JPH0361877B2 - - Google Patents

Info

Publication number
JPH0361877B2
JPH0361877B2 JP62078957A JP7895787A JPH0361877B2 JP H0361877 B2 JPH0361877 B2 JP H0361877B2 JP 62078957 A JP62078957 A JP 62078957A JP 7895787 A JP7895787 A JP 7895787A JP H0361877 B2 JPH0361877 B2 JP H0361877B2
Authority
JP
Japan
Prior art keywords
pipe
standpipe
water
joint
receiving
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
JP62078957A
Other languages
Japanese (ja)
Other versions
JPS63243591A (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 JP62078957A priority Critical patent/JPS63243591A/en
Publication of JPS63243591A publication Critical patent/JPS63243591A/en
Publication of JPH0361877B2 publication Critical patent/JPH0361877B2/ja
Granted legal-status Critical Current

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  • Sink And Installation For Waste Water (AREA)
  • Branch Pipes, Bends, And The Like (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、横
枝管から立管に汚染を送出すると共に、前記立管
の下端にベンド管を介して横管を接続させ、横管
から下水本管に汚染を流出させていた。
"Prior Art" Conventionally, a plurality of side branch pipes are connected to a standpipe to send contaminants from the side branch pipes to the standpipe, and the horizontal pipe is connected to the lower end of the standpipe via a bend pipe. Contamination was being discharged from the side pipe into the main sewer pipe.

「発明が解決しようとする問題点」 前記従来技術は、立管の流水速度に比べて横管
の流水速度が遅くなるから、立管からの流水が横
管内の流水に衝突し、横管内で跳水現象を生じ易
く、水の跳上り及びうねり及び洗剤泡などの発生
により流水性が維持されない等の問題があつた。
"Problems to be Solved by the Invention" In the above-mentioned prior art, since the water velocity in the horizontal pipe is slower than that in the vertical pipe, the water flowing from the vertical pipe collides with the water in the horizontal pipe, causing water to flow inside the horizontal pipe. There was a problem that water splash phenomenon was likely to occur, and water flowability was not maintained due to splashing and swell of water and generation of detergent foam.

「問題点を解決するための手段」 然るに、本発明は、複数の横枝管を排水集合用
の立管に排水管継手を介して連通接続させると共
に、該立管の下端にベンド管を介して横管を連通
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し、前記角
形内孔の角隅部の副流作用並びに多面形周面の摩
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、前記ベンド管からの流水速度
を減速させる減勢池を内部に形成する減勢継手
を、前記ベンド管と横管の間に介設したものであ
る。
"Means for Solving the Problems" However, the present invention connects a plurality of side branch pipes to a standpipe for collecting drainage via a drain pipe joint, and connects a plurality of side branch pipes to a standpipe for collecting drainage via a bend pipe at the lower end of the standpipe. In a structure in which horizontal pipes are connected for communication, a receiving pipe is set up in the center of the drain pipe joint, and the upper stand pipe and the upper end of the receiving pipe are connected, and the collective fall of the lower end of the drain pipe joint is performed. A polygonal rectangular inner hole opening the lower end of the receiving tube facing the opening is formed in the receiving tube. A deenergizing joint is provided between the bend pipe and the horizontal pipe to reduce the outflow velocity, and also to form a deenergizing reservoir therein to decelerate the velocity of water flowing from the bend pipe.

「作用」 上層階から立管内を急速度で落下する流水を、
前記受入管を流下する間に流速を減速させ整流と
させることによつて、流水音が高音となつたり空
気圧変動が大となることを防止し、また集合落下
口での水栓作用を防いで流水性能を向上させる一
方、立管からベンド管を介し横管に流水が流下す
るときには、その流速差を縮小させ、前記管継手
での流水制動効果と減勢継手での流水減勢効果と
でもつて、横管内に流入させる際の勢いを有効に
低下させて横管内での水の跳上がり及びうねりな
どを阻止して、横管内での跳水現象並びに洗剤泡
などの発生を防止し得ると共に、前記ベンド管内
で形成される空気芯なども適正に維持し得、ベン
ド管及び横管の流水性を容易に向上させ得るもの
である。
``Function'' Flowing water falling rapidly through the standpipe from the upper floors,
By slowing down the flow rate and rectifying the flow while flowing down the receiving pipe, the sound of running water is prevented from becoming high-pitched and air pressure fluctuations are large, and the faucet action at the collection outlet is prevented. While improving the flowing water performance, when flowing water flows down from the vertical pipe to the side pipe via the bend pipe, the difference in flow velocity is reduced, and the flowing water damping effect at the pipe joint and the flowing water deenergizing effect at the deenergization joint are reduced. Therefore, it is possible to effectively reduce the force of water flowing into the horizontal pipe and prevent the water from jumping up and undulating within the horizontal pipe, thereby preventing water splashing and detergent foam from occurring within the horizontal pipe. The air core formed within the bent pipe can also be properly maintained, and the water flow properties of the bent pipe and the horizontal pipe can be easily 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図は要部の側面図、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 side view of the main parts, and FIG. 2 is an explanatory view of the entire structure. A drainage standpipe 2 is erected from the bottom 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 fixedly installed at 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を介して前記ベンド管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 a drain pipe joint 4, and a bend pipe 6 is provided at the lowest end of the standpipe 2, and a bend pipe 6 is provided at the lowest end of the standpipe 2, 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 sewage main 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, and a side plate portion 1
The drain pipe joint 4 is provided with an upper plate part 11 that closes a circular opening at the upper end of the drain 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 collection outlet 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上層階からの流水が立管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 water in the receiving pipe 17 is slowed down 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。
In addition, 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 inner diameter of the receiving pipe 17 is formed to be slightly smaller than the inner diameter of the lower collecting port 12, and the receiving pipe 17 is assembled with the side plate portion 10 of the drain pipe joint 4. A collective falling surface 23 is formed by the inner surface of the step joining with the falling port 12, and the flowing water from the flowing port 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の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、路
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 made larger than that of the outlet 25, so that even if the amount of water flowing down from the vertical pipe 2 along the outer circumferential surface 27 of the bend pipe 6 increases, the bend pipe 6 is The increased volume of the middle part improves water flow, prevents air from clogging in the bend pipe 6, and makes the inner circumferential surface 26 on the outlet 25 side steeply sloped toward the upstream, preventing detergent foam from flowing in the two directions of the vertical pipe. The structure is such that the backflow of detergent foam and the like is prevented by the steep slope of the inner circumferential surface 26, and the detergent foam and the like are prevented from flowing back due to the occurrence of faucet action due to the phenomenon of running water.

さらに第1図及び第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3
1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。
Furthermore, as shown in FIGS. 1 and 6, a stepped portion 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. A deenergizing reservoir 31 is formed in the deenergizing joint 8, and the bent pipe 6
An auxiliary horizontal pipe 7 is formed with a length l proportional to the overall height of the standpipe 2, and the speed difference between the water flowing from the bend pipe 6 and the water flowing from the horizontal pipe 9 is reduced. Deenergization pond 3 is located at the position where the water jumping phenomenon occurs due to
1 is arranged, and even if the water flow speed in the horizontal pipe 9 is slower than the water flow speed in the bend pipe 6, the water jump-up, swell, detergent foam, etc. can be prevented by the energy-reducing effect of the energy-reducing pond 31. Prevent and also bend pipe 6
The air core on the internal curved surface is also formed and maintained in an appropriate 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を排水集合用の立管2に排水管継手4
を介して連通接続させると共に、該立管2の下端
にベンド管6を介して横管9を連通接続させる構
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1
7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1
7に形成し、前記角形内孔21の角隅部の副流作
用並びに多面形面の摩擦抵抗により前記受入管1
7で流出速度を減速させるように設ける一方、前
記ベンド管6からの流水速度を減速させる減勢池
31を内部に形成する減勢継手8を、前記ベンド
管6と横管9の間に介設したものであるから、上
層階から立管2内を急速度で落下する流水を、前
記受入管17を流下する間に流速を減速させ整流
とさせることができて、流水音が高音となつたり
空気圧変動が大となることが防止できると共に、
集合落下口12での水栓作用を防いで流水性能を
向上させることができ、また立管2からベンド管
6を介し横管9に流水が流下するときには、その
流速差を縮小させ、前記管継手4での流水制動効
果と減勢継手8での流水減勢効果とでもつて、横
管9内に流入させる際の勢いを有効に低下させて
横管9内での水の跳上がり及びうねりなどを阻止
できて、横管9内での跳水現象並びに洗剤泡など
の発生を防止できると共に、前記ベンド管6内で
形成される空気芯なども適正に維持でき、したが
つてベンド管6及び横管9での流水性を容易に向
上させることができるものである。
"Effects of the Invention" As is clear from the above embodiments, the present invention connects a plurality of horizontal branch pipes 5 to a standpipe 2 for collecting drainage by connecting a drainage pipe joint 4.
In a structure in which a horizontal pipe 9 is connected to the lower end of the standpipe 2 through a bend pipe 6, a receiving pipe 17 is erected at the center of the drain pipe joint 4, and the upper side standpipe 2 and its receiving pipe 1
The receiving pipe 1 has a polygonal rectangular inner hole 21 which connects the upper end side of the receiving pipe 7 and opens the lower end of the receiving pipe 17 facing the collective drop port 12 on the lower end side of the drain pipe joint 4.
7, the receiving pipe 1 is formed in
7 is provided so as to reduce the outflow speed, and a deenergization joint 8 that forms a depowering reservoir 31 inside which decelerates the velocity of water flowing from the bend pipe 6 is interposed between the bend pipe 6 and the horizontal pipe 9. Because of this, the flowing water falling at a rapid rate in the standpipe 2 from the upper floor can be slowed down and rectified while flowing down the receiving pipe 17, and the sound of running water becomes high-pitched. In addition to preventing air pressure fluctuations from becoming large,
The water flow performance can be improved by preventing the faucet action at the collecting outlet 12, and when the water flows down from the vertical pipe 2 to the horizontal pipe 9 via the bend pipe 6, the difference in flow velocity is reduced, and the Both the flowing water braking effect at the joint 4 and the flowing water reducing effect at the force-reducing joint 8 effectively reduce the force of flowing water into the horizontal pipe 9 and prevent water from jumping and undulating within the horizontal pipe 9. It is possible to prevent the occurrence of water splashing and detergent foam in the horizontal pipe 9, and also to properly maintain the air core formed in the bend pipe 6. This makes it possible to easily improve water flow in the horizontal pipe 9.

【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側面
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、6……ベンド管、8……減勢継
手、9……横管、31……減勢池。
Fig. 1 is a side view of the main parts showing one embodiment of the present invention, Fig. 2 is an overall explanatory view, Fig. 3 is a side view of the 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...Standing pipe, 6...Bend pipe, 8...Energy reducing joint, 9...Horizontal pipe, 31...Energy reducing pond.

Claims (1)

【特許請求の範囲】[Claims] 1 複数の横枝管を排水集合用の立管に排水管継
手を介して連通接続させると共に、該立管の下端
にベンド管を介して横管を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、前記ベンド管からの流水速度を減速させる減
勢池を内部に形成する減勢継手を、前記ベンド管
と横管の間に介設したことを特徴とする排水管。
1. In a structure in which a plurality of horizontal branch pipes are connected to a drainage collecting standpipe via a drain pipe joint, and a horizontal pipe is connected to the lower end of the standpipe through a bend pipe, the drain pipe joint A polyhedral rectangular shape with a receiving pipe erected in the center, connecting the upper standpipe with the upper end of the receiving pipe, and opening the lower end of the receiving pipe opposite the collective drop port on the lower end of the drain pipe joint. An inner hole is formed in the receiving pipe, and is provided so as to reduce the outflow velocity in the receiving pipe due to the side flow effect of the corners of the rectangular inner hole and the frictional resistance of the polyhedral inner circumferential surface. A drain pipe characterized in that a deenergizing joint that forms a deenergizing pond therein to reduce the speed of flowing water is interposed between the bend pipe and the horizontal pipe.
JP62078957A 1987-03-30 1987-03-30 Drain pipe Granted JPS63243591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62078957A JPS63243591A (en) 1987-03-30 1987-03-30 Drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62078957A JPS63243591A (en) 1987-03-30 1987-03-30 Drain pipe

Publications (2)

Publication Number Publication Date
JPS63243591A JPS63243591A (en) 1988-10-11
JPH0361877B2 true JPH0361877B2 (en) 1991-09-24

Family

ID=13676372

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62078957A Granted JPS63243591A (en) 1987-03-30 1987-03-30 Drain pipe

Country Status (1)

Country Link
JP (1) JPS63243591A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7021735B2 (en) * 2017-08-18 2022-02-17 丸一株式会社 Drainage fitting
AU2017101260A4 (en) * 2017-09-14 2017-10-26 Buildom Pty Ltd Modular wastewater pipe assembly
JP7188931B2 (en) * 2018-08-01 2022-12-13 積水化学工業株式会社 rainwater drainage
JP7050618B2 (en) * 2018-08-02 2022-04-08 積水化学工業株式会社 Stormwater drainage device
JP7267029B2 (en) * 2019-02-19 2023-05-01 積水化学工業株式会社 Eccentric increaser and piping structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5814532A (en) * 1981-07-17 1983-01-27 Fujitsu Ltd Manufacture of ion beam exposing mask

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5814532A (en) * 1981-07-17 1983-01-27 Fujitsu Ltd Manufacture of ion beam exposing mask

Also Published As

Publication number Publication date
JPS63243591A (en) 1988-10-11

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