JPH0427438B2 - - Google Patents
Info
- Publication number
- JPH0427438B2 JPH0427438B2 JP62078952A JP7895287A JPH0427438B2 JP H0427438 B2 JPH0427438 B2 JP H0427438B2 JP 62078952 A JP62078952 A JP 62078952A JP 7895287 A JP7895287 A JP 7895287A JP H0427438 B2 JPH0427438 B2 JP H0427438B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- water
- standpipe
- receiving pipe
- 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
Links
Landscapes
- 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下端開
口を臨ませる多面形の角形内孔を前記受入管に形
成し、前記受入管の軸芯線を中心とする螺旋形内
周面に沿つて内孔を一方向に回転流下する整流と
同一整流方向に、前記横枝管からの流水を流出案
内する螺旋形整流面を、前記受入管の多面形外周
に形成したものである。"Means for Solving the Problems" However, the present invention provides a structure in which a plurality of side branch pipes are connected to a standpipe for communication via a drain pipe joint, in which a receiving pipe is erected in the center of the drain pipe joint. , connecting the upper standpipe and the upper end side of the receiving pipe, and forming a polygonal square inner hole in the receiving pipe with the lower end opening facing the collecting drop port on the lower end side of the drain pipe joint; A helical rectifying surface that guides the flowing water from the side branch pipe outflow in the same rectifying direction as the rectifying flow that rotates down the inner hole in one direction along the helical inner peripheral surface centered on the axis of the receiving pipe. , formed on the polyhedral outer periphery of the receiving tube.
「作用」
従つて、前記立管と横枝管との接続合流部に前
記受入管を配設して、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流出速度
を減速させて流水音や空気圧変動の発生を低下さ
せ得、しかも内孔から流出する整流と同一水平整
流方向に横枝管からの流水を螺旋形整流面でもつ
て案内合流させて、これら水流に乱れや水栓作用
を発生させることのない円滑な排水を可能とさせ
て流水性能を向上させることができる。"Function" Therefore, by arranging the receiving pipe at the junction of the standpipe and the side branch pipe, it is possible to easily improve the drainage efficiency of the standpipe and eliminate the need for conventional ventilation pipes. In addition to simplifying the structure and reducing costs, the outflow speed is reduced by the side flow effect of the corners of the rectangular inner hole and the frictional resistance of the polygonal inner circumferential surface, thereby reducing the sound of running water and fluctuations in air pressure. In addition, by guiding and converging the water flowing from the side branch pipe in the same horizontal rectifying direction as the rectifying flow flowing out from the inner hole using a spiral rectifying surface, it is possible to generate turbulence and faucet action in these water flows. It is possible to improve the water flow performance by making it possible to drain water smoothly without any problems.
「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 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 drainage joint 4 via a flange joint 13. On the other hand, 90 mm are radially formed on the outer circumference of the side plate portion 10.
Three water intake ports 14 are formed at intervals of 30 degrees, and a horizontal branch pipe 5 is connected to each water intake port 14 through a flange joint 15, and three horizontal branch pipes 5 are connected to the drain pipe joint 4. ... are connected, and the side plate part 10 of the drain pipe joint 4
Each side branch pipe 5 is configured to communicate with and open to a common space 16 formed inside.
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1図及
び第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1
7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に戻つて
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 standpipe 2 and the receiving pipe 17 are formed into a rectangular cylindrical shape, as shown in FIGS. 1 and 4.
Rectification flowing down inside (counterclockwise rotation in plan view)
The receiving pipe 1 receives water flowing from the side branch pipe 5 in the same direction as
7, the flow is guided by a rectifying surface 20 on the outer periphery, and the rectifying surface 20 is displaced in the rectifying direction (arrow a) with respect to the axis of the horizontal branch pipe 5, so that the water flowing from the horizontal branch pipe 5 is directed to the rectifying surface 20. The receiving pipe 17 is discharged in substantially the same direction as the rectification (arrow b)
The rectangular cylindrical portion of is formed in a spiral shape returning to the rectification direction a around the axis line, and the spiral inner and outer circumferential surfaces of the receiving tube 17 are configured to assist the 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. It is configured such that the sound of the flowing water is lowered by braking the flowing water.
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 drawn 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 collection drop 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. A collective falling surface 23 is formed by the inner surface of the step that joins the falling port 12, and the water flowing 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の攣曲中心方向
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、踏水
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 inside of the bend pipe 6 is bent in the direction of the bending center of the bend pipe 6. The peripheral 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 water treading.
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
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. An auxiliary horizontal pipe 7 is formed on the
The energy reduction basin 31 is arranged at a position where a water jump 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, and the water flowing through the horizontal pipe 9 is slower than the water flowing through the bend pipe 6. However, the deenergizing effect of the flowing water by the deenergizing pond 31 prevents the water from jumping up, undulating, detergent foam, etc., and the air core on the curved surface inside the bend pipe 6 is also formed and maintained in an appropriate state. It consists of
本実施例は上記の如く構成するもので、前記横
枝管5からを流水は受入管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を四角筒形の内孔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 passed through 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 a rectangular cylindrical inner hole 21, and flows 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 within 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に対向させて下端
開口を臨ませる多面形の角形内孔21を前記受入
管17に形成し、前記受入管17の軸芯線を中心
とする螺旋形内周面に沿つて内孔21を一方向に
回転流下する整流と同一整流方向aに、前記横枝
管5からの流水を流出案内する螺旋形整流面20
を、前記受入管17の多面形外周に形成したもの
であるから、前記立管2と横枝管5との接続合流
部に前記受入管17を配設して、前記立管2の排
水効率の向上を容易に図ることができるもので、
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流出速度を減
速させて流水音や空気圧変動の発生を低下させる
ことができ、しかも内孔21から流出する整流と
同一水平整流方向aに横枝管5からの流水を螺旋
形整流面20でもつて案内合流させて、これら水
流に乱れや水栓作用を発生させることのない円滑
な排水を可能とさせて流水性能を向上させること
ができるなど顕著な効果を奏する。"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 receiving pipe 17 is installed upright, the upper standpipe 2 and the upper end of the receiving pipe 17 are connected, and the lower end opening faces the collective drop opening 12 on the lower end side of the drain pipe joint 4. A rectangular inner hole 21 is formed in the receiving pipe 17, and the rectifying direction a is the same as the rectifying flow that rotates down the inner hole 21 in one direction along the spiral inner peripheral surface centered on the axis of the receiving pipe 17. A spiral rectifying surface 20 that guides the flow of water from the side branch pipe 5.
is formed on the polyhedral outer periphery of the receiving pipe 17. Therefore, the receiving pipe 17 is disposed at the connection junction of the vertical pipe 2 and the horizontal branch pipe 5 to improve the drainage efficiency of the vertical pipe 2. It is something that can be easily improved.
In addition, it is possible to simplify the structure and reduce costs by eliminating the need for conventional ventilation pipes, etc., and also because of the side flow effect of the corners of the square inner hole 21 and the frictional resistance of the polygonal inner circumferential surface. The outflow speed can be reduced to reduce the sound of flowing water and the occurrence of air pressure fluctuations, and the helical rectifying surface 20 directs the flowing water from the side branch pipe 5 in the same horizontal rectifying direction a as the rectifying flow flowing out from the inner hole 21. By guiding and merging these water flows, smooth drainage without causing turbulence or faucet action is possible, and water flow performance can be improved, which is a remarkable effect.
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、20
……整流面。
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...Standing pipe, 4...Drain pipe joint, 5...Horizontal branch pipe, 12...Collection drop opening, 17...Receiving pipe, 20
... Rectifying surface.
Claims (1)
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下端開口を臨ませる多
面形の角形内孔を前記受入管に形成し、前記受入
管の軸芯線を中心とする螺旋形内周面に沿つて内
孔を一方向に回転流下する整流と同一整流方向
に、前記横枝管からの流水を流出案内する螺旋形
整流面を、前記受入管の多面形外周に形成したこ
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. A polygonal rectangular inner hole is formed in the receiving pipe so that the lower end opening faces the collective drop port on the lower end side of the drain pipe joint, and a spiral inner periphery is formed around the axis of the receiving pipe. A spiral rectifying surface is formed on the polyhedral outer periphery of the receiving pipe to guide the flow of water from the side branch pipe in the same rectifying direction as the flow rotating in one direction through the inner hole along the surface. and drain pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62078952A JPS63243586A (en) | 1987-03-30 | 1987-03-30 | Drain pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62078952A JPS63243586A (en) | 1987-03-30 | 1987-03-30 | Drain pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63243586A JPS63243586A (en) | 1988-10-11 |
| JPH0427438B2 true JPH0427438B2 (en) | 1992-05-11 |
Family
ID=13676223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62078952A Granted JPS63243586A (en) | 1987-03-30 | 1987-03-30 | Drain pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63243586A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4668219B2 (en) * | 2006-12-27 | 2011-04-13 | 小島 ▲徳▼厚 | Drainage facility and renewal method of drainage facility |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6335099Y2 (en) * | 1984-09-03 | 1988-09-19 |
-
1987
- 1987-03-30 JP JP62078952A patent/JPS63243586A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63243586A (en) | 1988-10-11 |
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