JPH0520640B2 - - Google Patents

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Publication number
JPH0520640B2
JPH0520640B2 JP62119939A JP11993987A JPH0520640B2 JP H0520640 B2 JPH0520640 B2 JP H0520640B2 JP 62119939 A JP62119939 A JP 62119939A JP 11993987 A JP11993987 A JP 11993987A JP H0520640 B2 JPH0520640 B2 JP H0520640B2
Authority
JP
Japan
Prior art keywords
pipe
drainage
collecting
collecting pipe
chamber
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
JP62119939A
Other languages
Japanese (ja)
Other versions
JPS62288795A (en
Inventor
Tosha Amakasu
Masao Nakaishi
Katsuhiro Uoi
Hironori Akasaki
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 JP62119939A priority Critical patent/JPS62288795A/en
Publication of JPS62288795A publication Critical patent/JPS62288795A/en
Publication of JPH0520640B2 publication Critical patent/JPH0520640B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、中、高層集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 (Industrial Field of Application) The present invention relates to a drainage standpipe in a single-pipe drainage piping used in medium- and high-rise apartment buildings, etc., in which sewage and miscellaneous water flow into the same drainage pipe. This invention relates to improvements in drainage collecting pipes interposed therein.

(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
ら下階に向つ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、この一管式排水配管に
おける問題点は、排水が排水立管を流下するに当
つて、上階より下階に降るに従つて大きく発生す
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 penetrate a large number of drainage standpipes into a single drainage pipe from the upper floor to the lower floor, and drain the 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 a protruding opening for joining the branch pipes is interposed in the drainage standpipe, but the problem with this one-pipe drainage piping is that when the wastewater flows down the drainage standpipe, Another issue is the high fluctuations in 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
部と終端部に向つて除々に巾員を狭くした螺旋状
の羽根体を突出状に形成し、その羽根板下方を、
上広下狭上の勾配周面としたものを提案している
(特公昭57−18015号公報)。
Conventionally, measures 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 constricted tube structure with at least the lower half tapered, or connecting it to a side branch pipe. For example, installing a baffle plate in that part, or installing a drainage flow control structure inside the collecting pipe. Regarding this point, the present applicant also formed a spiral blade body projecting from the inner circumferential surface of a large-diameter tubular gathering part, the width of which gradually narrowed toward the starting end and the terminal end, and of,
We have proposed a sloped circumferential surface with an upper width, lower width, and upper width (Japanese Patent Publication No. 18015/1983).

(発明が解決しようとする問題点) 上記羽根体を設けるものは、流下排水を旋回さ
せることにより、管軸に沿つた上下貫通状の空気
コアを生成することで、管内空気圧力の変動をな
くすものである。しかし、従来のものでは、羽根
体により旋回流となつた排水が、その下方の排水
が最も密になりやすい勾配周面で、すでに旋回流
となつて減速されているため、旋回することによ
り淀んでしまい、排水流の停滞によつて、せつか
く形成した空気コアが排水により閉塞され、管内
空気圧力の変動が生じるという問題がある。
(Problems to be Solved by the Invention) The above-mentioned blade body eliminates fluctuations in the air pressure inside the pipe by swirling the flowing drainage water and generating an air core that penetrates vertically along the pipe axis. It is something. However, in conventional systems, the wastewater that has become a swirling flow due to the impeller body has already become a swirling flow and is decelerated on the sloped surface below which the drainage tends to be densest, so it does not stagnate due to swirling. There is a problem in that, due to stagnation of the drainage flow, the air core that has been formed is blocked by the drainage, causing fluctuations in the air pressure inside the pipe.

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、上下端が、排水立管1,2
の接合用開口接合部4,5とされ、この両開口接
合部4,5の上下間が前記排水立管1,2よりも
大径管状の集合部とされ、この重合部の上下間中
途に枝管9の接合部10が開口され、集合部の下
端は、上広下狭状の勾配周面3bとされている排
水用集合管において、排水流を旋回させるための
管軸に対して傾斜した羽根板12が、前記集合部
下端の勾配周面3bに設けられている点にある。
(Means for Solving the Problems) The present invention is characterized in order to solve the problems of the prior art.
The upper and lower parts of the opening joint parts 4 and 5 are formed into a tubular gathering part with a diameter larger than that of the drainage standpipes 1 and 2, and the part between the upper and lower parts of this overlapping part is a pipe-like part. In a drainage collecting pipe in which the joint part 10 of the branch pipe 9 is opened and the lower end of the collecting part has a sloped peripheral surface 3b with an upper wide and lower narrow shape, the joint part 10 of the branch pipe 9 is inclined with respect to the pipe axis for swirling the drainage flow. The blade plate 12 is provided on the sloped peripheral surface 3b at the lower end of the cluster.

(作用) 流下排水は、上広下狭状の勾配周面3bにおい
て、羽根板12によつて旋回させられるため、旋
回を与えられつつ流下することになり、淀みを生
じることはない。
(Function) Since the downstream drainage water is swirled by the vane plate 12 on the sloped peripheral surface 3b having a wide upper and lower narrow shape, it flows downward while being given a swirl, and no stagnation occurs.

(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つて接続
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線に向つ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つて、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の内周面一側に向つて偏流さ
せ、かつ減速させる偏流減速室7が劃成される。
この偏流減速室7は仕切板6の下垂長さと相まつ
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によつ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によつて偏流減速室7をへて集
合室8の一側に片寄せ流入させる立管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
3a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
室8に続く先に述べたゆるやかな勾配周面3bに
よつで囲まれた下部は、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線をめぐつてスパイラル
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。即ち、
これら羽根板12は何れも管軸X−X線に対して
傾斜した略台形状のプレート体であり、かつ勾配
周面3bの上下方向に沿つて突設されると共に、
上端から下端に至るに従いその巾員は漸次小とさ
れるもので、勾配周面3bに等分配置状に突設さ
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つて接続される。
(Example) The present invention will be described in detail below with reference to the illustrated embodiment. FIG. Drainage collecting pipe 3 interposed between the standpipes 2
Open joint parts 4 and 5 are formed at both upper and lower ends in the direction of the tube axis X-X line, and are connected to the compatible pipes 1 and 2 by a known water-sealing connection structure, and both joint parts 4, The main part of the pipe that connects between 5 and 5 is standpipe 1 and 2.
It is a collection of tubular bodies with a larger diameter. 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 lower part from the middle part to the open joint part 5 at the lower end is a cylindrical part 3a as shown in the figure. The cylindrical portion 3a has a tapered cylindrical portion with a wide upper end and a narrower lower end, and has a sloped peripheral surface 3b inside. By providing the tongue-shaped partition plate 6 projecting downward, the drainage stream flowing down from the upper drainage standpipe 1 is directed to one side of the inner circumferential surface of the cylindrical portion 3a as shown by arrow A. A biased flow deceleration chamber 7 is formed to bias the flow in the opposite direction and decelerate the flow.
Together with the hanging length of the partition plate 6, this drifting deceleration chamber 7 occupies almost the entire upper part of the cylindrical portion 3a, and the middle portion following this drifting deceleration chamber 7 is decelerated by the partition plate 6. A collection chamber 8 is formed in which the drainage flow from the drainage standpipe 1 side and the drainage flow from the side branch pipe flowing in from the circumferential side of the cylindrical portion 3a merge. That is, the drain flow from the standpipe 1 is forced into one side of the collection chamber 8 through the biased flow deceleration chamber 7 by the partition plate 6 in the opposite direction, or the collection chamber 8 as far away as possible. One or more branch pipe joints 10 are provided in the shape of a protruding opening on the circumferential side of the pipe to be connected to a side branch pipe 9 connected to a toilet bowl or a source of gray water,
Although one piece is shown in this example, the length of the cylindrical portion 3a along the tube axis X-X line direction is increased,
Of course, it is possible to increase the length of the collecting chamber 8 and provide two or more branch pipe joints 10 at different positions and directions above and below the circumferential side of the collecting chamber 8. The lower part surrounded by the above-mentioned gently sloped peripheral surface 3b following the collecting room 8 directs the drainage flow from the drain standpipe 1 and the horizontal branch pipe 9 that are combined in the collecting room 8 to the lower part. A swirling chamber 11 is formed to allow water to flow down through the open joint 5 at the lower end on the side of the drainage standpipe 2. On the inner wall surface of the swirling chamber 11, that is, on the sloped circumferential surface 3b, there is a drainage stand indicated by arrow A. In contrast to the drainage from the pipe 1 side and the collective flow of wastewater from the horizontal branch pipe 9 shown by arrow B, the drainage standpipe 2 rotates in a spiral around the pipe axis X-X as shown by arrow C. As if flowing down,
A plurality of blade plates 12 are provided in a protruding manner. That is,
Each of these blade plates 12 is a substantially trapezoidal plate body inclined with respect to the tube axis X-X line, and is provided protrudingly provided along the vertical direction of the sloped circumferential surface 3b.
The width thereof gradually decreases from the upper end to the lower end, and they are protruded from the sloped circumferential surface 3b in an evenly spaced arrangement. 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によつて一体に接続され
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1
4a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,
17を締結ボルト18ナツト19により締結する
ことによつ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は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つて、第
1図実施例と同様の偏流減速室7が一側に片寄せ
て劃成され、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が両管に亘つて形成されるの
であり、従つて集合室8の上部他側には、上部集
合管13の変流減速室7の反対側、即ち仕切板6
によつて劃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の裏側に劃成される部分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の形成と相まつてより明確
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13,1
4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1
4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
られれるのであり、これら上下の各枝管接合部1
0a,10bは、例えば上位の枝管接合部10a
は便器に接続される横枝管の接合部として、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。下部集合管1
4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
つて囲まれた旋回室11が、下端の開口接合部5
とと間に亘つて形成され、この旋回室11におけ
る勾配周面3b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、軸管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12は上端から下端に至るに従つて、
その巾員が漸次小とされる。
In the first embodiment illustrated in FIG. 1, the collecting pipe 3 is shown as having an integral structure from the open joint 4 at the upper end to the open joint 5 at the lower end. The collecting pipe 3 can also have an upper and lower divided structure, and this will be explained in a second embodiment illustrated in FIGS. 2 to 10. In the overall view shown in FIGS. 2 and 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 end and the upper end of both the pipes 13 and 14 are integrally connected by a flange joint 15. That is, as shown in detail in FIG. 10, a socket rim 14a is formed at the upper end of the lower collecting pipe 14 to support the lower end of the upper collecting pipe 13, and the socket rim 14a is formed at the upper end of the lower collecting pipe 14.
4a, an overhanging flange 14b is formed, 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 lower end outer periphery and the overhanging flange 14b. A separate mounting flange 17, which is loosely fitted in advance into the collecting pipe 13, is connected to and supported by the water sealing material 16, and both flanges 14b,
17 are integrated by fastening them with fastening bolts 18 and nuts 19. Of course, this connection structure is merely an example. Such upper and lower collecting pipes 13 and 14 are formed by dividing the collecting pipe 3, and the pipe main body portion that connects the open joint part 4 at the upper end and the open joint part 5 at the lower end is a tubular body having a larger diameter than the vertical pipes 1 and 2. The upper collecting pipe 13 is provided with a partition plate 6 bent from the lower end of the open joint part 4 into a substantially S-shape in the illustrated example. The drifting deceleration chamber 7 is formed to be biased to one side, and in accordance with the shape of the partition plate 6, the outer circumferential wall extending approximately half the circumference of the upper collecting pipe 13 is formed into a bent projecting portion 13a as shown in the figure. Therefore, the length of the partition plate 6 is extended to the lower part of the upper collecting pipe 13. A 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. Therefore, the upper part of the collecting chamber 8, etc. On the side, there is a partition plate 6 on the opposite side of the current transformation reduction chamber 7 of the upper collecting pipe 13.
A preliminary gathering chamber 8a, which is a space on the opposite circumferential side formed by the above, is formed in a communicating manner. This preliminary gathering room 8a also has a portion 8a formed on the back side of the partition plate 6 in the embodiment shown in FIG.
However, in the embodiment shown in FIG. 2, together with the formation of the partition plate 6, it is possible to form a clearer and larger space. In this FIG. 2 embodiment, the upper and lower collecting pipes 13, 1
A long gathering room 8 using the upper and lower joints of 4, and a preliminary gathering room 8a clearly formed by the shape of the partition plate 6, as shown in the figure. A plurality of branch pipe joints 10a, 10b with steps are shown in FIGS. 2, 3, 4, 5,
It can be formed as shown in Figure 6. That is, in the preliminary gathering chamber 8a on the back side of the partition plate 6, in the illustrated example, there are three upper branch pipe joints 10a having different inflow directions.
is provided in a protruding manner using the circumferential side of the upper collecting pipe 13, and in the collecting chamber 8, the lower collecting pipe 1
In the illustrated example, one branch pipe joint part 10b is also provided in a protruding shape as a lower joint part, using the circumferential side of 4, and each of these upper and lower branch pipe joint parts 1
0a and 10b are, for example, the upper branch pipe joint 10a
The lower branch pipe joint 10b can be used as a joint for a side pipe connected to a toilet bowl, and the lower branch pipe joint 10b can be used as a joint for a side pipe connected to a kitchen or other source of gray water, or vice versa. It is possible to receive various types of sewage and gray water from different directions. Lower collecting pipe 1
4 has a gathering room 8 formed using the open upper end.
Continuing from the lower end, a swirling chamber 11 surrounded by a gently sloped peripheral surface 3b is connected to an open joint 5 at the lower end.
On the sloped circumferential surface 3b of the swirling chamber 11, as shown in FIGS. 3 and 5, a groove is formed between A plurality of inclined blade plates 12 for the axial tube
- They are provided protrudingly in a circumferentially equally spaced manner in an attitude inclined with respect to the X-ray. As shown in the figure, these blades 12 are arranged as follows from the upper end to the lower end:
Its width is gradually reduced.

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3b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 portion 5, but it may be formed only on the sloped peripheral surface 3b.
Alternatively, it may be formed continuously from the gathering chamber 8 to the sloped peripheral surface 3b, or from the gathering chamber 8 to the opening joint portion 5 via the sloped peripheral surface 3b.

上記集合管3の用法に当つては、従来のこの種
集合管と同様に、上階から下階にわたつて上下貫
通状に排水立管の連結立設により排水配管を設け
るに当り、各階毎にこの集合管3の介入させるの
であり、その階における便器より汚水や厨房その
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, as with conventional collecting pipes of this kind, when installing drainage piping by connecting and installing drainage standpipes vertically penetrating from the upper floor to the lower floor, The collecting pipe 3 intervenes in this process, and sewage from the toilet bowl on that floor and miscellaneous waste water from the kitchen and other places flow into the collecting pipe 3 via each side branch pipe, and the waste water flows down the drain standpipe. The drainage flows from the side branch pipes are merged and collected in the collection pipe 3, and are drained continuously to the lower floor.The top part of the drainage pipe system is open to the atmosphere, and the bottom part is connected to the drainage hall as appropriate. You will be guided.

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の弯曲形状と相まつて集合管3
の大径部3aにおける管周一側に片寄せられて流
下することになる。即ち、これによつて立管1か
らの縦排水は集合管3内にその大径部全面積に亘
つて直流することなく、仕切板6により屈曲偏流
によつ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。従つて次の集合室8内においては、立管1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
と相まつて、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によつて下方に至るに従い絞られ
た断面形状であると共に、この勾配周面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つて、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
せるのである。このさい羽根板12による旋回
は、上下貫通状に管軸に沿つ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。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つ
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、迅速な水切り排水が確実に得ら
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。
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 drift reduction chamber 7 guided by the partition plate 6, so that Collecting pipe 3 with curved shape
The liquid flows down toward one side of the tube circumference in the large diameter portion 3a. 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 by the partition plate 6, and the air inside the pipe is reduced. In addition to preventing an increase in pressure, it also eliminates interference due to direct collision with water flowing in from the side branch pipe 9, thereby eliminating an increase in air pressure inside the pipe, and also preventing backflow to the side branch pipe 9 side. Smooth and quiet merging in the gathering room 8 with the lateral drainage flowing from the lateral branch pipe 9 via the branch pipe joints 10 to 10a can be expected. Therefore, in the next collecting room 8, the wastewater from the standpipe 1 and the inflow wastewater from the side pipe 9 are combined in a focused form, and the turbulence caused by mutual interference is small, and the air inside the pipe is Reduce pressure fluctuations,
A smooth merging effect with low drainage noise can be obtained,
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 due to 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 around the sloped peripheral surface 3b. Since the protrusions are arranged equally in the direction, the drainage flow is given swirling property through the guidance of each vane plate 12 in the part where the combined drainage water tends to be most dense, and it turns around the pipe axis and descends. As a result, water flows smoothly and quickly without causing a faucet phenomenon, and the opening joint 5
The water is accurately guided and discharged to the lower drainage standpipe 2 side through the . 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 drainage can be obtained in a stable state without changing the air pressure inside the pipe, and drainage noise can be reduced. will be obtained. In addition, since this vane plate 12 is provided protrudingly from the sloped peripheral surface 3b, together with the provision of an appropriate inclination angle in the vertical direction, the drainage flow in the swirling chamber 11 can be quickly moved without stagnation or stagnation. This will ensure that the drainage water is properly drained. 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.

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とことになる。つまり、
本発明集合管3によれば、仕切板6を介して集合
管3の管周一側に劃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の反応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の各要素によつて、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
よつて、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、さ
らに集合室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
つ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、特に一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。このさい第1
1図示のように、集合管3の形状を上下に亘つて
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12を突設した場合、羽根板12を
設けた円筒状の旋回室11はテーパ部3b′が介し
て開口接合部5に直結されている。このため旋回
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、本発明では前述のように勾配周面3bをもつ
旋回室11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に流化して行く。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
本発明集合管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、11Fより排水流量330
/minで連続排水した場合で、その1F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、Z、Z′は従来集合管を使用したものの変動
曲線を示している。図中、中心の各階を示す中心
線の向つて右側は空気変動の+P値、向つて左側
は−P値(共にmmAg値)であり、許容限±25mm
Agとして、本発明のものは従来のものに比し優
れ、特に下層階に至るに従つて顕著に優れている
ことが判明したものである。
As described above, fluctuations in the air pressure inside the pipe can be reduced and stabilized, and drainage can be smoothly flowed down with reduced noise. In other words,
According to the collecting pipe 3 of the present invention, the upper uneven flow reduction chamber 7 is formed on one side of the pipe circumference of the collecting pipe 3 through the partition plate 6;
Following this, the collecting chamber 8 where the vertical water flow is concentrated, the branch pipe joints 10 to 10a, 10b provided on the reaction peripheral side of the biased flow deceleration chamber 7, the sloped peripheral surface 3b in the lowest swirling chamber 11, and the sloped peripheral surface 3b in the lowest swirling chamber 11. Each element of the blade plate 12, which is inclined with respect to the pipe axis and projected from the surface 3b, slows down the drainage speed of the inflowing wastewater from the upper standpipe 1, and allows the water flow to move closer to one side of the pipe so that vertical and horizontal drainage can be mutually controlled. By preventing interference, it is possible to prevent an increase in the air pressure in the pipe and make its change smaller, and also to prevent the backflow of splash water, to achieve smooth mutual merging in the gathering chamber 8, and to reduce the change in the air pressure in the swirling chamber 11. This makes it possible to reliably and easily achieve stagnation-free swinging and lowering, stabilization of air pressure through continuous generation of air cores, rapid drainage, and noise reduction. This significantly reduces the problems that occur in drainage piping that performs continuous concentrated drainage, particularly in single-pipe drainage piping systems, such as large fluctuations in air pressure within the pipe and large drainage noise. At this time, the first
1, when the shape of the collecting pipe 3 is a single large-diameter cylindrical portion extending vertically and the vane plate 12 is provided protruding from this large-diameter portion, the vane plate 12 is provided. The cylindrical swirling chamber 11 is directly connected to the open joint portion 5 via the tapered portion 3b'. For this reason, there is a risk that the waste water that has been given swirling properties stagnates and stagnates while maintaining the swirling state in the tapered portion 3b'. Since the blade body 12 is provided on the circumferential surface 3b, the waste water given swirling properties flows into the drain standpipe 2 below without stagnation. Also the 12th
The figure shows an example of the results of a drainage experiment in an 11-story medium-rise building using the collecting pipe 3 of the present invention and in a single-pipe drainage pipe using a conventional collecting pipe. , Drainage flow rate from 11F is 330
8F from 1F when draining continuously at /min.
Indicates the fluctuation status of the air pressure in the pipe up to Y,
The curve indicated by Y' is the variation curve using the collecting pipe 3 of the present invention, and Z and Z' are the variation curves using the conventional collecting pipe. 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), with a tolerance of ±25 mm.
As for Ag, the one of the present invention is superior to the conventional one, and it has been found that it is particularly superior to the lower floors.

(発明の効果) 本発明による集合管によれば、排水流を旋回さ
せるための管軸に対して傾斜した羽根板が、大径
管状の集合部下端の勾配周面に設けられているこ
とにより、排水流の淀みが生じることはなく、管
軸に沿つた上下貫通状の空気コアにより、管内空
気圧力の変動を確実に防止できる。
(Effects of the Invention) According to the collecting pipe according to the present invention, the vane plate inclined with respect to the pipe axis for swirling the drainage flow is provided on the sloped peripheral surface of the lower end of the collecting pipe in the shape of a large diameter pipe. , stagnation of the drainage flow does not occur, and fluctuations in the air pressure inside the pipe can be reliably prevented due to the air core penetrating vertically along the pipe axis.

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

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−線矢視図、第5
図は同−線、第6図は同−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、3b……
勾配周面、4,5……開口接合部、、9……横枝
管、10……枝管接合部、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, Fig. 4 is a view taken from Fig. 3 - line arrows, Fifth
6 is a partial sectional view taken along the same line, FIG. 7 is a partial sectional view taken along the same line, FIG. 9 is a plan view showing the flange of the lower collecting pipe, Fig. 10 is a side sectional view of the upper and lower connecting parts, Fig. 11
The figure 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 pipe of the present invention and the conventional example. 1, 2...Drainage standpipe, 3...Collecting pipe, 3b...
Gradient peripheral surface, 4, 5...opening joint, 9...lateral branch pipe, 10...branch pipe joint, 12...blade plate.

Claims (1)

【特許請求の範囲】[Claims] 1 上下端が、排水立管1,2の接合用開口接合
部4,5とされ、この両開口接合部4,5の上下
間が、前記排水立管1,2よりも大径管状の集合
部とされ、この集合部の上下間中途に枝管9の接
合部10が開口され、集合部の下端は、上広下狭
状の勾配周面3bとされている排水用集合管にお
いて、排水流を旋回させるための管軸に対して傾
斜した羽根板12が、前記集合部下端の勾配周面
3bに設けられていることを特徴とする排水用集
合管。
1 The upper and lower ends are the opening joints 4 and 5 for joining the drainage standpipes 1 and 2, and the space between the upper and lower opening joints 4 and 5 is a collection of pipes with a larger diameter than the drainage standpipes 1 and 2. A joint part 10 of the branch pipe 9 is opened midway between the upper and lower parts of this collecting part, and the lower end of the collecting part has a sloped circumferential surface 3b with a narrow top and bottom. A drainage collecting pipe characterized in that a vane plate 12 inclined with respect to the pipe axis for swirling the flow is provided on the sloped circumferential surface 3b at the lower end of the collecting pipe.
JP62119939A 1987-05-15 1987-05-15 Drainage collecting pipe Granted JPS62288795A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62119939A JPS62288795A (en) 1987-05-15 1987-05-15 Drainage collecting pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62119939A JPS62288795A (en) 1987-05-15 1987-05-15 Drainage collecting pipe

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP8191245A Division JP2813335B2 (en) 1996-07-19 1996-07-19 Drainage method of drainage in drainage collecting pipe

Publications (2)

Publication Number Publication Date
JPS62288795A JPS62288795A (en) 1987-12-15
JPH0520640B2 true JPH0520640B2 (en) 1993-03-22

Family

ID=14773908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62119939A Granted JPS62288795A (en) 1987-05-15 1987-05-15 Drainage collecting pipe

Country Status (1)

Country Link
JP (1) JPS62288795A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0816338B2 (en) * 1989-07-25 1996-02-21 積水化学工業株式会社 Collective pipe fitting
JPH0819708B2 (en) * 1989-08-21 1996-02-28 積水化学工業株式会社 Collective pipe fitting
JPH0830551B2 (en) * 1989-12-08 1996-03-27 徳厚 小島 Drainage stack fitting

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5041121A (en) * 1973-08-16 1975-04-15
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

Also Published As

Publication number Publication date
JPS62288795A (en) 1987-12-15

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