JPH0364756B2 - - Google Patents

Info

Publication number
JPH0364756B2
JPH0364756B2 JP62078955A JP7895587A JPH0364756B2 JP H0364756 B2 JPH0364756 B2 JP H0364756B2 JP 62078955 A JP62078955 A JP 62078955A JP 7895587 A JP7895587 A JP 7895587A JP H0364756 B2 JPH0364756 B2 JP H0364756B2
Authority
JP
Japan
Prior art keywords
pipe
water
receiving pipe
receiving
joint
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62078955A
Other languages
Japanese (ja)
Other versions
JPS63243589A (en
Inventor
Yoshiaki Fukuhara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TOA KOKYU KEISHU BARUBU SEIZO KK
Original Assignee
TOA KOKYU KEISHU BARUBU SEIZO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOA KOKYU KEISHU BARUBU SEIZO KK filed Critical TOA KOKYU KEISHU BARUBU SEIZO KK
Priority to JP62078955A priority Critical patent/JPS63243589A/en
Publication of JPS63243589A publication Critical patent/JPS63243589A/en
Publication of JPH0364756B2 publication Critical patent/JPH0364756B2/ja
Granted legal-status Critical Current

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  • Branch Pipes, Bends, And The Like (AREA)
  • Sink And Installation For Waste Water (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は高層ビルなどに配設して生活汚水を流
込む排水管に関する。
DETAILED DESCRIPTION OF THE INVENTION "Industrial Application Field" The present invention relates to a drain pipe installed in a high-rise building or the like and into which domestic sewage flows.

「従来の技術」 従来、複数の横枝管を立管に連通接続させる排
水管継手として、例えば実開昭61−50181号公報
記載の中空状の集合管本体に、横枝管接続口から
流入する排水を導水板部で合流案内させる上蓋を
設けるようにした手段がある。
``Prior Art'' Conventionally, as a drain pipe joint that connects multiple side branch pipes to a standpipe, for example, water flows into a hollow collecting pipe body as described in Japanese Utility Model Application Publication No. 61-50181 from a side branch pipe connection port. There is a method that includes a top cover that allows the waste water to flow through the water guide plate to be merged and guided.

「発明が解決しようとする問題点」 しかし乍ら上記従来手段の場合、管本体側部の
複数の横枝管接続口から流入する排水が、導水板
部に衝突して下方に流下する際相互にぶつかり合
う状態の水栓作用を発生させ、排水の円滑な流下
を阻害させたり管内部に大きな流水音や空気圧変
動を生じさせるなどの問題があるばかりでなく、
上層階からの流水が急速度で導水板部内側を流下
する場合にも余り減速されることなく、横枝管接
続口からの排水に合流して、該合流部でも大きな
流水音や空気圧変動を生じさせるなどして、流水
性能に秀れた排水が行えないという問題があつ
た。
``Problems to be Solved by the Invention'' However, in the case of the above-mentioned conventional means, when the drainage water flowing in from the plurality of side branch pipe connection ports on the side of the pipe body collides with the water guide plate and flows downward, This not only causes problems such as causing the faucet to collide with each other, impeding the smooth flow of wastewater, and causing loud running water noise and air pressure fluctuations inside the pipe.
Even when running water from the upper floors flows down inside the water guide plate, it is not slowed down much and merges with the drainage from the side branch pipe connection, causing large running water noise and air pressure fluctuations at the junction. There was a problem that drainage with excellent water flow performance could not be performed due to such problems.

「問題点を解決するための手段」 然るに本発明は、複数の横枝管を立管に排水管
継手を介して連続接続させる構造において、前記
排水管継手の中心部に受入管を立設させ、上方側
の立管とその受入管上端側とを接続させ、前記排
水管継手下端側の集合落下口に対向させて受入管
下端を開口させる多面形の角形内孔を前記受入管
に形成すると共に、前記受入管下端側を先細り形
状に形成し、前記角形内孔の角隅部の副流作用並
びに多面形内周面の摩擦抵抗により前記受入管で
流出速度を減速させるように設ける一方、前記排
出管継手下側内部の集合落下面に受入管下端から
の流水を放出可能に構成したものである。
"Means for Solving the Problems" However, the present invention provides a structure in which a plurality of side branch pipes are continuously connected to a standpipe via a drain pipe joint, in which a receiving pipe is erected in the center of the drain pipe joint. , a polygonal square inner hole is formed in the receiving pipe to connect the upper standpipe and the upper end side of the receiving pipe, and to open the lower end of the receiving pipe so as to face the collection drop opening on the lower end side of the drain pipe joint. At the same time, the lower end side of the receiving pipe is formed into a tapered shape, and the receiving pipe is provided so as to reduce the outflow speed by the side flow effect of the corner portion of the square inner hole and the frictional resistance of the polyhedral inner circumferential surface, The structure is configured such that running water from the lower end of the receiving pipe can be discharged onto a collection falling surface inside the lower side of the discharge pipe joint.

「作 用」 而して本考案によれば、前記立管の排水効率の
向上を容易に図り得、また従来の通気管などを不
要にして構造の簡略化並びにコスト低下などを容
易に図り得ると共に、前記受入管内部の流水制動
作用により流水音を低下させ得、さらに受入管か
らの流水と横枝管からの流水を集合落下面で整然
と合流させ得、集合落下口での流水の乱れや水栓
作用を防いで流水性能を良好とさせることができ
る。
"Function" Therefore, according to the present invention, it is possible to easily improve the drainage efficiency of the standpipe, and also to eliminate the need for conventional ventilation pipes, thereby simplifying the structure and reducing costs. At the same time, it is possible to reduce the sound of running water by controlling the flow inside the receiving pipe, and furthermore, it is possible to make the flowing water from the receiving pipe and the flowing water from the side branch pipe join together in an orderly manner at the collecting and falling surface, thereby reducing the turbulence of the flowing water at the collecting and falling port. Faucet action can be prevented and water flow performance can be improved.

「実施例」 以下、本発明の実施例を図面に基づいて詳述す
る。第1図は要部の平面図、第2図は全体説明図
であり、高層ビル1の最下階乃至最上階に排水用
立管2を立設させる。前記立管2の上端をビル1
屋上に突出させて大気中に開放させると共に、雨
水及び風の侵入を防ぐカバー3を前記立管2上端
に固設している。
"Example" Hereinafter, an example of the present invention will be described in detail based on the drawings. FIG. 1 is a plan view of the main parts, and FIG. 2 is an explanatory view of the entire structure. A drainage standpipe 2 is installed from the lowest floor to the top floor of a high-rise building 1. The upper end of the standpipe 2 is connected to the building 1.
A cover 3 is fixed to the upper end of the standpipe 2 to protrude from the roof and open to the atmosphere and prevent rainwater and wind from entering.

また前記立管2の中間に排水管継手4を設け、
複数の横枝管5…を前記立管2に排水管継手4を
介して連通接続させると共に、前記立管2の最下
端にベンド管6を設け、補助横管7及び減勢継手
8を過して前記ベンド管6に横管9を連結させ
る。そして前記ビル1の各階に生じる生活汚水を
各横枝管5…から立管2に流出させると共に、前
記立管2からの流水を前記横管9を介して下水本
管(図示省略)に送出するように構成している。
Further, a drain pipe joint 4 is provided in the middle of the standpipe 2,
A plurality of horizontal branch pipes 5 are connected to the standpipe 2 via drain pipe joints 4, and a bend pipe 6 is provided at the lowest end of the standpipe 2, and the auxiliary horizontal pipes 7 and the energy-reducing joint 8 are connected to each other. Then, the horizontal pipe 9 is connected to the bend pipe 6. Then, the domestic sewage generated on each floor of the building 1 flows out from each side branch pipe 5 to the standpipe 2, and the water flowing from the standpipe 2 is sent to the main sewer pipe (not shown) via the side pipe 9. It is configured to do so.

さらに第3図乃至第5図に示す如く、前記立管
2より大径の円筒状側板部10と、前記側板部1
0上端の円形開口を閉塞する上板部11と、前記
側板部10下端側を立管2と略同一径に絞つて形
成した集合落下口12とを、前記排水管継手4に
設ける。前記排水管継手4の集合落下口12にフ
ランジ接合部13を介して下側の立管2を連通接
続させる。一方、前記側板部10外周に放射状に
90度間隔で3本の取水口14…を形成し、各取水
口14…にフランジ接合部15を介して横枝管5
を連通接続させ、前記排水管継手4に対し3本の
横枝管5…を連結させ、排水管継手4の側板部1
0内部に形成した共通空間16に各横枝管5…を
連通開放させるように構成している。
Further, as shown in FIGS. 3 to 5, a cylindrical side plate portion 10 having a larger diameter than the standpipe 2,
The drain pipe joint 4 is provided with an upper plate part 11 that closes a circular opening at the upper end of the drainage pipe joint 4, and a collective drop opening 12 formed by narrowing the lower end side of the side plate part 10 to approximately the same diameter as the standpipe 2. The lower standpipe 2 is connected to the collective drop port 12 of the drain pipe joint 4 via a flange joint 13. On the other hand, radially on the outer periphery of the side plate portion 10
Three water intakes 14 are formed at 90 degree intervals, and a horizontal branch pipe 5 is connected to each water intake 14 via a flange joint 15.
The three horizontal branch pipes 5 are connected to the drain pipe joint 4, and the side plate portion 1 of the drain pipe joint 4 is connected to the drain pipe joint 4.
The horizontal branch pipes 5 are configured to communicate with and open to a common space 16 formed inside the pipe 0.

また前記上板部11中央に受入管17を一体連
設し、排水管継手4の共通空間16中心部に前記
受入管17を立設させ、上方側の立管2と受入管
17上端とをフランジ接合部18を介して連通接
続させると共に、前記集合落下口12に対向させ
て受入管17下端の流下口19を開口している。
Further, a receiving pipe 17 is integrally provided in the center of the upper plate portion 11, and the receiving pipe 17 is provided upright in the center of the common space 16 of the drain pipe joint 4, so that the upper end of the vertical pipe 2 and the receiving pipe 17 are connected to each other. They are communicated via a flange joint 18 and have a downstream opening 19 at the lower end of the receiving pipe 17 facing the collective drop opening 12 .

さらに前記共通空間16に配設する受入管17
の中間乃至下端側を四角筒形に形成し、第4図に
示す如く、前記立管2及び受入管17内部を流下
する整流(平面視反時計方向の回転)と同一方向
に前記横枝管5からの流水を受入管17外周の整
流面20により流出案内させるもので、前記横枝
管5の軸芯線に対し整流方向(矢印a)に前記整
流面20を変位させ、横枝管5からの流水が整流
面20に当つて整流と略同一の方向(矢印b)に
放出されると共に、前記受入管17の四角筒部を
軸芯線を中心に整流方向aに捩つて螺線形に形成
し、受入管17の螺線形内外周面で整流移動を助
成するように構成している。
Further, a receiving pipe 17 disposed in the common space 16
The middle or lower end side of the pipe is formed into a rectangular cylindrical shape, and as shown in FIG. 5 is guided to flow out by a rectifying surface 20 on the outer periphery of the receiving pipe 17. The rectifying surface 20 is displaced in the rectifying direction (arrow a) with respect to the axis of the horizontal branch pipe 5, and the water flowing from the horizontal branch pipe 5 is The flowing water hits the rectification surface 20 and is discharged in substantially the same direction as the rectification (arrow b), and the rectangular cylindrical portion of the receiving pipe 17 is twisted in the rectification direction a around the axis line to form a spiral shape. , the spiral inner and outer circumferential surfaces of the receiving tube 17 are configured to assist rectification movement.

また第5図に示す如く、前記受入管17の下端
側を先細り形状に形成したもので、前記受入管1
7の四角形内孔21の角隅部に生じる副流(二次
水流)作用並びに四角形内周面の摩擦抵抗により
受入管17内で流水の流出速度を減速させるもの
であり、ビル1上階層からの流水が立管2内を急
速度で落下しても、前記受入管17上端側円筒部
から四角筒部に流下する段階で減速されると共
に、受入管17の四角筒部内でさらに減速されて
流下口19に至らせ、その流水の制動により流水
音を低くするように構成している。
Further, as shown in FIG. 5, the lower end side of the receiving tube 17 is formed into a tapered shape.
The outflow speed of the flowing water is reduced in the receiving pipe 17 by the side flow (secondary water flow) action generated at the corners of the rectangular inner hole 21 of No. 7 and the frictional resistance of the rectangular inner circumferential surface. Even if the flowing water falls through the standpipe 2 at a rapid rate, it is decelerated at the stage of flowing down from the upper end side cylindrical part of the receiving pipe 17 to the square cylindrical part, and is further decelerated within the square cylindrical part of the receiving pipe 17. The structure is such that the sound of the flowing water is reduced by braking the flowing water to the downstream port 19.

一方、前記整流面20以外の受入管17一側を
この軸芯方向に開設して空気連通溝22を形成
し、その連通溝22を介して前記共通空間16を
受入管17の側部から内部に連通させるもので、
前記流下口19が流水によつて閉塞されて該流下
口19が通気閉塞されても、横枝管5内の空気が
共通空間16及び連通溝22を介して受入管17
中心の伸張通気部に連通されるから、横枝管5か
らの流水により圧縮される共通空間16内の高圧
空気が連通溝22から受入管17及び立管2の中
心に形成される伸張通気部を介して立管2の上端
側に排出され、前記共通空間16内における空気
圧力の変動を緩和して流水性能を向上させるよう
に構成している。
On the other hand, one side of the receiving pipe 17 other than the rectifying surface 20 is opened in the axial direction to form an air communication groove 22, and the common space 16 is connected to the interior from the side of the receiving pipe 17 through the communicating groove 22. It communicates with
Even if the outlet 19 is blocked by running water and the outlet 19 is blocked for ventilation, the air in the side branch pipe 5 flows through the common space 16 and the communication groove 22 to the receiving pipe 17.
Since the high pressure air in the common space 16 that is compressed by the water flowing from the side branch pipe 5 is communicated with the central extension vent, the high pressure air in the common space 16 is transferred from the communication groove 22 to the extension vent formed at the center of the receiving pipe 17 and the standpipe 2. The air is discharged to the upper end side of the standpipe 2 through the pipe, and is configured to alleviate fluctuations in air pressure within the common space 16 and improve water flow performance.

また第1図にも示す如く、前記受入管17の下
端側を先細り形状に絞り形成し、受入管17の流
下口19内径をこの下方の集合落下口12内径よ
り若干小さく形成すると共に、排水管継手4の側
板部10と集合落下口12との接合段部内面によ
り集合落下面23を形成したもので、前記流下口
19からの流水がこの拡散作用により広がつて前
記落下面23に当り、横枝管5からの流水と流下
口19からの流水とが整流方向に移動し乍ら前記
落下面23で混合されて落下口12に落下するよ
うに構成している。
Further, as shown in FIG. 1, the lower end of the receiving pipe 17 is formed into a tapered shape, and the inner diameter of the downstream port 19 of the receiving pipe 17 is formed to be slightly smaller than the inner diameter of the lower collecting port 12, and the drain pipe A collecting falling surface 23 is formed by the inner surface of the joint step between the side plate part 10 of the joint 4 and the collecting falling port 12, and the flowing water from the flowing water opening 19 spreads due to this diffusion effect and hits the falling surface 23, The water flowing from the side branch pipe 5 and the water flowing from the outlet 19 move in the rectifying direction, mix at the falling surface 23, and fall into the outlet 12.

また第6図に示す如く、前記ベンド管6を入口
24と出口25とで約90度方向変位すべく円弧状
に折曲げ形成し、前記ベンド管6の彎曲中心方向
にベンド管6の内周面26を膨出させ、入口24
及び出口25に比べてベンド管6の中間部内径を
大きく形成したもので、前記ベンド管6の外周面
27に沿つて流下する立管2からの流水量が増大
しても、ベンド管6中間部の体積増大により流水
性を良好とし、ベンド管6内での空気の閉塞を防
ぐと共に、出口25側の内周面26が上流に向け
て急勾配となり、立管2方向への洗剤泡などの逆
流を前記内周面26の急勾配により阻止し、跳水
現象による水栓作用の発生により洗剤泡などが逆
流するのを防ぐように構成している。
Further, as shown in FIG. 6, the bend pipe 6 is bent into an arc shape so as to be displaced approximately 90 degrees between the inlet 24 and the outlet 25, and the inner circumference of the bend pipe 6 is The surface 26 is bulged and the inlet 24
The inner diameter of the middle part of the bend pipe 6 is formed larger than that of the outlet 25, so that even if the amount of water flowing down from the stand pipe 2 flowing down along the outer circumferential surface 27 of the bend pipe 6 increases, the middle part of the bend pipe 6 is The increased volume of the pipe improves water flow and prevents air from clogging in the bend pipe 6, and the inner circumferential surface 26 on the outlet 25 side becomes steeply sloped toward the upstream, which prevents detergent foam, etc. from flowing in the two directions of the vertical pipe. The steep slope of the inner circumferential surface 26 prevents the backflow of detergent foam and the like due to the faucet action caused by the splashing phenomenon.

さらに第6図に示す如く、前記減勢継手8の底
面側に段部28を設け、その継手8の入口29側
に対し出口30側を低く形成し、前記段部28に
よつて減勢池31を形成し、その減勢継手8内部
の減勢池31によつて前記ベンド管6からの流水
の速度を減速させるもので、前記立管2の全体高
さに比例した長さlに補助横管7を形成し、ベン
ド管6からの流水と横管9の流水との速度差によ
つて跳水現象が生じる位置に減勢池31を配置さ
せ、ベンド管6の流水速度に比べて横管9の流水
速度が遅くても、減勢池31による流水の減勢作
用により、水の跳上がり並びにうねり並びに洗剤
泡などの発生を防ぎ、またベンド管6内部の曲り
面における空気芯も適正状態に形成維持されるよ
うに構成している。
Further, as shown in FIG. 6, a step 28 is provided on the bottom side of the energy-reducing joint 8, and the outlet 30 side of the joint 8 is formed lower than the inlet 29 side. 31, and the speed of the water flowing from the bend pipe 6 is reduced by the energy reducing pond 31 inside the energy reducing joint 8, and the length l is proportional to the overall height of the vertical pipe 2. A horizontal pipe 7 is formed, and a damping pond 31 is arranged at a position where a water jumping phenomenon occurs due to the speed difference between the water flowing from the bend pipe 6 and the water flowing from the horizontal pipe 9. Even if the water flow rate in the pipe 9 is slow, the energy reduction effect of the water reduction pond 31 prevents the water from jumping up, undulating, detergent foam, etc., and also ensures that the air core on the curved surface inside the bend pipe 6 is properly maintained. It is configured to be formed and maintained in the same state.

本実施例は上記の如く構成するもので、前記横
枝管5からの流水は受入管17外周の整流面20
に当り、その流水が共通空間16内部で整流とな
つて集合落下口12から下側の立管2に流下する
と共に、上側の立管2から受入管17内に流下す
る流水は、受入管17の四角筒形の内孔21で多
段的に減速され、受入管17下端の流下口19か
ら集合落下面23を介して集合落下口12に流下
するもので、前記共通空間16内で空気が圧縮さ
れたとき、その空気16の高圧空気は受入管17
内部にこの側面の連通溝22を介して排出され
る。
The present embodiment is constructed as described above, and the water flowing from the side branch pipe 5 is directed to the rectifying surface 20 on the outer periphery of the receiving pipe 17.
At this time, the flowing water is rectified inside the common space 16 and flows down from the collecting outlet 12 to the lower standpipe 2, and the flowing water flowing down from the upper standpipe 2 into the receiving pipe 17 is The air is decelerated in multiple stages through the rectangular cylindrical inner hole 21 and flows down from the flow outlet 19 at the lower end of the receiving pipe 17 to the collective fall port 12 via the collective fall surface 23, and the air is compressed in the common space 16. When the high pressure air of the air 16 is
It is discharged into the interior through the communication groove 22 on this side surface.

また前記立管2下端から流下する流水は、ベン
ド管6及び補助横管7及び減勢継手8を介して横
管9に流出するもので、ベンド管6からの流水が
補助横管7を介して減勢継手8に流れ込んだと
き、減勢池31によりその流水が減勢されて横管
9に流出するものである。
The water flowing down from the lower end of the standpipe 2 flows into the horizontal pipe 9 via the bend pipe 6, the auxiliary horizontal pipe 7, and the energy reducing joint 8. When the flowing water flows into the energy reducing joint 8, its energy is reduced by the energy reducing pond 31 and flows out into the horizontal pipe 9.

「発明の効果」 以上実施例から明らかなように本発明は、複数
の横枝管5を立管2に排水管継手4を介して連通
接続させる構造において、前記排水管継手4の中
心部に受入管17を立設させ、上方側の立管2と
その受入管17上端側とを接続させ、前記排水管
継手4下端側の集合落下口12に対向させて受入
管17下端を開口させる多面形の角形内孔21を
前記受入管17に形成すると共に、前記受入管1
7下端側を先細り形状に形成し、前記角形内孔2
1の角隅部の副流作用並びに多面形内周面の摩擦
抵抗により前記受入管17で流出速度を減速させ
るように設ける一方、前記排水管継手4下側内部
の集合落下面23に受入管17下端からの流水を
放出させるものであるから、前記立管2の排水効
率の向上を容易に図ることができ、また従来の通
気管などを不要にして構造の簡略化並びにコスト
低下などを容易に図ることができると共に、前記
受入管17内部の流水制動作用により流水音を低
下させることができ、さらに受入管17からの流
水と横枝管5からの流水を集合落下面23で整然
と合流させることができて、集合落下口12での
流水の乱れや水栓作用を防ぐとともに流速を減速
させて流水制動効果を向上させ、より一層流水性
能を良好とさせて流水を円滑に放出させることが
できる等の効果を奏するものである。
"Effects of the Invention" As is clear from the above embodiments, the present invention provides a structure in which a plurality of horizontal branch pipes 5 are connected to the standpipe 2 via the drain pipe joint 4, in which a central portion of the drain pipe joint 4 is connected. A multifaceted structure in which a receiving pipe 17 is erected, the upper standpipe 2 and the upper end of the receiving pipe 17 are connected, and the lower end of the receiving pipe 17 is opened facing the collection drop port 12 on the lower end side of the drain pipe joint 4. A rectangular inner hole 21 of the shape is formed in the receiving tube 17, and the receiving tube 1
7 The lower end side is formed into a tapered shape, and the square inner hole 2
The receiving pipe 17 is provided so as to reduce the outflow velocity due to the side flow action of the corners of the drain pipe 1 and the frictional resistance of the polyhedral inner circumferential surface. Since the water is discharged from the lower end of the standpipe 2, the drainage efficiency of the standpipe 2 can be easily improved, and the conventional ventilation pipe etc. are not required, making it easy to simplify the structure and reduce costs. It is possible to reduce the sound of running water by controlling the flow inside the receiving pipe 17, and furthermore, the flowing water from the receiving pipe 17 and the flowing water from the side branch pipe 5 are brought together in an orderly manner at the collecting and falling surface 23. It is possible to prevent the turbulence and faucet action of the flowing water at the collection drop opening 12, reduce the flow velocity, improve the flowing water braking effect, and further improve the flowing water performance to discharge the flowing water smoothly. It has the following effects:

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

第1図は本発明の一実施例を示す要部の平面
図、第2図は全体説明図、第3図は排水管継手の
側面図、第4図は同平面図、第5図は同部分底面
図、第6図はベンド管及び減勢継手の側面図であ
る。 2…立管、4…排水管継手、5…横枝管、12
…集合落下口、17受入管、23…集合落下面。
Fig. 1 is a plan view of essential parts showing one embodiment of the present invention, Fig. 2 is an overall explanatory view, Fig. 3 is a side view of a drain pipe joint, Fig. 4 is a plan view of the same, and Fig. 5 is the same. The partial bottom view and FIG. 6 are side views of the bend pipe and the energy reducing joint. 2...stand pipe, 4...drain pipe joint, 5...side branch pipe, 12
...Collection drop opening, 17 reception pipe, 23...Collection fall surface.

Claims (1)

【特許請求の範囲】[Claims] 1 複数の横枝管を立管に排水管継手を介して連
通接続させる構造において、前記排水管継手の中
心部に受入管を立設させ、上方側の立管とその受
入管上端側とを接続させ、前記排水管継手下端側
の集合落下口に対向させて受入管下端を開口させ
る多面形の角形内孔を前記受入管に形成すると共
に、前記受入管下端側を先細り形状に形成し、前
記角形内孔の角隅部の副流作用並びに多面形内周
面の摩擦抵抗により前記受入管で流出速度を減速
させるように設ける一方、前記排出管継手下側内
部の集合落下面に受入管下端からの流水を放出可
能に構成したことを特徴とする排水管。
1. In a structure in which a plurality of side branch pipes are connected to a standpipe via a drain pipe joint, a receiving pipe is installed upright in the center of the drain pipe joint, and the upper stand pipe and the upper end of the receiving pipe are connected. forming a polygonal rectangular inner hole in the receiving pipe that opens the lower end of the receiving pipe so as to be connected to the lower end of the drain pipe joint, and forming the lower end of the receiving pipe into a tapered shape; The receiving pipe is provided so as to reduce the outflow velocity due to the side flow effect of the corners of the rectangular inner hole and the frictional resistance of the polyhedral inner circumferential surface, while the receiving pipe is provided on the collecting falling surface inside the lower side of the discharge pipe joint. A drain pipe characterized in that it is configured such that running water can be discharged from the lower end.
JP62078955A 1987-03-30 1987-03-30 Drain pipe Granted JPS63243589A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62078955A JPS63243589A (en) 1987-03-30 1987-03-30 Drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62078955A JPS63243589A (en) 1987-03-30 1987-03-30 Drain pipe

Publications (2)

Publication Number Publication Date
JPS63243589A JPS63243589A (en) 1988-10-11
JPH0364756B2 true JPH0364756B2 (en) 1991-10-08

Family

ID=13676310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62078955A Granted JPS63243589A (en) 1987-03-30 1987-03-30 Drain pipe

Country Status (1)

Country Link
JP (1) JPS63243589A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2608911B2 (en) * 1988-03-01 1997-05-14 積水化学工業株式会社 Collective pipe fitting
JPH0816338B2 (en) * 1989-07-25 1996-02-21 積水化学工業株式会社 Collective pipe fitting
JP2532562Y2 (en) * 1990-03-30 1997-04-16 住友軽金属工業株式会社 Copper pipe fittings
JP2002121787A (en) * 2000-10-17 2002-04-26 Bridgestone Corp Drain system in building
JP4907640B2 (en) * 2008-12-22 2012-04-04 株式会社キッツ Drainage pipe fitting device
JP2016223695A (en) * 2015-05-29 2016-12-28 丸一株式会社 Piping structure for electric water heater

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6150181B2 (en) * 1983-10-12 1986-11-01 Nissan Motor

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6335099Y2 (en) * 1984-09-03 1988-09-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6150181B2 (en) * 1983-10-12 1986-11-01 Nissan Motor

Also Published As

Publication number Publication date
JPS63243589A (en) 1988-10-11

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