンク内
の排水ポンプの動作開始位置が上記排水タンクの排水口
よりも高い水位に設定されていることを特徴とする。According to a third aspect of the present invention, there is provided a drainage piping structure for a dwelling in a house (hereinafter referred to as a third aspect of the invention) in which the operation start position of the drainage pump in the drainage tank is higher than the drainage port of the drainage tank. Is set to.
【００１０】（作用）本発明１の住居内の排水用配管構
造は、多階層よりなる住居の２階以上の階に設置された
排水機器からの排水管を、排水ポンプを内蔵した排水タ
ンクの一端に接続し、上記排水タンクの他端には排水横
枝管が接続され、この排水横枝管が排水縦管に連結され
る住居内の排水用配管構造であって、上記排水横枝管は
水平部を経て垂直に垂下する垂直部を有しており、この
垂直部は階下の床下に位置する縦管接合部にて排水縦管
に連結されているので、排水が縦管接合部に到達すると
サイフォン効果により以降の排水が行われ、該排水横枝
管の詰まりを防止する自浄効果に必要な排水流速が確保
でき、従って、配管は小口径・無勾配でよく、必要な床
下空間は僅少ですみ、排水機器の設置位置が制限され
ず、さらに、サイフォン効果発生後は上記排水ポンプは
停止されるので、ポンプ作動時間が短時間となり、ポン
プの長寿命化が図れ、電気料金が節減可能となる。(Operation) The drainage piping structure in a house according to the present invention 1 comprises a drainage pipe from a drainage device installed on a second floor or more of a multi-story house, and a drainage tank having a built-in drainage pump. A drain horizontal pipe connected to one end and a drain horizontal branch pipe connected to the other end of the drain tank, and the drain horizontal branch pipe is connected to a drain vertical pipe in a drainage piping structure in a house; Has a vertical part that hangs vertically through a horizontal part, and this vertical part is connected to a drainage vertical pipe at a vertical pipe joint located under the floor below the floor, so that drainage flows to the vertical pipe joint. Upon arrival, the drainage is performed by the siphon effect, and the drainage flow rate necessary for the self-cleaning effect of preventing the drainage lateral branch pipe from being clogged can be ensured. The installation location of the drainage equipment is not restricted, and Since after emission effects generated the waste water pump is stopped, the pump operating time becomes short, the life of the pump Hakare, electric charges will allow savings.
【００１１】本発明２の住居内の排水用配管構造は、上
記排水横枝管が、可撓性を有する材質で構成されている
ので、本発明１の作用を発現するとともに、上記排水横
枝管を水平部を経て垂直に垂下させ排水縦管に連結させ
るまでの配管施工が容易である。[0011] In the piping structure for drainage in a house according to the second aspect of the present invention, since the drainage horizontal branch pipe is made of a flexible material, the function of the first aspect of the invention is exhibited, and the drainage horizontal branch is provided. Piping work is easy until the pipe is suspended vertically through the horizontal part and connected to the drainage vertical pipe.
【００１２】本発明３の住居内の排水用配管構造は、上
記排水タンク内の排水ポンプの動作開始位置が上記排水
タンクの排水口よりも高い水位に設定されているので、
排水機器からの排水量が多いときに、排水タンク内の水
位が排水口より上位に達して排水ポンプを起動させ、上
記排水横枝管内に急速に排水が充満し速やかにサイフォ
ン効果が発生し以降の排水が行われ、上記排水ポンプは
停止されるので、ポンプ作動時間が短時間となり、ポン
プの長寿命化が図れ、電気料金が節減可能となる。In the piping structure for drainage in a house according to the third aspect of the present invention, the operation start position of the drainage pump in the drainage tank is set to a higher water level than the drainage port of the drainage tank.
When the amount of water discharged from the drainage equipment is large, the water level in the drainage tank reaches a higher level than the drainage port, and starts the drainage pump. Since the drainage is performed and the drainage pump is stopped, the operation time of the pump is shortened, the life of the pump is extended, and the electricity bill can be reduced.
【００１３】[0013]
【発明の実施の形態】以下、排水の実施の形態を図面に
基づいて具体的に説明する。図１は、本発明の実施の一
例を示す説明図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of drainage will be specifically described below with reference to the drawings. FIG. 1 is an explanatory diagram showing an example of the embodiment of the present invention.
【００１４】本実施例は、図１に示すように、２階の住
居空間１０２の床１２の上に設置された排水機器のうち
排水縦管４５の近傍の洗面台７１、浴槽７２、便器７３
の排水系統は、従来工法である自然流下式排水方式と
し、各々の排水は所定の勾配を有する自然流下式排水管
６１を経て、上記床１２の下部に設けられてた縦管接合
部８２において、住居の各階層を縦方向に貫通するパイ
プシャフトスペース９３に設置されている排水縦管４５
に流れ込むようにした。そして、排水縦管４５から遠方
に設置された排水機器の流し台２の排水系統は、本発明
の住居内の排水用配管構造を適用した。In this embodiment, as shown in FIG. 1, of the drainage equipment installed on the floor 12 of the dwelling space 102 on the second floor, a washstand 71, a bathtub 72, and a toilet bowl 73 near the vertical drainage pipe 45 are provided.
The drainage system is a natural drainage drainage system, which is a conventional method, and each drainage passes through a natural drainage drainage pipe 61 having a predetermined gradient, at a vertical pipe joint 82 provided at the lower portion of the floor 12. , A drain vertical pipe 45 installed in a pipe shaft space 93 penetrating vertically through each level of the dwelling.
So that it flows into. The drainage piping system of the present invention was applied to the drainage system of the sink 2 of the drainage device installed far from the drainage vertical pipe 45.
【００１５】上記流し台２のシンク２２からの排水は、
封水トラップ２２を有する排水管４１を経て床１２の下
部に設けられた排水タンク３１に入り、ここに一時貯流
された排水は、排水ポンプ３２の吸入口３３から吸い込
まれて排水口３４を介して排水横枝管第一垂直部４２、
排水横枝管水平部４３、該排水横枝管水平部４３から垂
直に垂下する排水横枝管第二垂直部４４を経て、１階の
住居空間１０１の床１１の下部に設けられてた縦管接合
部８１において排水縦管４５に流れ込むようにした。The drainage from the sink 22 of the sink 2 is
The water enters a drainage tank 31 provided at the lower part of the floor 12 through a drainage pipe 41 having a water sealing trap 22, and the wastewater temporarily stored therein is sucked from a suction port 33 of a drainage pump 32 and is discharged through a drainage port 34. Drainage horizontal branch pipe first vertical section 42,
The drainage horizontal branch pipe horizontal part 43, the drain horizontal horizontal branch pipe second vertical part 44 vertically hanging from the drain horizontal branch pipe horizontal part 43, the vertical provided below the floor 11 of the living space 101 on the first floor At the pipe joint portion 81, the water was allowed to flow into the drainage vertical pipe 45.
【００１６】上記縦管接合部８１、８２として、本実施
例では、図２に示すような、自然流下式排水管６２を接
続する接続口８１１、サイフォン排水式排水管４４を接
続する接続口８１２、及び排水縦管を接続する接続口８
１３、８１４を備えた接続継手８を用いた。本実施例の
上記縦管接合部８１はサイフォン排水式排水管が接続さ
れないので、上記接続口８１２は塞いで用いた。In the present embodiment, as the vertical pipe joints 81 and 82, as shown in FIG. 2, a connection port 811 for connecting a naturally flowing drain pipe 62 and a connection port 812 for connecting a siphon drain pipe 44 are provided. , And connection port 8 for connecting drainage vertical pipe
Connection joint 8 provided with 13, 814 was used. Since the siphon drainage drainage pipe was not connected to the vertical pipe joint part 81 of the present embodiment, the connection port 812 was closed and used.
【００１７】上記排水タンク３１に流入した排水は、排
水ポンプ３２が作動していても作動していないときも、
吸入口３３から吸い込まれ排水口３４から排出されるよ
うになされている。The drainage flowing into the drainage tank 31 is generated even when the drainage pump 32 is operating or not.
The air is sucked from the suction port 33 and discharged from the drain port 34.
【００１８】上記排水横枝管の材質としては、特に限定
されるものでないが、排水横枝管を水平部を経て垂直に
垂下させ排水縦管に連結させるまでの配管施工性の点か
ら可撓性のある材質であることが好ましく、例えば、架
橋ポリエチレン、ポリブテン、クロロプレン等のゴムな
どが挙げられる。また口径も、上記階下の縦管接合部に
まで垂下された排水横枝管第二垂直部の作用により強い
サイフォン効果が得られるので小口径でよく、本実施例
では内径２０ｍｍの架橋ポリエチレン管を用いた。The material of the drain horizontal branch pipe is not particularly limited, but it is flexible from the viewpoint of pipe workability until the horizontal drain pipe is vertically suspended through the horizontal portion and connected to the vertical drain pipe. It is preferable to use a material having a property, for example, rubber such as crosslinked polyethylene, polybutene, and chloroprene. Also, the caliber can be small, because a strong siphon effect can be obtained by the action of the second vertical portion of the drain horizontal branch pipe hanging down to the vertical pipe joint section downstairs. In this embodiment, a crosslinked polyethylene pipe having an inner diameter of 20 mm is used. Using.
【００１９】上記排水タンク３１は、上記流し台２の水
位より高い位置にある通気穴５２に開口する通気管５１
が通気管継手５３を介して配管され、系内が大気圧に保
たれ排水を円滑ならしめている。The drainage tank 31 is provided with a ventilation pipe 51 which is open to a ventilation hole 52 at a position higher than the water level of the sink 2.
Is piped through a vent pipe joint 53, and the inside of the system is kept at atmospheric pressure to smoothly drain water.
【００２０】上記通気管５１、排水横枝管第一垂直部４
２、排水横枝管水平部４３及び自然流下式排水管６１等
は全て、２階居住空間１０２の床１２と１階居住空間１
０１の天井１３の間に形成された床下空間部９２に配置
された。また、１階の１階居住空間１０１の床１１の上
に設置された洗面台７７、浴槽７８、便器７９の排水を
司る自然流下式排水管６２は、床１１の床下空間部９１
に設けられた縦管接合部８１に接続されている。上記縦
管接続部８１、８２は、上記床下空間部９１、９２に対
向する位置において、上記パイプシャフトスペース９３
内に納められている。The ventilation pipe 51, the first vertical section 4 of the drain horizontal branch pipe.
2. The drain horizontal branch pipe horizontal part 43 and the natural drainage drain pipe 61 are all provided on the floor 12 of the second floor living space 102 and the first floor living space 1
01 is disposed in the under-floor space 92 formed between the ceilings 13 of the first and the second. In addition, a natural sink type drainage pipe 62 that controls drainage of a wash basin 77, a bathtub 78, and a toilet bowl 79 installed on the floor 11 of the first-floor living space 101 on the first floor includes a space 91 under the floor of the floor 11.
Is connected to the vertical pipe joint 81 provided at the bottom. The vertical pipe connection portions 81 and 82 are provided at positions opposed to the underfloor space portions 91 and 92 at the pipe shaft space 93.
Is stored within.
【００２１】本実施例では、上述のように、排水横枝管
として内径２０ｍｍの架橋ポリエチレン管を用い、排水
タンク３１の底面積を約１２５０ｃｍ2 、吸入口３３と
排水横枝管水平部４３との高低差（図１のＡ）を８０ｍ
ｍ、該排水横枝管水平部４３の水平部長さ１０ｍ、排水
横枝管第二垂直部４４の垂直部長さを２．５ｍとした。In this embodiment, as described above, a crosslinked polyethylene pipe having an inner diameter of 20 mm is used as the drain horizontal branch pipe, the bottom area of the drain tank 31 is about 1250 cm 2 , and the suction port 33 and the horizontal horizontal branch pipe 43 are connected to each other. Height difference (A in FIG. 1) is 80 m
m, the horizontal length of the drain horizontal branch pipe 43 is 10 m, and the vertical length of the drain horizontal branch second vertical part 44 is 2.5 m.
【００２２】小口径・無勾配の配管構造での強制排水手
段を用いた排水システムで重要なことは、必要な排水流
速を確保して自浄効果を付与し、管内壁に付着する油等
を除去可能ならしめ横枝管の詰まりを防止することであ
る。発明者の実験によれば、排水流速を１．５ｍ／ｓｅ
ｃ以上のとき自浄効果が発現する。そして、口径２０ｍ
ｍの管で排水横枝管水平部の水平部長さ１０ｍの場合、
排水横枝管第二垂直部の垂直部長さを２ｍ以上とする
と、サイフォン効果により排水流速が１．５ｍ／ｓｅｃ
以上が確保できることが実験から確認された。よって、
本実施例では、上述の通り排水横枝管第二垂直部４４の
垂直部長さを２．５ｍとした。What is important in a drainage system using forced drainage means in a small-diameter, non-gradient piping structure is to secure a required drainage flow rate to impart a self-cleaning effect and remove oil and the like adhering to the pipe inner wall. The goal is to prevent clogging of the horizontal branch pipe if possible. According to the experiment of the inventor, the drainage flow rate was set to 1.5 m / sec.
When the value is c or more, a self-cleaning effect appears. And caliber 20m
m, the horizontal part length of the horizontal part of the drain horizontal branch pipe is 10m,
When the vertical length of the second vertical branch of the drain horizontal branch pipe is 2 m or more, the drain flow velocity is 1.5 m / sec due to the siphon effect.
Experiments have confirmed that the above can be secured. Therefore,
In this embodiment, as described above, the vertical length of the drain horizontal branch pipe second vertical portion 44 is set to 2.5 m.
【００２３】次に、本実施例での排水の機作を説明す
る。排水量が少ない（５リットル／分以下）場合の機作
は次の通りである。流し台２からの排水は、排水タンク
３１に流れ込み水位が上昇する。このとき通気管５１を
経て空気が排出され、タンク内の圧力は大気圧に保たれ
る。水位が排水口３４に達すると、排水横枝管第一垂直
部４２を通り排水の排出が開始される。排水が排水横枝
管第一垂直部４２を落下して排水横枝管水平部４３に達
すると、吸入口３３と排水横枝管水平部４３との高低差
（図１のＡ）によりサイフォン効果１が発現し、吸入口
３３から排水が順次吸入される。排水が排水横枝管第二
垂直部４４に達し落下が始まると、サイフォン効果２が
発現し、排水吸入を促進する。排水が排水横枝管第二垂
直部４４を落下して１階の床１１の床下空間部９１に設
けられている縦管接合部８１に流れ込むと、その落差は
排水横枝管第二垂直部４４の長さに等しい２．５ｍとな
り、サイフォン効果２が最大に発現し、管内自浄効果に
必要な排水流速を確保しつつ排水の排出が継続される。Next, the mechanism of drainage in this embodiment will be described. The mechanism when drainage is small (5 liters / min or less) is as follows. The drainage from the sink 2 flows into the drainage tank 31 and the water level rises. At this time, the air is discharged through the ventilation pipe 51, and the pressure in the tank is maintained at the atmospheric pressure. When the water level reaches the drain port 34, the discharge of the drain water is started through the drain horizontal branch pipe first vertical portion 42. When the drainage falls down the first vertical portion 42 of the drainage horizontal branch pipe and reaches the horizontal portion 43 of the drainage horizontal branch pipe, the siphon effect is caused by the height difference between the suction port 33 and the horizontal portion 43 of the drainage horizontal branch pipe (FIG. 1A). 1 is expressed, and the drainage is sequentially sucked from the suction port 33. When the drainage reaches the drainage horizontal branch second vertical section 44 and starts to fall, the siphon effect 2 is developed, and the drainage suction is promoted. When the waste water falls down the drain horizontal branch pipe second vertical section 44 and flows into the vertical pipe joint section 81 provided in the underfloor space section 91 of the floor 11 on the first floor, the drop is reduced to the drain horizontal horizontal branch pipe second vertical section. The length is 44 m, which is equal to the length of 44 m. The siphon effect 2 is maximized, and the discharge of drainage is continued while ensuring the drainage flow velocity necessary for the in-pipe self-cleaning effect.
【００２４】上記流し台２からの排水量が多量（５リッ
トル／分以上）の場合には、排水管４１から排水タンク
３１に流入した排水の水位は、排水口３４を超えて上昇
し、該排水口３４よりも所定寸法だけ高い位置に設置し
てある水位センサー３５の高さに到達する。水位センサ
ー３５が排水を感知すると、排水ポンプ３２が起動さ
れ、排水タンク３１内の排水の排出が速やかに開始さ
れ、上記サイフォン効果１及びサイフォン効果２が発現
する。排水が縦管接合部８１に到達するまでの時間が予
めタイマー（図示されていない）に設定されており、上
記サイフォン効果２が得られる該時間後に排水ポンプ３
２は停止される。When the amount of drainage from the sink 2 is large (5 liters / minute or more), the water level of the wastewater flowing into the drainage tank 31 from the drainage pipe 41 rises beyond the drainage port 34 and rises. It reaches the height of the water level sensor 35 installed at a position higher by a predetermined dimension than 34. When the water level sensor 35 senses the drainage, the drainage pump 32 is activated, the drainage of the drainage in the drainage tank 31 is started immediately, and the siphon effect 1 and the siphon effect 2 are developed. A timer (not shown) is set in advance for the time until the drainage reaches the vertical pipe joint 81, and after the time when the siphon effect 2 is obtained, the drainage pump 3
2 is stopped.
【００２５】排水タンク３１への流し台２からの排水流
入が終了すると、封水トラップ２２により封水され、タ
ンク内の水位が下降する。この時通気管５１から空気が
入りタンク内は大気圧に保たれ封水が保持される。さら
に水位が低下すると吸入口３３から空気が流入し、排水
の排出が終了する。When the drainage from the sink 2 to the drainage tank 31 is finished, the water is sealed by the water sealing trap 22 and the water level in the tank falls. At this time, air enters from the ventilation pipe 51, and the inside of the tank is kept at the atmospheric pressure to keep the water sealed. When the water level further decreases, air flows in from the suction port 33, and the discharge of drainage ends.
【００２６】[0026]
【発明の効果】本発明１の住居内の排水用配管構造は、
上述の構成とされているので、排水が縦管接合部に到達
するとサイフォン効果により以降の排水が行われ、該排
水横枝管の詰まりを防止する自浄効果に必要な排水流速
が確保でき、従って、配管は小口径・無勾配でよく必要
な床下空間は僅少ですみ、排水機器の設置位置が制限さ
れず、さらに、サイフォン効果発生後は上記排水ポンプ
は停止されるので、ポンプ作動時間が短時間となり、ポ
ンプの長寿命化が図れ、電気料金が節減可能となる。According to the first aspect of the present invention, the drainage pipe structure in a house is:
Because of the above-described configuration, when the drainage reaches the vertical pipe junction, the subsequent drainage is performed by the siphon effect, and the drainage flow rate necessary for the self-cleaning effect of preventing the clogging of the drainage lateral branch pipe can be secured. The pipes are small in diameter and have no slope.The required underfloor space is very small, the installation position of the drainage equipment is not restricted, and the above-mentioned drainage pump is stopped after the siphon effect occurs. It takes time, prolongs the life of the pump, and saves on electricity bills.
【００２７】本発明２の住居内の排水用配管構造は、上
述の構成とされているので、本発明１の効果を発現する
とともに、上記排水横枝管を水平部を経て垂直に垂下さ
せ排水縦管に連結させるまでの配管施工が容易である。[0027] The drainage piping structure in a house according to the second aspect of the present invention has the above-described structure, so that the effects of the first aspect of the invention are exhibited, and the drainage horizontal branch pipe is vertically suspended through a horizontal portion to drainage. Piping work is easy until it is connected to the vertical pipe.
【００２８】本発明３の住居内の排水用配管構造は、上
述の構成とされているので、本発明１の効果を発現する
とともに、排水機器からの排水量が多いときに、排水タ
ンク内の水位が排水口より上位に達して排水ポンプを起
動させ、上記排水横枝管内に急速に排水が充満し速やか
にサイフォン効果が発生し以降の排水が行われ、上記排
水ポンプは停止されるので、ポンプ作動時間が短時間と
なり、ポンプの長寿命化が図れ、電気料金が節減可能と
なる。Since the drainage pipe structure in a house according to the third aspect of the present invention is configured as described above, the effects of the first aspect of the present invention are exhibited, and the water level in the drainage tank when the amount of drainage from the drainage device is large. Reaches the higher rank than the drainage port and starts the drainage pump, the drainage is rapidly filled with drainage in the drainage horizontal branch pipe, the siphon effect occurs quickly, and the drainage is performed thereafter, and the drainage pump is stopped. The operation time is short, the service life of the pump is prolonged, and the electricity bill can be reduced.
【図１】本発明の実施の一例を示す説明図。FIG. 1 is an explanatory diagram showing an example of an embodiment of the present invention.
【図２】図１の一部拡大断面図。FIG. 2 is a partially enlarged sectional view of FIG.
１２ 床 １３ 天井 ２ 流し台 ２１ シンク ２２ 封水トラップ ３１ 排水タンク ３２ 排水ポンプ ３３ 吸入口 ３４ 排水口 ３５ 水位センサー ４１ 排水管 ４２ 排水横枝管第一垂直部 ４３ 排水横枝管水平部 ４４ 排水横枝管第二垂直部 ４５ 排水縦管 ５１ 通気管 ５２ 通気孔 ５３ 通気管継手 ６１、６２ 自然流下式排水管 ７１、７７ 洗面台 ７２、７８ 浴槽 ７３、７９ 便器 ８ 接続継手 ８１、８２ 縦管接合部 ９１、９２ 床下空間部 ９３ パイプシャフトスペース １０１ 階下居住空間 １０２ 階上居住空間 DESCRIPTION OF SYMBOLS 12 Floor 13 Ceiling 2 Sink 21 Sink 22 Seal trap 31 Drain tank 32 Drain pump 33 Suction port 34 Drain port 35 Water level sensor 41 Drain pipe 42 Drain horizontal branch pipe first vertical part 43 Drain horizontal branch pipe horizontal part 44 Drain horizontal branch Pipe vertical second part 45 Drainage vertical pipe 51 Vent pipe 52 Vent hole 53 Vent pipe joint 61, 62 Natural flow down drain pipe 71, 77 Wash basin 72, 78 Bath tub 73, 79 Toilet bowl 8 Connection joint 81, 82 Vertical pipe joint 91, 92 Underfloor space 93 Pipe shaft space 101 Downstairs living space 102 Upstairs living space
Claims (3)
置された排水機器からの排水管を、排水ポンプを内蔵し
た排水タンクの一端に接続し、上記排水タンクの他端に
は排水横枝管が接続され、この排水横枝管が排水縦管に
連結される住居内の排水用配管構造であって、上記排水
横枝管は水平部を経て垂直に垂下する垂直部を有してお
り、この垂直部は階下の床下に位置する縦管接合部にて
排水縦管に連結されていることを特徴とする住居内の排
水用配管構造。1. A drain pipe from a drain device installed on two or more floors of a multi-storey house is connected to one end of a drain tank having a built-in drain pump, and the other end of the drain tank is drained. A horizontal branch pipe is connected, and this drain horizontal branch pipe is a drainage piping structure in a house connected to a drain vertical pipe, wherein the drain horizontal branch pipe has a vertical portion vertically hanging down through a horizontal portion. The vertical pipe is connected to a vertical drain at a vertical pipe joint located below the floor below the floor.
で構成されていることを特徴とする請求項１記載の住居
内の排水用配管構造。2. The drainage piping structure in a house according to claim 1, wherein the drainage horizontal branch pipe is made of a flexible material.
始位置が、上記排水タンクの排水口よりも高い水位に設
定されていることを特徴とする請求項１記載の住居内の
排水用配管構造。3. The drainage piping structure in a residence according to claim 1, wherein the operation start position of the drainage pump in the drainage tank is set to a higher water level than the drainage port of the drainage tank. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10247128A JP2000074260A (en) | 1998-09-01 | 1998-09-01 | Drain piping structure in residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10247128A JP2000074260A (en) | 1998-09-01 | 1998-09-01 | Drain piping structure in residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000074260A true JP2000074260A (en) | 2000-03-14 |
Family
ID=17158859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10247128A Pending JP2000074260A (en) | 1998-09-01 | 1998-09-01 | Drain piping structure in residence |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000074260A (en) |
Cited By (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000297447A (en) * | 1999-04-14 | 2000-10-24 | Bridgestone Corp | Drainage system for building |
| JP2002121792A (en) * | 2000-10-17 | 2002-04-26 | Bridgestone Corp | Building drainage system |
| JP2002121787A (en) * | 2000-10-17 | 2002-04-26 | Bridgestone Corp | Drain system in building |
| JP2002275976A (en) * | 2001-03-21 | 2002-09-25 | Toto Ltd | Force feed equipment |
| JP2003213771A (en) * | 2002-01-25 | 2003-07-30 | Toto Ltd | Grinding device |
| JP2004225480A (en) * | 2003-01-27 | 2004-08-12 | Asahi Kasei Homes Kk | Drain structure |
| JP2006241708A (en) * | 2005-02-28 | 2006-09-14 | Bridgestone Corp | Siphon draining system |
| JP2006336322A (en) * | 2005-06-02 | 2006-12-14 | Bridgestone Corp | Siphon drain system with water storage function |
| JP2006336319A (en) * | 2005-06-02 | 2006-12-14 | Bridgestone Corp | Siphon drain system with water storage function |
| JP2007039884A (en) * | 2005-07-29 | 2007-02-15 | Bridgestone Corp | Drain pipe method |
| JP2007056458A (en) * | 2005-08-22 | 2007-03-08 | Bridgestone Corp | Drainage method for building |
| JP2007070885A (en) * | 2005-09-07 | 2007-03-22 | Bridgestone Corp | Composite drainage system for low-rise housing |
| JP2007315036A (en) * | 2006-05-25 | 2007-12-06 | Bridgestone Corp | Siphon drainage system with water storage section |
| JP2008002258A (en) * | 2006-01-19 | 2008-01-10 | Bridgestone Corp | Drain system |
| JP2008050906A (en) * | 2006-08-28 | 2008-03-06 | Bridgestone Corp | Siphon drainage system |
| JP2008063763A (en) * | 2006-09-05 | 2008-03-21 | Bridgestone Corp | Siphon-type reform drainage system |
| JP2008069543A (en) * | 2006-09-13 | 2008-03-27 | Bridgestone Corp | Siphon drain construction method |
| JP2008127837A (en) * | 2006-11-20 | 2008-06-05 | Bridgestone Corp | Siphon drainage system and structure of vent pipe for use in it |
| JP2008138392A (en) * | 2006-11-30 | 2008-06-19 | Bridgestone Corp | Vent pipe for siphon drainage system |
| JP2008184776A (en) * | 2007-01-29 | 2008-08-14 | Bridgestone Corp | Siphon drainage system |
| JP2008214971A (en) * | 2007-03-05 | 2008-09-18 | Bridgestone Corp | Siphon water system |
| JP2008280784A (en) * | 2007-05-11 | 2008-11-20 | Ohbayashi Corp | Drainage system and method |
| JP2009150220A (en) * | 2009-04-03 | 2009-07-09 | Asahi Kasei Homes Co | Drain pipe structure |
| JP2016121501A (en) * | 2014-12-25 | 2016-07-07 | 株式会社ブリヂストン | Drain joint and drainage system |
-
1998
- 1998-09-01 JP JP10247128A patent/JP2000074260A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000297447A (en) * | 1999-04-14 | 2000-10-24 | Bridgestone Corp | Drainage system for building |
| JP2002121792A (en) * | 2000-10-17 | 2002-04-26 | Bridgestone Corp | Building drainage system |
| JP2002121787A (en) * | 2000-10-17 | 2002-04-26 | Bridgestone Corp | Drain system in building |
| JP2002275976A (en) * | 2001-03-21 | 2002-09-25 | Toto Ltd | Force feed equipment |
| JP2003213771A (en) * | 2002-01-25 | 2003-07-30 | Toto Ltd | Grinding device |
| JP2004225480A (en) * | 2003-01-27 | 2004-08-12 | Asahi Kasei Homes Kk | Drain structure |
| JP2006241708A (en) * | 2005-02-28 | 2006-09-14 | Bridgestone Corp | Siphon draining system |
| JP4648035B2 (en) * | 2005-02-28 | 2011-03-09 | 株式会社ブリヂストン | Siphon drainage system |
| JP2006336322A (en) * | 2005-06-02 | 2006-12-14 | Bridgestone Corp | Siphon drain system with water storage function |
| JP2006336319A (en) * | 2005-06-02 | 2006-12-14 | Bridgestone Corp | Siphon drain system with water storage function |
| JP2007039884A (en) * | 2005-07-29 | 2007-02-15 | Bridgestone Corp | Drain pipe method |
| JP4666609B2 (en) * | 2005-07-29 | 2011-04-06 | 株式会社ブリヂストン | Drainage piping method |
| JP2007056458A (en) * | 2005-08-22 | 2007-03-08 | Bridgestone Corp | Drainage method for building |
| JP2007070885A (en) * | 2005-09-07 | 2007-03-22 | Bridgestone Corp | Composite drainage system for low-rise housing |
| JP2008002258A (en) * | 2006-01-19 | 2008-01-10 | Bridgestone Corp | Drain system |
| JP2007315036A (en) * | 2006-05-25 | 2007-12-06 | Bridgestone Corp | Siphon drainage system with water storage section |
| JP2008050906A (en) * | 2006-08-28 | 2008-03-06 | Bridgestone Corp | Siphon drainage system |
| JP2008063763A (en) * | 2006-09-05 | 2008-03-21 | Bridgestone Corp | Siphon-type reform drainage system |
| JP2008069543A (en) * | 2006-09-13 | 2008-03-27 | Bridgestone Corp | Siphon drain construction method |
| JP2008127837A (en) * | 2006-11-20 | 2008-06-05 | Bridgestone Corp | Siphon drainage system and structure of vent pipe for use in it |
| JP2008138392A (en) * | 2006-11-30 | 2008-06-19 | Bridgestone Corp | Vent pipe for siphon drainage system |
| JP2008184776A (en) * | 2007-01-29 | 2008-08-14 | Bridgestone Corp | Siphon drainage system |
| JP2008214971A (en) * | 2007-03-05 | 2008-09-18 | Bridgestone Corp | Siphon water system |
| JP2008280784A (en) * | 2007-05-11 | 2008-11-20 | Ohbayashi Corp | Drainage system and method |
| JP2009150220A (en) * | 2009-04-03 | 2009-07-09 | Asahi Kasei Homes Co | Drain pipe structure |
| JP2016121501A (en) * | 2014-12-25 | 2016-07-07 | 株式会社ブリヂストン | Drain joint and drainage system |
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