JPS62288794A - Collecting pipe for drainage - Google Patents

Collecting pipe for drainage

Info

Publication number
JPS62288794A
JPS62288794A JP62119938A JP11993887A JPS62288794A JP S62288794 A JPS62288794 A JP S62288794A JP 62119938 A JP62119938 A JP 62119938A JP 11993887 A JP11993887 A JP 11993887A JP S62288794 A JPS62288794 A JP S62288794A
Authority
JP
Japan
Prior art keywords
drainage
pipe
collecting
collecting pipe
flow
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.)
Granted
Application number
JP62119938A
Other languages
Japanese (ja)
Other versions
JPH0587719B2 (en
Inventor
天粕 壽也
正雄 仲石
魚井 克弘
赤崎 弘典
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP62119938A priority Critical patent/JPS62288794A/en
Publication of JPS62288794A publication Critical patent/JPS62288794A/en
Publication of JPH0587719B2 publication Critical patent/JPH0587719B2/ja
Granted legal-status Critical Current

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 3、発明の詳細な説明 (産業上の利用分野) 本発明は、中、高Ni1合住宅等において用いられる処
の、汚水と雑排水を同一の排水管に流す一管式排水配管
における排水立管中に介在させる排水用集合管の改良に
関する。
Detailed Description of the Invention 3. Detailed Description of the Invention (Field of Industrial Application) The present invention is a system for discharging sewage and gray water into the same drainage pipe, which is used in medium and high Ni1 housing complexes. This invention relates to improvement of a drainage collecting pipe interposed in a drainage standpipe in a pipe-type drainage piping.

(従来の技術) 一管式排水配管における排水管構成は、上階から下階に
向って多数の排水立管を一本の排水管状に連結貫通させ
、各階における居住区の汚水や雑排水を横枝管を介して
前記排水立管内に流入させるものであり、このさい各階
における横枝管の排水を受ける部分は、排水立管よりも
大径の管状体であると共に、その周側面に横枝管の接合
用開口部を突出状に形成した排水集合管を、排水立管中
に介在させるのであるが、この−管式排水配管における
問題点は、排水が排水立管を流下するに当って、上階よ
り下階に降るに従って大きく発生する処の、高い管内空
気圧力の変動と排水騒音の点である。
(Prior art) The drainage pipe configuration of single-pipe drainage piping is to connect and pass through a large number of drainage standpipes into a single drainage pipe from the upper floor to the lower floor, and drain sewage and miscellaneous water from the living areas on each floor. The water flows into the drainage standpipe through the horizontal branch pipe, and the portion of the horizontal branch pipe on each floor that receives drainage is a tubular body with a larger diameter than the drainage standpipe, and a horizontal wall on the circumferential side of the pipe. A drainage collecting pipe with protruding openings for connecting branch pipes is interposed in the drainage standpipe, but the problem with this -pipe type drainage piping is that when the wastewater flows down the drainage standpipe, The main points are the high fluctuation of air pressure inside the pipes and the drainage noise, which increases as you move from the upper floors to the lower floors.

従来この問題点を解決するために採用された手段は、例
えば集合管における大径管形状を、単なる円筒形状から
少なくとも下半部はテーパ形の絞り筒構造とするとか、
横枝管との接続部分に邪魔板を設けるとか、あるいは集
合管内部に排水流の制御構造を設けるとかである。この
点に関しては本出願人も、大径管状の集合部内周面にそ
の始端部と終端部に向って徐々に中具を狭くした螺旋状
の羽根体を突出状に形成したものを提案している(特公
昭57−18015号参照)。
Conventionally, means adopted to solve this problem include, for example, changing the shape of the large diameter pipe in the collecting pipe from a simple cylindrical shape to a diaphragm structure with at least the lower half tapered.
This includes installing a baffle plate at the connection with the side branch pipe, or installing a drainage flow control structure inside the collecting pipe. Regarding this point, the present applicant has also proposed a structure in which a spiral blade body is formed in a projecting manner on the inner circumferential surface of a large-diameter tubular gathering part, with the inner part gradually narrowing toward the starting end and the terminal end. (Refer to Special Publication No. 57-18015).

(発明が解決しようとする問題点) 従来のものでは、管内空気圧力の上昇防止、排水速度の
低下、騒音減少等の点において尚充分でなかった。
(Problems to be Solved by the Invention) The conventional methods were still insufficient in terms of preventing an increase in the air pressure in the pipe, reducing the drainage speed, reducing noise, etc.

本発明は上記問題点を解決することを目的とする。The present invention aims to solve the above problems.

(問題点を解決するための手段) 本発明が、従来技術の問題点を解決するために特徴とす
るところは、管軸方向両端における排水立管接合用の開
口接合部と、この両開口接合部間をつなぎかつ前記排水
立管よりも大径管状の集合部とから成り、その集合部に
は、上端の開口接合部からの排水流を集合部−側に片寄
らせるための仕切板が設けられ、さらに集合部の内面か
らは、その仕切板の下方に位置して排水流を旋回させる
ための羽根板が突設されている点にある。
(Means for Solving the Problems) The present invention is characterized in that it solves the problems of the prior art. It consists of a collecting part that connects the parts and has a tubular shape with a larger diameter than the drainage standpipe, and the collecting part is provided with a partition plate to bias the drainage flow from the open joint at the upper end toward the collecting part. Further, from the inner surface of the gathering part, a vane plate is provided below the partition plate to swirl the drainage flow.

(作 用) 排水流は、仕切仮によって集合部−側に片寄せられるた
め、集合部他側には通気層が形成され、また、流下速度
も減少させられる。
(Function) Since the drainage flow is shifted toward the collecting part side by the temporary partition, a ventilation layer is formed on the other side of the collecting part, and the flow rate is also reduced.

排水流は、羽根板によって旋回流とされ、管軸に沿った
上下貫通状の空気コアを形成しつつ流下する。
The wastewater flow is turned into a swirling flow by the vanes, and flows down while forming an air core that passes through the pipe vertically along the pipe axis.

また、羽根板は仕切板の下方に位置し、集合部内面から
突設されるものであるため、排水は仕切板に偏流されて
羽根板に確実に案内される。
Moreover, since the vane plate is located below the partition plate and protrudes from the inner surface of the gathering part, the drainage water is diverted by the partition plate and reliably guided to the vane plate.

(実施例) 以下図示の実施例について本発明を詳述すると、第1図
は本発明に係る排水集合管の第1実施例を示したもので
あり、上位の排水立管1および下位の排水立管2間に介
在される排水集合管3は、管軸X−X線方向における上
下両端に、前記両立管1.2と既知の封水接続構造によ
って接続される開口接合部4.5が形成されると共に、
両接合部4.5間を連ねる管本体部分は立管1,2より
大径の管状体の集合部とされる。この実施例では集合管
3の上端の開口接合部4に続く上部から中部に至る大径
部分は円筒部3aとされ、中部から下端の開口接合部5
に到る下部は、図示のようにゆるやかな勾配周面3bを
内部に有する上広下狭のテーパ筒部とされ、前記円筒部
3aにおいて、上端の開口接合部4における下端内周面
の一側から管軸x−X線に向って下垂状に張り出す舌片
状の仕切板6が設けられることによって、上部の排水立
管1より流下してくる排水流を、矢印(イ)のように円
筒部3aの内周面一側に向って偏流させ、かつ減速させ
る偏流減速室7が創成される。この偏流減速室7は仕切
板6の下垂長さと相まって、円筒部3aの上部全体を略
占有するのであり、この偏流減速室7に続く中部は、前
記仕切板6によって偏流減速された排水立管1側よりの
排水流と、円筒部3aの周側から流入される横枝管から
の排水流とが合流する集合室8とされる。即ち、前記仕
切板6によって偏流減速室7をへて集合室8の一側に片
寄せ流入される立管1からの排水流の反対方向、または
これより可及的遠く離れた集合室8の周側面に、便器ま
たは雑排水源と接続された横枝管9と接続される1個以
上の枝管接合部10が、突出開口状に設けられるのであ
り、この図例では1個のものを示しているが、円筒部3
aの管軸X−X線方向に沿う長さを大として、集合室8
の長さを大きくし、集合室8の周側上下に位置、方向を
上下相違して、2以上の枝管接合部10を設けることは
勿論自由である。前記集合ま8に続く先に述べたゆるや
かな勾配周面3bによって囲まれた下部は、集合室8に
おいて合流された排水立管1及び横枝管9よりの排水流
を、下位の排水立管2側に下端の開口接合部5を介して
流下させるための旋回室11とされ、この旋回室11の
内壁面、即ち、勾配周面3b上には、矢印(イ)で示し
た排水立管1側からの排水、矢印(ロ)で示した横枝管
9よりの排水の集合流に対し、矢印(ハ)で示すように
、管軸x−X線をめぐってスパイラル状に旋回しながら
排水立管2を流下するように、複数枚の羽根板12を突
設するのである。
(Example) The present invention will be described in detail below with reference to the illustrated embodiment. FIG. The drainage collecting pipe 3 interposed between the standpipes 2 has an open joint 4.5 at both upper and lower ends in the direction of the pipe axis X-X line, which is connected to the above-mentioned standpipe 1.2 by a known water-sealing connection structure. As well as being formed,
The pipe main body portion that connects both joints 4.5 is a collection of tubular bodies having a diameter larger than that of the standpipes 1 and 2. In this embodiment, the large diameter part from the upper part to the middle part following the open joint part 4 at the upper end of the collecting pipe 3 is a cylindrical part 3a, and the open joint part 5 from the middle part to the lower end.
As shown in the figure, the lower part is a tapered cylindrical part with a wide top and a narrow bottom, and has a gently sloped circumferential surface 3b inside. By providing a tongue-shaped partition plate 6 that hangs downward from the side toward the pipe axis A biased flow deceleration chamber 7 is created which causes the flow to drift toward one side of the inner peripheral surface of the cylindrical portion 3a and decelerates the flow. Coupled with the hanging length of the partition plate 6, this drift reduction chamber 7 occupies almost the entire upper part of the cylindrical portion 3a. A collection chamber 8 is formed in which the drainage flow from the first side and the drainage flow from the side branch pipe flowing in from the circumferential side of the cylindrical portion 3a merge. That is, in the opposite direction of the drainage flow from the standpipe 1 which is biased to one side of the collection chamber 8 through the biased flow deceleration chamber 7 by the partition plate 6, or in the collection chamber 8 as far away as possible. On the peripheral side, one or more branch pipe joints 10 are provided in the shape of a protruding opening to be connected to a horizontal branch pipe 9 connected to a toilet bowl or a gray water source, and in this example, one branch pipe joint part 10 is provided. Although shown, the cylindrical part 3
The length along the tube axis X-X line direction of a is increased, and the gathering room 8
Of course, it is possible to increase the length of the branch pipe joints 10 and provide two or more branch pipe joints 10 at different positions and directions on the upper and lower sides of the circumferential side of the collecting chamber 8. The lower part surrounded by the above-mentioned gently sloped peripheral surface 3b following the collection room 8 directs the drainage flow from the drainage standpipe 1 and the side branch pipe 9 that have been combined in the collection room 8 to the lower drainage standpipe. On the inner wall surface of this swirling chamber 11, that is, on the sloped circumferential surface 3b, there is a drainage standpipe indicated by the arrow (A). As shown by the arrow (c), the drainage stand flows in a spiral shape around the pipe axis x-X line, as shown by the arrow (c). A plurality of vanes 12 are provided to protrude so as to flow down the pipe 2.

即ち、これら羽根板12は何れも管軸X−X線に対して
傾斜した略台形形状のプレート体であり、かつ勾配周面
3bの上下方向に沿って突設されると共に、上端から下
端に至るに従いその中質は漸次中とされるもので、勾配
周面3bに等分配直状に突設されるのである。前記横枝
管9と枝管接合部10とは既知の封水接続構造によって
接続される。
That is, each of these blade plates 12 is a substantially trapezoidal plate body inclined with respect to the tube axis The medium gradually becomes medium as it reaches the end, and is evenly distributed and protrudes straight from the sloped peripheral surface 3b. The lateral branch pipe 9 and the branch pipe joint 10 are connected by a known water-tight connection structure.

第1図に例示した第1実施例のものでは、集合管3が、
その上端の開口接合部4から下端の開口接合部5に至る
まで、一体構造のものとして図示されているが、本発明
に係る集合管3は上下分割構造のものとすることも可能
であり、第2図以下第10図に例示した第2実施例にお
いてこれを説示する。第2.3図に示した全体図及び第
4図乃至第9図に示した部分図において、集合管3は上
端の開口接合部4を有する上部集合管13と、下端の開
口接合部5を有する下部集合管14の両者とに分割構成
され、両管13.14の下端と上端とはフランジ接合部
15によって一体に接続される。即ち、第10図にその
詳細を示すように、下部集合管14の上端に上部集合管
13の下端を支承する受口縁14aを形成すると共に、
受口縁14aに続いてフランジ14bを張出形成し、受
口縁14aに上部集合管13下端を差込むと共に該下端
外周と張出フランジ14bとの間にゴムその他の封水材
16を介入させ、上部集合管13に予じめ遊嵌した別体
の取付フランジ17を前記封水材16に接支させると共
に、両フランジ14b。
In the first embodiment illustrated in FIG. 1, the collecting pipe 3 is
Although the collecting pipe 3 according to the present invention is shown as having an integral structure from the open joint part 4 at the upper end to the open joint part 5 at the lower end, it is also possible to have a structure in which the collecting pipe 3 is divided into upper and lower parts. This will be explained in a second embodiment illustrated in FIG. 2 and FIG. 10. In the overall view shown in Fig. 2.3 and the partial views shown in Figs. 4 to 9, the collecting pipe 3 has an upper collecting pipe 13 having an open joint 4 at the upper end, and an open joint 5 at the lower end. The lower collecting pipe 14 and the upper end of both pipes 13 and 14 are integrally connected by a flange joint 15. That is, as shown in detail in FIG. 10, a socket edge 14a for supporting the lower end of the upper collecting pipe 13 is formed at the upper end of the lower collecting pipe 14, and
A flange 14b is formed to protrude following the socket edge 14a, and the lower end of the upper collecting pipe 13 is inserted into the socket edge 14a, and a water sealing material 16 such as rubber is interposed between the outer periphery of the lower end and the protruding flange 14b. Then, the separate mounting flange 17, which is loosely fitted in advance to the upper collecting pipe 13, is brought into contact with the water sealing material 16, and both flanges 14b.

17を締結ポル目8ナフト19により締結することによ
って一体化するものである。勿論この接続構造は一例を
示すのみに止まる。このような上下集合管13.14の
分割形成による集合管3において、上端の開口接合部4
と下端の開口接合部5の間を連ねる管本体部分は立管1
,2より大径の管状体の集合部とされ、上部集合管13
には開口接合部4の下端から、図例では略S形に屈曲す
る形状の仕切板6が設けられることによって、第1図実
施例と同様の偏流減速室7が一側に片寄せて割成され、
このさい仕切板6の形状に対応して上部集合管13の略
半周に亘る外周壁は図示のように屈曲張出部13aとさ
れるのであり、仕切板6の長さも上部集合管13の下部
にまで長く延長形成される。この上部集合管13の仕切
板6の下端から始まる開放下端と下部継手管14の開放
上端との間に集合室8が両管に亘って形成されるのであ
り、従って集合室8の上部他側には、上部集合管13の
偏流減速室7の反対側、即ち仕切板6によって割成され
た反対周側の空間である予備集合室8aが連通状に形成
されることになる。この予備集合室8aは先に述べた第
1図実施例においても、その仕切板6の裏側に割成され
る部分8aとして形成されるのであるが、第2図実施例
のものでは、その仕切板6の形状と相まってより明確に
かつ大きな空間として形成できるのである。この第2図
実施例においては、上下集合管13.14の上下接合部
分を利用した長大な集合室8、更には仕切板6の形状に
よる予備集合室8aの明確な形成により、図例のように
両集合室8,8aを利用して、その上下に段差を付した
複数の枝管接合部10a、 10bが第2・3図及び第
4・5・6図のように形成できる。即ち、仕切板6の裏
側に当たる予備集合室8aには、図例では夫々流入方向
を相違した上位の3個の枝管接合部10aが、上部集合
管13の周側を利用して突出状に設けられ、また集合室
8においては、下部集合管14の周側を利用して、図例
では1個の枝管接合部10bが下位の接合部として同じ
く突出状に設けられるのであり、これら上下の各枝管接
合部10a、 10bは、例えば上位の枝管接合部10
aは便器に接続される横枝管の接結部として、また下位
の枝管接合部10bは厨房その他の雑排水源に接続され
る横枝管の接結部として、あるいはその反対のように、
多方向、多種目の汚水、雑排水の流入を受けることが可
能である。
17 are integrated by fastening them using the fastening poles 8 and 8 naphts 19. Of course, this connection structure is merely an example. In the collecting pipe 3 formed by dividing the upper and lower collecting pipes 13 and 14, the open joint 4 at the upper end
The pipe main body portion that connects the opening joint 5 at the lower end is the vertical pipe 1.
, 2, and the upper collecting pipe 13
A partition plate 6 bent into a substantially S shape in the illustrated example is provided from the lower end of the opening joint 4, so that the drift deceleration chamber 7 similar to the embodiment in FIG. done,
At this time, corresponding to the shape of the partition plate 6, the outer peripheral wall extending approximately half the circumference of the upper collecting pipe 13 is made into a bent protruding portion 13a as shown in the figure, and the length of the partition plate 6 is also the same as that of the lower part of the upper collecting pipe 13. It is formed to extend for a long time. The collecting chamber 8 is formed across both pipes between the open lower end of the upper collecting pipe 13 starting from the lower end of the partition plate 6 and the open upper end of the lower joint pipe 14, and therefore the upper other side of the collecting chamber 8 A pre-collection chamber 8a, which is a space on the opposite side of the upper collecting pipe 13 from the drift deceleration chamber 7, that is, on the opposite peripheral side divided by the partition plate 6, is formed in a communicating manner. This preliminary gathering room 8a is also formed as a section 8a on the back side of the partition plate 6 in the embodiment shown in FIG. 1 described above, but in the embodiment shown in FIG. Combined with the shape of the plate 6, it is possible to form a clearer and larger space. In the embodiment shown in FIG. 2, a long collecting chamber 8 using the upper and lower joints of the upper and lower collecting pipes 13, 14, and furthermore, a preliminary collecting chamber 8a is clearly formed by the shape of the partition plate 6, as shown in the example in the figure. By using the two collecting chambers 8, 8a, a plurality of branch pipe joints 10a, 10b with steps above and below can be formed as shown in FIGS. 2, 3 and 4, 5, and 6. That is, in the preliminary collecting chamber 8a on the back side of the partition plate 6, in the example shown in the figure, three upper branch pipe joints 10a, each having a different inflow direction, are formed in a protruding shape using the circumferential side of the upper collecting pipe 13. In addition, in the collecting room 8, by utilizing the peripheral side of the lower collecting pipe 14, in the illustrated example, one branch pipe joint part 10b is also provided in a protruding shape as a lower joint part. Each of the branch pipe joints 10a and 10b is, for example, the upper branch pipe joint 10.
a is used as a connection part for a side branch pipe connected to a toilet bowl, and a lower branch pipe joint part 10b is used as a connection part for a side branch pipe connected to a kitchen or other source of gray water, or vice versa. ,
It is possible to receive inflows of sewage and gray water from multiple directions and of various types.

下部集合管14には前記開放上端を利用して形成した集
合室8の下端に引続いて、ゆるやかな勾配周面3bによ
って囲まれた旋回室11が、下端の開口接合部5との間
に亘って形成され、この旋回室11における勾配周面3
b上には、第3図及び第5図に示すように、集合室8か
ら流下する集合排水に対して旋回性を付与するための、
傾斜した複数枚の羽根板12が、第1図実施例のものと
同様に、管軸X−X線に対して傾斜した姿勢のもとに、
周方向等分配置状に突設されるのである。図示のように
これら羽根板I2は上端から下端に至るに従って、その
中質が漸次中とされる。
Continuing to the lower end of the collecting chamber 8 formed using the open upper end of the lower collecting pipe 14, a swirling chamber 11 surrounded by a gently sloped peripheral surface 3b is provided between it and the open joint 5 at the lower end. The sloped peripheral surface 3 in this swirling chamber 11 is formed over
As shown in FIGS. 3 and 5, on b, there are provided
A plurality of inclined blade plates 12 are placed in an attitude inclined with respect to the tube axis X--X, as in the embodiment shown in FIG.
They are provided in a protruding manner so as to be equally spaced in the circumferential direction. As shown in the figure, the medium of these blade plates I2 gradually decreases from the upper end to the lower end.

尚、羽根板12は、第3図示例では、勾配周面3bから
開口接合部5にかけて連続して形成されているが、勾配
周面3bにだけ形成してもよく、又は、集合室8から勾
配周面3bにかけて、もしくは集合室8から勾配周面3
bを経て開口接合部5にかけて連続して形成してもよい
In the third illustrated example, the blade plate 12 is formed continuously from the sloped peripheral surface 3b to the opening joint 5, but it may be formed only on the sloped peripheral surface 3b, or from the gathering room 8 to the opening joint 5. From the sloped peripheral surface 3b or from the gathering room 8 to the sloped peripheral surface 3
It may be formed continuously through b to the opening joint portion 5.

上記集合管3の用法に当っては、従来のこの種集合管と
同様に、上階から下階にわたって上下貫通状に排水立管
の連結立設による排水配管を設けるに当り、各階毎にこ
の集合管3を介入させるのであり、その階における便器
よりの汚水や厨房その他よりの雑排水を、各横枝管を介
して集合管3内に流入させ、排水立管を流下する排水流
と横枝管よりの排水流を集合管3内で合流集合させ、逐
次下階側に連続的に排水させるのであり、排水管系の最
上部は大気に開放され、また最下部は適宜排水会所に案
内されることになる。
Regarding the usage of the above-mentioned collecting pipe 3, when installing drainage piping by connecting and installing drainage standpipes vertically penetrating from the upper floor to the lower floor, similar to the conventional collecting pipe of this type, this is used for each floor. The collecting pipe 3 is intervened, and the sewage from the toilet bowl on that floor and gray water from the kitchen and other places flow into the collecting pipe 3 through each side branch pipe, and the waste water flowing down the drainage standpipe and the side water flow are made to intervene. The wastewater flows from the branch pipes are merged and collected in the collecting pipe 3 and are drained continuously to the lower floors.The top part of the drainage pipe system is open to the atmosphere, and the bottom part is guided to the drainage hall as appropriate. will be done.

上記実施例の集合管3によれば、上位の排水立管1より
流下した排水は、開口接合部4から仕切板6に案内され
た偏流減速室7側に流下することにより、仕切板6の弯
曲形状と相まって集合管3の大径部3aにおける管周−
側に片寄せられて流下することになる。即ち、これによ
って立管1からの縦排水は集合管3内にその大径部全面
積に亘って直流することなく、仕切板6による屈曲偏流
によって排水速度が減少されて管内空気圧力の上昇を防
ぐと共に、また横枝管9よりの流入水との直接衝突によ
る干渉をなくし、管内空気圧力の上昇をなくすと共に、
横枝管9側への逆流をも防止することができ、横枝管9
より枝管接合部10乃至10aを介して流入する横排水
との集合室8における円滑かつ静粛な合流が期待できる
のである。従って次の集合室8内においては、立管lか
らの排水と横枝管9からの流入排水とが、集束状に合流
され、相互の干渉による乱流も小さいことと相まって、
管内空気圧力の変動を小さくして、円滑でかつ排水騒音
の小さな合流効果が得られ、かくして合流した排水が最
下位の旋回室11内に流下することになる。この旋回室
11はゆるやかな勾配周面3bによって下方に至るに従
い絞られた断面形状であると共に、その勾配周面3bに
は管軸方向に対して傾斜した複数枚の羽根板12が周方
向等分状に突設されているので、合流した集合排水が最
も密になり易い部分で、排水流は各羽根板12の案内を
介して旋回性が与えられ、管軸の回りに旋回下降するこ
ととなって、水栓現象を生じることなく円滑迅速に流下
し、開口接合部5を介して下位の排水立管2側に的確に
誘導流出されるのである。このさい羽根板12による旋
回は、上下貫通状に管軸に沿って空気コアを生成するこ
とができるので、管内空気圧力を変動させることなく安
定化した状態で排水が得られ、排水騒音の低下が得られ
ることになる。
According to the collecting pipe 3 of the above embodiment, the wastewater flowing down from the upper drainage standpipe 1 flows down from the opening joint 4 to the side of the unbalanced flow reduction chamber 7 guided by the partition plate 6. Coupled with the curved shape, the pipe circumference at the large diameter section 3a of the collecting pipe 3 -
It will be pushed to the side and flow down. That is, as a result, the vertical drainage from the standpipe 1 does not flow directly into the collecting pipe 3 over the entire area of its large diameter part, and the drainage speed is reduced by the bending drift caused by the partition plate 6, thereby preventing an increase in the air pressure inside the pipe. In addition, it also eliminates interference due to direct collision with the inflow water from the side branch pipe 9, and eliminates the increase in air pressure inside the pipe.
It is also possible to prevent backflow to the side branch pipe 9.
Therefore, smooth and quiet merging in the collecting room 8 with the lateral drainage water flowing in through the branch pipe joints 10 to 10a can be expected. Therefore, in the next collecting room 8, the waste water from the standpipe 1 and the inflow water from the side pipe 9 are combined in a focused manner, and the turbulence caused by mutual interference is small.
Fluctuations in the air pressure inside the pipe are reduced, a smooth merging effect with low drainage noise is obtained, and the combined drainage water flows down into the swirling chamber 11 at the lowest level. This swirling chamber 11 has a cross-sectional shape that becomes narrower toward the bottom by a gently sloped peripheral surface 3b, and a plurality of blade plates 12 that are inclined with respect to the tube axis direction are provided on the sloped peripheral surface 3b in the circumferential direction. Since the projecting parts are provided in sections, in the part where the combined drainage water tends to be most dense, the drainage flow is given swirling property through the guidance of each vane plate 12, and can swirl around the pipe axis and descend. As a result, the water flows down smoothly and quickly without causing a faucet phenomenon, and is accurately guided and discharged to the lower drainage standpipe 2 side via the opening joint 5. At this time, the rotation by the blade plate 12 can generate an air core along the pipe axis in a vertically penetrating manner, so that drainage can be obtained in a stable state without changing the air pressure inside the pipe, and the drainage noise can be reduced. will be obtained.

またこの羽根板12は勾配周面3bに突設されたもので
あるため、その上下方向の適宜傾斜角度の付与と相まっ
て、旋回室11内における排水流に淀みや停滞を生じる
ことなく、迅速な水切り排出が確実に得られることにな
る。尚勾配周面3bのゆるやかな勾配は、先に述べた水
栓現象の防止及び空気圧安定化に対して有効に働くこと
になる。
In addition, since the blade plate 12 is provided protruding from the sloped peripheral surface 3b, in combination with the provision of an appropriate slope angle in the vertical direction, the drainage flow in the swirling chamber 11 is quickly prevented from stagnation or stagnation. Drainage discharge will be ensured. Incidentally, the gentle slope of the sloped peripheral surface 3b effectively works to prevent the faucet phenomenon described above and to stabilize the air pressure.

上記集合管3によれば、以上のようにして管内空気圧力
の変動を小さくし、これを安定化すると共に騒音を低下
させた排水流下が円滑に行なえることになる。つまり、
仕切板6を介して集合管3の管周−側に創成した上部の
偏流減速室7、これに続いて縦水流の集束される集合室
8、偏流減速室7の反対周側に設けた枝管接合部10乃
至10a、 10b、最下位の旋回室11における勾配
周面3bと、勾配周面3bに突設した管軸に対し傾斜し
た羽根板12の各要素によって、上位立管1よりの流入
排水の排水速度の減速、水流の一側端寄による縦排水と
横排水の相互干渉の防止によって、管内空気圧力の上昇
を防止してその変化をより小さくさせ、併せて跳水の逆
流を防ぎ、更に集合室8内における円滑な相互合流を得
させると共に、旋回室11内における淀みのない旋回下
降、空気コアの連続生成による空気圧の安定化、排水の
迅速と騒音の低下を確実に得させることが、確実容易に
可能となるのであり、これによって多数階における各階
の連続集中排水を行なう排水配管、特に−管式排水配管
系において生じる問題点、その管内空気圧力変動の大と
排水騒音の大を、顕著に減少させるのである。なお、第
11図は仕切板が設けられず、集合管3の形状を上下に
亘って単一の大径化された円筒状大径部として、この大
径部に羽根板I2のみを突設し、羽根板12を設けた円
筒状の旋回室11はテーバ部3b’ を介して開口接合
部5に直結されている従来の集合管を示す。この場合、
旋回性を与えられた排水がテーパ部3b’ で旋回状態
を維持しながら淀み、停滞を生じるおそれがあるが、上
記実施例では前述のように勾配周面3bをもつ旋回室1
1として、勾配周面3bに羽根体12を設けるので旋回
性を与えられた排水は淀むことなく下方の排水立管2に
流下して行く。また第12図に示したものは、11階建
の中層建築物における上記実施例集合管3を用いたもの
と、従来集合管を用いた一管式排水配管における排水実
験結果の1例を図示したものであり、IIFより排水流
it 330f/minで連続排水した場合で、そのI
Fより8Fまでの管内空気圧力の変動状況を示し、Y、
Y’ で示した曲線は本発明集合管3を用いた変動曲線
、2.2”は従来集合管を使用したものの変動曲線を示
している。
According to the collecting pipe 3, fluctuations in the air pressure inside the pipe are reduced and stabilized as described above, and drainage can be smoothly flowed down with reduced noise. In other words,
An upper drifting deceleration chamber 7 created on the circumferential side of the collecting pipe 3 via a partition plate 6, followed by a gathering chamber 8 where the vertical water flow is focused, and a branch provided on the opposite circumferential side of the drifting deceleration chamber 7. The pipe joints 10 to 10a, 10b, the sloped circumferential surface 3b in the lowest turning chamber 11, and the blade plate 12 that is inclined with respect to the tube axis and protrudes from the sloped circumferential surface 3b, are used to prevent the flow from the upper standpipe 1. By slowing down the drainage speed of inflowing drainage and preventing mutual interference between vertical drainage and horizontal drainage due to the water flow being close to one side edge, the increase in air pressure inside the pipe is prevented and its change is made smaller, and the backflow of water is also prevented. Furthermore, it is possible to obtain smooth mutual merging in the gathering chamber 8, as well as to ensure smooth lowering of the swirl in the swirling chamber 11, stabilization of air pressure by continuous generation of air cores, speedy drainage, and reduction in noise. This makes it possible to reliably and easily solve the problems that occur in drainage piping that performs continuous and concentrated drainage from each floor of multiple floors, especially in pipe-type drainage piping systems, such as large fluctuations in air pressure inside the pipes and drainage noise. This significantly reduces the size of In addition, in FIG. 11, no partition plate is provided, and the shape of the collecting pipe 3 is formed as a single cylindrical large-diameter portion with a large diameter extending upward and downward, and only the vane plate I2 is provided protruding from this large-diameter portion. However, the cylindrical swirling chamber 11 provided with the vane plate 12 represents a conventional collecting pipe which is directly connected to the open joint 5 via the tapered portion 3b'. in this case,
There is a risk that the waste water that has been given swirling properties will stagnate while maintaining its swirling state in the tapered portion 3b', causing stagnation.
1, since the blade body 12 is provided on the sloped peripheral surface 3b, the waste water given swirling properties flows down into the drain pipe 2 below without stagnation. In addition, Fig. 12 shows an example of the results of a drainage experiment in an 11-story medium-rise building using the above-mentioned embodiment collecting pipe 3 and in a single-pipe drainage pipe using a conventional collecting pipe. The I
Indicates the fluctuation status of the air pressure in the pipe from F to 8F, Y,
The curve indicated by Y' is a variation curve using the collecting pipe 3 of the present invention, and 2.2'' is a variation curve using a conventional collecting pipe.

図中、中心の各階を示す中心線の向って右側は空気変動
の+P値、向って左側は−P値(共にmmAg値)であ
り、許容限±25mmAgとして、本実施例のものは従
来のものに比し優れ、特に下層階に至るに従って顕著に
優れていることが判明したものである。
In the figure, the right side of the center line indicating each floor in the center is the +P value of air fluctuation, and the left side is the -P value (both mmAg values).Assuming a tolerance of ±25 mmAg, this example is different from the conventional one. It was found to be superior to the standard, especially as you reach the lower floors.

(発明の効果) 本発明によれば、排水流は仕切板と羽根板の双方により
流下速度あ<減少されると共に、上下貫通状の通気層を
形成しつつ流下することになり、しかも、仕切板の下方
に羽根板が位置することで排水は確実に羽根板に案内さ
れて旋回流とされることから、管内空気圧力の上昇防止
、排水速度の低下、騒音減少を図る上で従来のものより
すぐれた効果を奏する。
(Effects of the Invention) According to the present invention, the drainage velocity is reduced by both the partition plate and the vane plate, and flows down while forming a ventilation layer passing through the upper and lower sides. Since the vane plate is located below the plate, the drainage water is reliably guided by the vane plate and becomes a swirling flow, so it is better than the conventional method in order to prevent the increase in air pressure in the pipe, reduce the drainage speed, and reduce noise. It produces better effects.

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

第1図は本発明集合管実施例の縦断正面図、第2図は同
分割型式実施例の正面図、第3図は同縦断正面図、第4
図は第3図IV−IV線矢視図、第5図は同V−V線、
第6図は同Vl−VI線、第7図は同■−■線、第8図
は同■−■線の各部分断面図、第9図は同下部集合管の
フランジを示す平面図、第10図は同上下接結部の側断
面図、第11図は従来集合管例の側断面図、第12図は
本発明と従来例との管内空気圧力変動の実験結果のグラ
フ図である。 1.2・−・排水立管、3−集合管、4,5−開口接合
部、6・−・仕切板、12−羽根板。
Fig. 1 is a longitudinal sectional front view of an embodiment of the collecting pipe of the present invention, Fig. 2 is a front view of the same split type embodiment, Fig. 3 is a longitudinal sectional front view of the same, and Fig. 4 is a longitudinal sectional front view of the embodiment of the collecting pipe according to the present invention.
The figure is a view taken along the line IV-IV in Figure 3, and Figure 5 is a view taken along the line V-V in the same figure.
6 is a partial sectional view taken along the Vl-VI line, FIG. 7 is a partial cross-sectional view taken along the ■-■ line, and FIG. 9 is a plan view showing the flange of the lower collecting pipe. FIG. 10 is a side cross-sectional view of the upper and lower joints, FIG. 11 is a side cross-sectional view of an example of a conventional collecting pipe, and FIG. 12 is a graph of experimental results of air pressure fluctuations in the pipes of the present invention and the conventional example. . 1.2--Drainage stand pipe, 3-Collecting pipe, 4,5-opening joint, 6--partition plate, 12-vane board.

Claims (1)

【特許請求の範囲】[Claims] (1)管軸方向両端における排水立管接合用の開口接合
部と、この両開口接合部間をつなぎかつ前記排水立管よ
りも大径管状の集合部とから成り、その集合部には、上
端の開口接合部からの排水流を集合部一側に片寄らせる
ための仕切板が設けられ、さらに集合部の内面からは、
その仕切板の下方に位置して排水流を旋回させるための
羽根板が突設されていることを特徴とする排水用集合管
(1) Consists of an opening joint for connecting a drainage standpipe at both ends in the pipe axis direction, and a tubular collecting part that connects both opening joints and has a larger diameter than the drainage standpipe, and the collecting part includes: A partition plate is provided to direct the drainage flow from the opening joint at the upper end to one side of the collecting part, and furthermore, from the inner surface of the collecting part,
A drainage collecting pipe characterized in that a vane plate is protruded below the partition plate for swirling the drainage flow.
JP62119938A 1987-05-15 1987-05-15 Collecting pipe for drainage Granted JPS62288794A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62119938A JPS62288794A (en) 1987-05-15 1987-05-15 Collecting pipe for drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62119938A JPS62288794A (en) 1987-05-15 1987-05-15 Collecting pipe for drainage

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP10003384A Division JP2944975B2 (en) 1998-01-09 1998-01-09 Drainage collecting pipe

Publications (2)

Publication Number Publication Date
JPS62288794A true JPS62288794A (en) 1987-12-15
JPH0587719B2 JPH0587719B2 (en) 1993-12-17

Family

ID=14773881

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62119938A Granted JPS62288794A (en) 1987-05-15 1987-05-15 Collecting pipe for drainage

Country Status (1)

Country Link
JP (1) JPS62288794A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2402041A1 (en) * 1977-08-30 1979-03-30 Sogecan IMPROVEMENT OF DEVICES ALLOWING THE DESCENT OF WASTE WATER AND VALVES IN A SINGLE DUCT
JPS5718014A (en) * 1980-07-08 1982-01-29 Fujitsu Ltd Magnetic head
JPS5718015A (en) * 1980-07-09 1982-01-29 Hitachi Ltd Production of magnetic head chip
JPH0561414A (en) * 1991-08-30 1993-03-12 Matsushita Electric Ind Co Ltd Hermetic terminal mounting device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2402041A1 (en) * 1977-08-30 1979-03-30 Sogecan IMPROVEMENT OF DEVICES ALLOWING THE DESCENT OF WASTE WATER AND VALVES IN A SINGLE DUCT
JPS5718014A (en) * 1980-07-08 1982-01-29 Fujitsu Ltd Magnetic head
JPS5718015A (en) * 1980-07-09 1982-01-29 Hitachi Ltd Production of magnetic head chip
JPH0561414A (en) * 1991-08-30 1993-03-12 Matsushita Electric Ind Co Ltd Hermetic terminal mounting device

Also Published As

Publication number Publication date
JPH0587719B2 (en) 1993-12-17

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