JPH0361876B2 - - Google Patents

Info

Publication number
JPH0361876B2
JPH0361876B2 JP62078956A JP7895687A JPH0361876B2 JP H0361876 B2 JPH0361876 B2 JP H0361876B2 JP 62078956 A JP62078956 A JP 62078956A JP 7895687 A JP7895687 A JP 7895687A JP H0361876 B2 JPH0361876 B2 JP H0361876B2
Authority
JP
Japan
Prior art keywords
pipe
standpipe
receiving
inner diameter
water
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
JP62078956A
Other languages
Japanese (ja)
Other versions
JPS63243590A (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 JP62078956A priority Critical patent/JPS63243590A/en
Publication of JPS63243590A publication Critical patent/JPS63243590A/en
Publication of JPH0361876B2 publication Critical patent/JPH0361876B2/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
枝管から立管に汚水を送出すると共に、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
から下水本管に汚水を流出させていた。
"Prior Art" Conventionally, a plurality of side branch pipes are connected to a standpipe to send wastewater 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. Sewage 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、ベンド管の出入口及び中間部
の内径が略同一であつたから、流水量の増大によ
り、管内での空気の閉塞並びに跳水現像による水
栓作用が発生し易く、洗剤泡などが立管方向に逆
流する等の問題があつた。
``Problems to be Solved by the Invention'' In the prior art, since the inner diameters of the entrance and exit of the bent pipe and the middle part were approximately the same, the increase in the amount of water flowing caused air blockage in the pipe and faucet action due to water splash development. This caused problems such as detergent foam flowing back into the vertical pipe.

「問題点を解説するための手段」 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
ると共に、前記ベンド管の入口側内径に対し中間
部内径を大とし、また前記ベンド管の中間部内径
に対し出口側内径を小とし、且つベンド管中間部
の内周面を彎曲中心方向に膨出させるように構成
したものである。
"Means for Explaining the Problem" 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, and the receiving tube to reduce the outflow speed, and make the inner diameter of the intermediate part larger than the inner diameter of the inlet side of the bend pipe, and make the inner diameter of the outlet side smaller than the inner diameter of the middle part of the bend pipe, and the inner circumferential surface of the middle part of the bend pipe It is constructed so that it bulges out in the direction of the center of curvature.

「作用」 而して本発明によれば、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、さらに立管からベンド管を
介し横管に流水が流下するときにも、前記ベンド
管の中間部の体積増大でもつてベンド管内での空
気閉塞及び水栓作用など防止して流水性を向上さ
せると共に、前記ベンド管内周面の出口側を急勾
配なものとさせて、洗剤泡などの逆流阻止能力を
向上させて洗剤泡などが立管方向に逆流するのを
容易に防止し得るものである。
"Function" According to the present invention, the sound of running water can be made high-pitched by slowing down the flow rate and rectifying the flowing water falling rapidly in the standpipe from the upper floor while flowing down the receiving pipe. It prevents large fluctuations in air pressure from occurring, and improves water flow performance by preventing faucet action at the collection outlet, and also when water flows down from the vertical pipe to the horizontal pipe via the bend pipe. , by increasing the volume of the middle part of the bend pipe, preventing air blockage and faucet action in the bend pipe to improve water flow, and making the outlet side of the inner circumferential surface of the bend pipe steep. This improves the ability to prevent backflow of detergent foam, etc., and easily prevents detergent foam, etc. from flowing back in the direction of the vertical pipe.

「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
の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.
In addition to protruding onto the roof of the building and opening it to the atmosphere,
A cover 3 that prevents rainwater and wind from entering is fixed to the upper end of the standpipe 2.

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, and 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により大径の円筒状側板部10と、前記側板部
10の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10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 large diameter cylindrical side plate part 10 by the standpipe 2, and an upper plate part 11 that closes the circular opening at the upper end of the side plate part 10,
A collective drop opening 12 formed by narrowing the lower end of the side plate portion 10 to approximately the same diameter as the standpipe 2 is provided in the drain pipe joint 4. Collection drop port 12 of the drain pipe joint 4
The lower standpipe 2 is connected to the lower standpipe 2 via the flange joint 13. On the other hand, three water intakes 14 are formed radially on the outer periphery of the side plate portion 10 at 90-degree intervals, and a horizontal branch pipe 5 is connected to each water intake 14 through a flange joint 15, and the drain pipe 3 to 4 fittings
The main horizontal branch pipes 5 are connected, and each horizontal branch pipe 5 is placed in a common space 16 formed inside the side plate part 10 of the drain pipe joint 4.
It is configured so that... is opened for communication.

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を介して連通さ
せると共に、前記集合落下口12に対向させて受
入管17の下端の流下口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 a downstream port 19 at the lower end of the receiving pipe 17 is opened to face the collective drop port 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乃び受入管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 is formed into a rectangular cylindrical shape, and as shown in FIG. The water flowing from the pipe 5 is guided out by a rectifying surface 20 on the outer periphery of the receiving pipe 17, and the rectifying surface 20 is displaced in the rectifying direction (arrow a) with respect to the axis of the horizontal branch pipe 5. 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 receiving tube 17 is formed in such a manner that the spiral inner and outer circumferential surfaces of the receiving tube 17 assist rectifying 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の各隅部に生じる副流(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低減されると共
に、受入管17の四角筒部内でさらに低減されて
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 each corner 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 rapidly inside the standpipe 2, it is reduced 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 reduced 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口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 collection droplet 23 is formed by the inner surface of the step that joins the droplet 12, and the water flowing from the outlet 19 spreads due to this diffusion effect and hits the drop 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、第1図のように前記ベンド管6
の入口24から出口25に至る内径A,B,C,
D,Eを5段階に変化させ、入口24から中間曲
り部分の出口25側までの内径(A<B<C<
D)を順次大きく形成し、中間曲り部分の出口2
5側の内径Dを最大に形成すると共に、その中間
曲り部分の内径Dに対し出口25の内径Eを小さ
く形成している。そして前記ベンド管Cの内周面
26と外周面27とで各面26,27を形成する
円弧の中心位置及び半径を異ならせ、外周面27
を同一周上の円弧で形成すると共に、前記ベンド
管6の彎曲中心方向にベンド管6中間の曲り部分
の内周面26を膨出させ、入口24及び出口25
の内径A,Eに比べてベンド管6の中間部内径D
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 as shown in FIG.
The inner diameters A, B, C from the inlet 24 to the outlet 25,
By changing D and E in 5 steps, the inner diameter from the inlet 24 to the outlet 25 side of the intermediate bending portion (A<B<C<
D) is gradually enlarged, and exit 2 of the intermediate bending portion is formed.
The inner diameter D of the outlet 25 is made maximum, and the inner diameter E of the outlet 25 is made smaller than the inner diameter D of the intermediate bent portion. Then, the center position and radius of the arc forming each surface 26, 27 are made different between the inner peripheral surface 26 and the outer peripheral surface 27 of the bent pipe C, so that the outer peripheral surface 27
are formed by circular arcs on the same circumference, and the inner circumferential surface 26 of the intermediate bent portion of the bend pipe 6 is bulged in the direction of the center of curvature of the bend pipe 6, thereby forming an inlet 24 and an outlet 25.
The middle inner diameter D of the bend pipe 6 is smaller than the inner diameter A, E of the bend pipe 6.
Even if the amount of water flowing down from the standpipe 2 that flows down along the outer circumferential surface 27 of the bend pipe 6 increases, the volume of the middle part of the bend pipe 6 is increased, so that the water flow is improved. In addition to preventing air from clogging in the pipe 6, the inner circumferential surface 26 on the outlet 25 side has a steep slope toward the upstream, and the steep slope of the inner circumferential surface 26 prevents detergent foam and the like from flowing back in the two directions of the vertical pipe. However, it is constructed to prevent detergent foam and the like from flowing back due to the occurrence of faucet action due to the water splash 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の、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 flow reduction pond 31 prevents the water from jumping up, swells, detergent foam, etc., and also prevents air cores on the internal curved surface of the bend pipe 6. It is also configured so that it is 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 flowing water from the side branch pipe 5 hits the rectifying surface 20 of the receiving pipe 17, and the flowing water is rectified inside the common space 16, and flows downward from the collecting outlet 12. The water flowing down into the standpipe 2 of the upper side and flowing down into the reception pipe 17 from the upper standpipe 2 is decelerated in multiple stages through the rectangular cylindrical inner hole 21 of the reception pipe 17. 19 to the collective fall port 12 via the collective fall surface 23. When the air is compressed in the common space 16, the high pressure air of the air 16 flows into the receiving pipe 17 through the communication groove 22 on this side surface. is discharged through.

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と共に、前記ベン
ド管6の入口側内径Aに対し中間部内径Dを大と
し、また前記ベンド管6の中間部内径Dに対し出
口側内径Eを小とし、且つベンド管6中間部の内
周面26を彎曲中心方向に膨出させるように構成
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
とを防止でき、また集合落下口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、さら
に立管2からベンド管6を介し横管9に流水が流
下するときにも、前記ベンド管6の中間部の体積
増大でもつてベンド管6内での空気閉塞及び水栓
作用など防止して流水性を向上させることができ
ると共に、前記ベンド管6の内周面の出口側を急
勾配なものとさせて、洗剤泡などの逆流阻止能力
を向上させて洗剤泡などが立管2方向に逆流する
のを容易に防止でき、したがつて立管2から横管
9に至る流水の流下を不都合なく極めて円滑に行
わしめることができるなどを顕著な効果を奏す
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 outflow velocity is reduced in the receiving pipe 17 due to the side flow effect of the corners of the rectangular inner hole 21 and the frictional resistance of the polyhedral inner circumferential surface, and the inner diameter A on the inlet side of the bent pipe 6 is On the other hand, the inner diameter D of the middle part is made large, the inner diameter E of the outlet side is made smaller than the inner diameter D of the middle part of the bend pipe 6, and the inner circumferential surface 26 of the middle part of the bend pipe 6 is made to bulge in the direction of the center of curvature. Since the structure is constructed as follows, by slowing down the flow rate of the water falling rapidly in the standpipe 2 from the upper floors and rectifying it while flowing down the receiving pipe 17,
It is possible to prevent the sound of running water from becoming high-pitched and the air pressure to fluctuate greatly, and it is also possible to improve the water flow performance by preventing the faucet action at the collection drop port 12. Even when water flows down the horizontal pipe 9, increasing the volume of the middle part of the bend pipe 6 prevents air blockage and faucet action within the bend pipe 6, thereby improving water flow. The outlet side of the inner circumferential surface of the bend pipe 6 is steeply sloped to improve the backflow prevention ability of detergent foam, etc., and easily prevent detergent foam and the like from flowing back in the two directions of the vertical pipe. As a result, the water can flow down from the standpipe 2 to the horizontal pipe 9 extremely smoothly without any inconvenience, which is a remarkable effect.

【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、9……横管、
A,D,E……内径。
Fig. 1 is a side 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...Standing pipe, 6...Bend pipe, 9...Horizontal pipe,
A, D, E...inner diameter.

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と共に、前記ベ
ンド管の入口側内径に対し中間部内径を大とし、
また前記ベンド管の中間部内径に対し出口側内径
を小とし、且つベンド管中間部の内周面を彎曲中
心方向に膨出させるよう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 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 is A polyhedral square 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 the outflow velocity is reduced in the receiving pipe by the side flow effect of the corners of the rectangular inner hole and the frictional resistance of the polyhedral inner circumferential surface, and the inner diameter on the inlet side of the bent pipe is reduced. The inner diameter of the middle part is larger than that of
The drain pipe is characterized in that the inner diameter of the outlet side is smaller than the inner diameter of the middle part of the bend pipe, and the inner circumferential surface of the middle part of the bend pipe is bulged in the direction of the center of curvature.
JP62078956A 1987-03-30 1987-03-30 Drain pipe Granted JPS63243590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62078956A JPS63243590A (en) 1987-03-30 1987-03-30 Drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62078956A JPS63243590A (en) 1987-03-30 1987-03-30 Drain pipe

Publications (2)

Publication Number Publication Date
JPS63243590A JPS63243590A (en) 1988-10-11
JPH0361876B2 true JPH0361876B2 (en) 1991-09-24

Family

ID=13676341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62078956A Granted JPS63243590A (en) 1987-03-30 1987-03-30 Drain pipe

Country Status (1)

Country Link
JP (1) JPS63243590A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5616568B2 (en) * 2007-12-18 2014-10-29 積水化学工業株式会社 Leg joint and drainage system using the leg joint

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5852064B2 (en) * 1973-09-30 1983-11-19 コジマ ノリアツ High sweet watermelon
JPS61215890A (en) * 1985-03-20 1986-09-25 堀井 清之 Bent pipe

Also Published As

Publication number Publication date
JPS63243590A (en) 1988-10-11

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