JPH09158276A - Method for making drainage flow down in collecting pipe for draining - Google Patents
Method for making drainage flow down in collecting pipe for drainingInfo
- Publication number
- JPH09158276A JPH09158276A JP8191245A JP19124596A JPH09158276A JP H09158276 A JPH09158276 A JP H09158276A JP 8191245 A JP8191245 A JP 8191245A JP 19124596 A JP19124596 A JP 19124596A JP H09158276 A JPH09158276 A JP H09158276A
- Authority
- JP
- Japan
- Prior art keywords
- drainage
- pipe
- peripheral surface
- collecting
- collecting pipe
- 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
Links
Landscapes
- Sink And Installation For Waste Water (AREA)
- Branch Pipes, Bends, And The Like (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、中、高層集合住宅
等において用いられる処の、汚水と雑排水を流す一管式
排水配管の排水立管中に介在させる排水用集合管内にお
ける排水の流下方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage drainage pipe in a drainage collecting pipe which is interposed in a drainage pipe of a one-pipe type drainage pipe for flowing sewage and miscellaneous drainage, which is used in middle and high-rise apartment houses and the like. Regarding the method.
【0002】[0002]
【従来の技術】一管式排水配管における排水管構成は、
上階から下階に向か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
るに当たって、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。2. Description of the Related Art The construction of a drainage pipe in a one-pipe type drainage pipe is
From the upper floor to the lower floor, a number of drainage pipes are connected and penetrated into a single drainage pipe, and sewage and miscellaneous drainage in the living quarters on each floor are flowed into the drainage drainpipe via horizontal branch pipes. In this case, the drainage receiving pipe on each floor is a tubular body having a diameter larger than that of the drainage standing pipe, and a joining opening for the horizontal branching pipe is formed in a protruding shape on a peripheral side surface thereof. The problem with this one-pipe drainage pipe is that when drainage flows down the drainage riser, the higher the pipe height is, the larger the drainage rises from the upper floor to the lower floor. It is the point of air pressure fluctuation and drainage noise.
【0003】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かって徐々に巾員
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、上広下狭状の勾配周面としたものを提案して
いる(特公昭57−18015号参照)。[0003] Means conventionally adopted to solve this problem include, for example, a large-diameter pipe shape in a collecting pipe, a simple cylindrical shape and at least a lower half having a tapered throttle structure, or a horizontal branch pipe. Or a baffle plate is provided at a connection portion with the above, or a drainage flow control structure is provided inside the collecting pipe. Regarding this point, the present applicant also formed a spiral blade body whose width was gradually narrowed toward the start end and the end thereof on the inner peripheral surface of the large-diameter tubular gathering portion, and formed a protruding shape below the blade plate. (See Japanese Patent Publication No. 57-18015).
【0004】また、フランス特許第2402041号明
細書には、衛生器具と排水立管を接続する接続枝管が開
示されており、この接続枝管は、上部排水立管との接続
部分が大径の受口部となり、その受口部に続く小径の直
管部に、衛生器具と接続される側部継手(枝管接続部)
が逆ハの字状に形成され、そして上記受口部から下方の
小径直管部へ移行するテーパ部に、排水を旋回させるた
めの突起エレメントが形成された円形リングが嵌合され
ているものである。[0004] Further, French Patent No. 2402041 discloses a connecting branch pipe for connecting a sanitary fitting and a drainage riser, and the connection branching part of the connection branch with the upper drainage riser has a large diameter. The side joint (branch connection part) that is connected to the sanitary fitting in the small diameter straight pipe part following the reception part
Is formed in an inverted U shape, and a circular ring formed with a projection element for rotating drainage is fitted to a tapered portion that transitions from the receiving portion to a small straight pipe portion below. It is.
【0005】[0005]
【発明が解決しようとする課題】上記特公昭57−18
015号公報に記載のものにおいては、その羽根体によ
り、流下排水を旋回させることにより、管軸に沿った上
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、この公知例のもので
は、羽根体により旋回流となった排水が、その下方の排
水が最も密になりやすい勾配周面で、管中心に向かって
流下する際に向心力が作用するため、せっかく与えた遠
心力が弱められ、場合によっては形成した空気コアが排
水により閉塞されて、管内空気圧力の変動が大きくなる
という問題がある。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
In the device described in JP-A No. 015, the fluctuation of the air pressure in the pipe is eliminated by swirling the downflow drainage by the blade body to generate a vertically penetrating air core along the pipe axis. . However, in this known example, the drainage that has become a swirl flow due to the blade body is a gradient peripheral surface where the drainage below it is most likely to be dense, and since a centripetal force acts when flowing down toward the pipe center, There is a problem in that the centrifugal force applied is weakened, the formed air core is blocked by drainage in some cases, and the fluctuation of the air pressure in the pipe increases.
【0006】一方、上記フランス特許においては、その
受口部で上記突起エレメントにより流下排水を旋回させ
るのであるが、衛生器具からの排水が、側部継手からの
小径の直管部に流入されるので、せっかく上記受口部で
旋回力が付与された排水流の流れが、この衛生器具から
の流れにより乱され、強い旋回状態を維持することが困
難となり、衛生器具からの排水流量が多い場合に、上記
特公昭57−18015号公報に記載のものと同様に大
きな管内空気圧力の変動が生じるという問題がある。On the other hand, in the above-mentioned French patent, the downflow drainage is swirled by the above-mentioned projecting element at the receiving portion. The drainage from the sanitary fittings flows into a small-diameter straight pipe from the side joint. Therefore, the flow of the drainage flow to which the swirling force has been applied at the receiving portion is disturbed by the flow from the sanitary appliance, and it becomes difficult to maintain a strong swirling state, and the drainage flow from the sanitary appliance is large. In addition, there is a problem that a large fluctuation in the air pressure in the pipe occurs as in the case of Japanese Patent Publication No. 57-18015.
【0007】[0007]
【課題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、
排水立管の接合用開口接合部とされ、この両開口接合部
の上下間が、前記排水立管よりも大径の膨大部とされ、
該膨大部の下端は、上広下狭状の勾配周面とされている
排水用集合管内における排水の流下方法において、便器
または雑排水源と接続された横枝管からの排水を前記膨
大部内に流入させ、この流入した排水と、前記上部の排
水立管から膨大部内に流下してくる排水とに対して、前
記勾配周面において旋回を付与し、下部の接合用開口接
合部から排水立管内面にそった旋回流として流下させる
点にある。The present invention is characterized by solving the problems of the prior art in that the upper and lower ends are:
It is an opening joint for joining the drainage riser, and between the upper and lower portions of the two opening joints is an enlarged portion having a larger diameter than the drainage riser,
The lower end of the enlarged portion is provided with a drainage flow in a drainage pipe having a narrow upper and lower sloped peripheral surface, wherein drainage from a horizontal branch pipe connected to a toilet or a miscellaneous drainage source is discharged into the enlarged portion. And the swirl is given to the drainage that has flowed in and the drainage that flows down from the upper drainage riser into the enormous portion on the gradient peripheral surface. The point is that it flows down as a swirling flow along the inner surface of the pipe.
【0008】上部の排水立管から流下する排水と、横枝
管からの排水は、両方の流れが共に上広下狭状の勾配週
面において、旋回を与えられつつ流下することになり、
管中心で淀みを生じることなく、強い旋回状態を維持し
て下部の排水立管へと流下していく。そして、勾配周面
に設けられた羽根体により、排水は確実に旋回力が付与
される。[0008] The drainage flowing down from the upper drainage riser and the drainage from the horizontal branch pipe both flow down while being swirled on a narrow slope surface having a narrow top and bottom.
The stagnation does not occur at the center of the pipe, and it keeps a strong turning state and flows down to the lower drainage pipe. Then, the swirling force is reliably applied to the drainage by the blade body provided on the slope peripheral surface.
【0009】[0009]
【発明の実施の形態】以下図示の実施例について本発明
を詳述すると、図1は本発明に用いる排水集合管の一例
を示したものである。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
されている。両接合部4,5間を連ねる管本体部分は立
管1,2より大径の膨大部3aとされる。この膨大部3
aから下端の開口接合部5に至る下部は、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
パ筒部とされる。前記膨大部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
向かって下垂状に張り出す舌片状の仕切板6が設けられ
ている。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to the illustrated embodiments. FIG. 1 shows an example of a drainage collecting pipe used in the present invention. The drainage collecting pipe 3 interposed between the upper drainage riser 1 and the lower drainage riser 2 is provided at both upper and lower ends in the direction of the pipe axis XX by the known watertight connection structure with the above-described two-standpipe 1,2. Opening joints 4 and 5 to be connected are formed. The tube main body portion connecting the two joint portions 4 and 5 is an enlarged portion 3a having a larger diameter than the standing tubes 1 and 2. This huge part 3
The lower part extending from a to the opening joint part 5 at the lower end is a tapered cylindrical part having a wide upper and lower part having a gentle sloped peripheral surface 3b therein as shown in the figure. In the enlarged portion 3a, a tongue-shaped partition plate 6 is provided which protrudes downward from one side of the inner peripheral surface of the lower end of the opening joint 4 at the upper end toward the tube axis XX.
【0010】この仕切板6によって、上部の排水立管1
より流下してくる排水流を、矢印イのように膨大部3a
の内周面一側に向かって偏流させ、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
下垂長さと相まって、膨大部3aの上部全体を略占有す
る。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、膨大
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。The partition plate 6 allows the upper drainage stack 1
The drainage flow that flows down is expanded 3a as shown by the arrow a.
A deceleration deceleration chamber 7 is formed, which deviates and decelerates toward one side of the inner peripheral surface of the deflector. This drift deceleration chamber 7 occupies almost the entire upper part of the enlarged portion 3a in combination with the hanging length of the partition plate 6. In the middle part following the drift deceleration chamber 7, the drainage flow from the drainage riser 1, which has been drifted and decelerated by the partition plate 6, and the drainage flow from the horizontal branch pipe that flows in from the peripheral side of the enlarged part 3 a merge. To be a meeting room 8.
【0011】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。この図例では1個のものを示して
いるが、膨大部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1
0を設けることは勿論自由である。That is, the deceleration deceleration chamber 7 is formed by the partition plate 6.
A drain or a drainage source is connected in the opposite direction of the drainage flow from the standing pipe 1 which is biased into one side of the collecting room 8 or on the peripheral side of the collecting room 8 as far away as possible. One or more branch pipe joints 10 connected to the formed horizontal branch pipe 9 are provided in a protruding opening shape. In the example of this figure, one is shown, but the length of the expanding section 3a along the tube axis XX line direction is increased so that the length of the collecting chamber 8 is increased. And two or more branch pipe joints 1
It is of course free to provide 0.
【0012】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とされる。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。The lower part, which is surrounded by the above-mentioned gentle peripheral surface 3b following the collecting chamber 8, has a drainage flow from the drainage vertical pipe 1 and the horizontal branch pipe 9 joined in the collecting chamber 8,
A swirl chamber 11 is formed to flow down to the lower drainage stack 2 via the opening joint 5 at the lower end. On the inner wall surface of the swirl chamber 11, that is, on the gradient peripheral surface 3b, the drainage from the drainage riser 1 side indicated by the arrow A and the collective flow of the drainage from the horizontal branch pipe 9 indicated by the arrow B As shown by arrow C, a plurality of blade plates 12 are protruded so as to flow down the drainage vertical pipe 2 while spirally turning around the pipe axis XX.
【0013】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
続構造によって接続される。That is, each of these blade plates 12 has a tube axis X-
A substantially trapezoidal plate body inclined with respect to X-rays,
And it is projected along the up-down direction of the gradient peripheral surface 3b, and its width is gradually reduced from the upper end to the lower end. is there. The horizontal branch pipe 9 and the branch pipe joint 10 are connected by a known water sealing connection structure.
【0014】第1図に例示した集合管3は、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、本発明に使用する
集合管3は上下分割構造のものとすることも可能であ
る。図2以下図10に例示した集合管3においてこれを
説示する。図2,3に示した全体図及び図4乃至図9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。The collecting pipe 3 exemplified in FIG. 1 is shown as an integral structure from the opening joint 4 at the upper end to the opening joint 5 at the lower end, but the collecting pipe used in the present invention is shown in FIG. 3 may be of a vertically divided structure. This is illustrated in the collecting pipe 3 illustrated in FIGS. 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 opening joint 4 at the upper end.
And a lower collecting pipe 14 having an opening joint portion 5 at the lower end.
The lower end and the upper end of 14 are integrally connected by a flange joint 15.
【0015】即ち、図10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下端を差し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14
b,17を締結ボルト18、ナット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。That is, as shown in detail in FIG. 10, a receiving edge 14a for supporting a lower end of the upper collecting pipe 13 is formed at an upper end of the lower collecting pipe 14, and a flange 14b is formed following the receiving edge 14a. The lower end of the upper collecting pipe 13 is inserted into the receiving edge 14a, and a rubber or other sealing material 16 is interposed between the outer periphery of the lower end and the overhanging flange 14b. A separate mounting flange 17 is brought into contact with the sealing material 16 and
The b and 17 are integrated by being fastened by fastening bolts 18 and nuts 19. Of course, this connection structure only shows an example.
【0016】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図例と同様
の偏流減速室7が一側に片寄せて劃成される。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。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。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は先に述べた図1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、図2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。
この図2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が図2,3及び図
4,5,6のように形成できる。In the collecting pipe 3 formed by dividing the upper and lower collecting pipes 13 and 14, the pipe main body connecting the opening joint 4 at the upper end and the opening joint 5 at the lower end has a larger diameter than the standing pipes 1 and 2. The upper collecting pipe 13 is provided with a partition plate 6 having a shape that bends into a substantially S-shape in the illustrated example from the lower end of the opening joint section 4 in the upper collecting pipe 13. The drift deceleration chamber 7 is formed so as to be shifted to one side. According to the shape of the partition plate 6, the outer peripheral wall extending over substantially half the circumference of the upper collecting pipe 13 is formed as a bent overhang 13a as shown in the figure. The length of the partition plate 6 is also extended to the lower part of the upper collecting pipe 13. A collecting chamber 8 is formed 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 over both pipes. Therefore, on the other upper side of the collecting chamber 8, a preliminary collecting chamber 8 a which is a space on the opposite side of the drift reducing chamber 7 of the upper collecting pipe 13, that is, on the opposite peripheral side defined by the partition plate 6, is formed in a communicating manner. Will be. This preliminary collecting chamber 8a is also formed as a portion 8a formed on the back side of the partition plate 6 in FIG. 1 described above, but in FIG. It can be formed more clearly and as a large space.
In FIG. 2, the long collecting chamber 8 utilizing the upper and lower joining portions of the upper and lower collecting pipes 13 and 14 and the preliminary collecting chamber 8a formed by the shape of the partition plate 6 are clearly formed, so that both the collecting chambers 8 are formed as shown in FIG. Utilizing the chambers 8, 8a, a plurality of branch pipe joints 10a, 10b having steps at the top and bottom thereof can be formed as shown in FIGS.
【0017】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
のである。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10a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。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
下端に引き続いて、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3b上に
は、図3及び図5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、図1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12は
上端から下端に至るに従って、その巾員が漸次小とされ
る。That is, in the pre-collection chamber 8a corresponding to the back side of the partition plate 6, in the illustrated example, three upper branch pipe joints 10a having different inflow directions are used by utilizing the peripheral side of the upper collecting pipe 13. In the collecting chamber 8, one branch pipe joint 10b is provided in the same manner as the lower joint in the collecting chamber 8 using the peripheral side of the lower collecting pipe 14 as a lower joint. . These upper and lower branch pipe joints 10a, 10b
For example, the upper branch pipe joint 10a is connected to a horizontal branch pipe connected to a toilet bowl, and the lower branch pipe joint 10b is connected to a horizontal branch pipe connected to a kitchen or other wastewater source. As part, or vice versa, it is possible to receive inflows of multi-directional, multi-species sewage and gray water. Following the lower end of the collecting chamber 8 formed by using the open upper end in the lower collecting pipe 14, the swirling chamber 11 surrounded by the gentle gradient peripheral surface 3 b extends between the swirling chamber 11 and the opening joint 5 at the lower end. As shown in FIG. 3 and FIG. 5, a plurality of inclined sheets for imparting swirling properties to the collected drainage flowing down from the collecting chamber 8 are formed on the inclined peripheral surface 3 b of the swirling chamber 11. The blade plate 12 has a tube axis XX like the one shown in FIG.
It is projected in a circumferentially equally-distributed shape in a posture inclined with respect to the line. As shown in the figure, the width of these blades 12 is gradually reduced from the upper end to the lower end.
【0018】尚、羽根板12は、図3では、勾配周面3
b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。上記集合管3の用法に当たっては、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る。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。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。In FIG. 3, the blade plate 12 is formed by
b, but is formed continuously from the opening joint portion 5, but may be formed only on the gradient peripheral surface 3b, or may be formed from the collecting chamber 8 to the gradient peripheral surface 3b, or from the collecting chamber 8 to the gradient peripheral surface 3b. It may be formed continuously through the opening joint portion 5 through the opening. In the use of the collecting pipe 3, in the same manner as the conventional collecting pipe of this type, when the drain pipe is formed by vertically connecting the drainage pipes vertically from the upper floor to the lower floor, the collecting pipe is provided for each floor. 3 intervenes. Sewage from the toilet bowl and miscellaneous wastewater from the kitchen and the like at that floor are allowed to flow into the collecting pipe 3 through each horizontal branch pipe, and the drainage flow flowing down the drainage stack and the drainage flow from the horizontal branch pipe are collected into the collecting pipe. Merge in 3 and drain continuously to the lower floor. The top of the drainage system will be open to the atmosphere, and the bottom will be guided to a drainage office as appropriate.
【0019】上記の集合管3を用いた排水の流下方法に
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の膨大部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る。また、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。According to the drainage flow method using the above-mentioned collecting pipe 3, the drainage water flowing down from the upper drainage pipe 1 flows down to the drift deceleration chamber 7 guided from the opening joint 4 to the partition plate 6. By doing so, in combination with the curved shape of the partition plate 6, the partitioning plate 3 is biased toward one side of the expanded portion 3 a of the collecting tube 3 and flows down. That is, the vertical drainage from the standing pipe 1 does not flow into the collecting pipe 3 over the entire area of the large-diameter portion, but the drainage speed is reduced by the bending drift due to the partition plate 6 to increase the air pressure in the pipe. To prevent and reinstate the horizontal branch pipe 9
The interference due to the direct collision with the inflow water is eliminated, and the rise in the air pressure in the pipe is eliminated. In addition, it is possible to prevent the backflow to the side branch pipe 9 side, and a smooth and quiet merge in the collecting room 8 with the side drainage flowing from the side branch pipe 9 through the branch pipe joints 10 to 10a is expected. You can.
【0020】従って次の集合室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3
b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。Therefore, in the next collecting chamber 8, the standing pipe 1
And the effluent from the horizontal branch pipe 9 are merged in a bundle, and the turbulence due to mutual interference is small, so that the fluctuation of the air pressure in the pipe is reduced, and the drainage noise is smooth and small. The merging effect is obtained, and the merged wastewater flows down into the lowest swirl chamber 11. The swirling chamber 11 has a cross-sectional shape narrowed down by a gentle slope 3b, and the slope 3
In b, a plurality of blades 12 inclined with respect to the pipe axis direction are protruded in a circumferentially equally-spaced manner. 12, it is swiveled down around the pipe axis, flows down smoothly and smoothly without the occurrence of a faucet phenomenon, and the lower drainage pipe through the opening joint 5. It is guided and discharged to the two sides accurately.
【0021】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。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。The swirling 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 stabilized state without fluctuating air pressure in the pipe. A reduction in noise will be obtained. In addition, since the blade plate 12 is provided so as to protrude from the sloped peripheral surface 3b, the swash plate 11 is provided with an appropriate inclination angle in the vertical direction, so that the drainage flow in the swirl chamber 11 does not stagnate or stagnate. Drainage discharge can be reliably obtained.
【0022】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。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、上記方
法によれば、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る。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。The gentle gradient of the gradient peripheral surface 3b works effectively for preventing the above-mentioned faucet phenomenon and stabilizing the air pressure. As described above, the fluctuation of the air pressure in the pipe is reduced, the fluctuation is stabilized, and the drainage flow with reduced noise can be smoothly performed. That is, according to the above method, the upper deceleration chamber 7 defined on one side of the pipe circumference of the collecting pipe 3 via the partition plate 6, and subsequently, the collecting chamber 8 where the vertical water flow is focused, the deflected deceleration chamber 7 The branch pipe joints 10 to 10a and 10b provided on the opposite circumferential side of the above, the gradient peripheral surface 3b of the lowest swirl chamber 11, and the blade plate 12 inclined with respect to the pipe axis protruding from the gradient peripheral surface 3b By the upper standing tube 1
By reducing the drainage speed of the inflowing drainage and preventing mutual interference between vertical drainage and horizontal drainage due to one side end of the water flow, the increase in the air pressure in the pipe is prevented and its change is made smaller, and the reverse flow of the jump water is also performed. In addition to preventing the above-mentioned problems, and achieving a smooth mutual confluence in the collecting chamber 8, it is possible to ensure swirling and descending without stagnation in the swirling chamber 11, stabilization of air pressure due to continuous generation of air cores, quick discharge of water and reduction of noise. To get
It is possible with certainty. As a result, the problems that occur in the drainage pipes for performing continuous centralized drainage of each floor in multiple floors, particularly in a single-pipe type drainage pipe system, the large fluctuation in air pressure in the pipes and the large drainage noise are remarkably reduced.
【0023】このさい図11図示のように、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’を介
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に流下して行く。In this case, as shown in FIG. 11, the collecting pipe 3 is formed into a single cylindrical large-diameter portion having a large diameter extending vertically, and a blade plate 12 is protruded from the large-diameter portion. The cylindrical swirl chamber 11 provided with the blade plate 12 is directly connected to the opening joint 5 via the tapered portion 3b '. For this reason, there is a possibility that the drainage provided with the swirling property may stagnate while maintaining the swirling state at the tapered portion 3b ', and the stagnation may occur. Since the blades 12 are provided on the peripheral surface 3b, the drainage provided with swirling properties flows down to the drainage drainpipe 2 below without stagnation.
【0024】また図12に示したものは、11階建ての
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33
0リットル/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かって右側は空
気変動の+P値、向かって左側は−P値(共にmmAg
値)であり、許容限±25mmAg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って
顕著に優れていることが判明したものである。FIG. 12 shows an example of a drainage test result using a collecting pipe 3 of the present invention in an 11-story middle-rise building and a one-pipe drainage pipe using a conventional collecting pipe. It is shown in the figure, and the drainage flow rate 33
In the case of continuous drainage at 0 liter / min, the fluctuation state of the air pressure in the pipe from 1F to 8F is shown.
Is a variation curve using the collecting pipe 3 of the present invention, Z,
Z 'indicates a variation curve of a conventional one using a collecting pipe. In the figure, the right side of the center line indicating each floor at the center is the + P value of the air fluctuation, and the left side is the -P value (both in mmAg).
Value) and the allowable limit ± 25 mmAg, it was found that the present invention is superior to the conventional one, and particularly remarkably superior toward the lower floors.
【0025】[0025]
【発明の効果】本発明によれば、勾配周面において排水
に旋回力を付与するので、排水流の淀みが勾配周面にお
いて生じることはなく、管軸に沿った上下貫通状の空気
コアが閉塞されることはなく、管内空気圧力の変動を確
実に抑制できる。そして、上部の排水立管から流下する
排水と、横枝管からの排水の両方の流れが共に膨大部に
流入し、勾配周面において旋回力を付与されるので、横
枝管からの排水流量が多い場合においても、旋回状態を
維持して下部排水立管へと流下していくので、これによ
って管内空気圧力の変動を確実に抑制できる。According to the present invention, since the swirling force is applied to the drainage on the peripheral surface of the slope, the stagnation of the drainage flow does not occur on the peripheral surface of the slope, and the air core vertically penetrating along the pipe axis is formed. It is not blocked, and fluctuations in the air pressure in the pipe can be reliably suppressed. Then, both of the drainage water flowing down from the upper drainage stack and the drainage flow from the horizontal branch pipe flow into the enormous part, and the swirling force is applied on the gradient peripheral surface. Even when there is a large amount of water, the swirling state is maintained and the water flows down to the lower drainage risepipe, whereby fluctuations in the in-pipe air pressure can be reliably suppressed.
【図1】本発明方法に使用する集合管実施例の縦断正面
図である。FIG. 1 is a vertical sectional front view of an embodiment of a collecting pipe used in a method of the present invention.
【図2】同分割型式実施例の正面図である。FIG. 2 is a front view of the same split type embodiment.
【図3】同縦断正面図である。FIG. 3 is a vertical sectional front view of the same.
【図4】図3のIV−IV線矢視図である。FIG. 4 is a view taken along the line IV-IV in FIG.
【図5】図3のV−V線矢視図である。FIG. 5 is a view taken along line VV of FIG. 3;
【図6】図3のVI−VI線矢視図である。6 is a view taken along line VI-VI in FIG.
【図7】図3のVII−VII線矢視図である。7 is a view taken along the line VII-VII of FIG.
【図8】図3のVIII−VIII線の各部分断面図で
ある。8 is a partial sectional view taken along line VIII-VIII of FIG. 3;
【図9】同下部集合管のフランジを示す平面図である。FIG. 9 is a plan view showing a flange of the lower collecting pipe.
【図10】同上下接結部の側断面図である。FIG. 10 is a side sectional view of the same vertical connecting portion.
【図11】従来集合管例の側断面図である。FIG. 11 is a side sectional view of an example of a conventional collecting pipe.
【図12】本発明方法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。FIG. 12 is a graph showing experimental results of fluctuations in air pressure in a pipe between the method of the present invention and a conventional example.
1 排水立管 2 排水立管 3 集合管 3a 円筒部 3b 勾配周面 4 開口接合部 5 開口接合部 9 横枝管 10 枝管接合部 12 羽根板 1 Drainage vertical pipe 2 Drainage vertical pipe 3 Collecting pipe 3a Cylindrical part 3b Gradient peripheral surface 4 Opening joint part 5 Opening joint part 9 Side branch pipe 10 Branch pipe joint part 12 Blade plate
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成8年8月9日[Submission date] August 9, 1996
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0022[Correction target item name] 0022
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0022】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。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、上記方
法によれば、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、水流の一側片寄によ
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る。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。The gentle gradient of the gradient peripheral surface 3b works effectively for preventing the above-mentioned faucet phenomenon and stabilizing the air pressure. As described above, the fluctuation of the air pressure in the pipe is reduced, the fluctuation is stabilized, and the drainage flow with reduced noise can be smoothly performed. That is, according to the above method, the upper deceleration chamber 7 defined on one side of the pipe circumference of the collecting pipe 3 via the partition plate 6, and subsequently, the collecting chamber 8 where the vertical water flow is focused, the deflected deceleration chamber 7 The branch pipe joints 10 to 10a and 10b provided on the opposite circumferential side of the above, the gradient peripheral surface 3b of the lowest swirl chamber 11, and the blade plate 12 inclined with respect to the pipe axis protruding from the gradient peripheral surface 3b By the upper standing tube 1
Deceleration of the rate of drainage more inflow waste water, by preventing the interference of the vertical drainage and horizontal drainage according to one side piece preferred water flow more to reduce the change by preventing an increase in the pipe air pressure, together backflow of hydraulic jump In addition to ensuring smooth mutual confluence in the collecting chamber 8, the swiveling and descent without swirling in the swirling chamber 11, stabilization of air pressure by continuous generation of air cores, rapid drainage and noise reduction are ensured. To get
It is possible with certainty. As a result, the problems that occur in the drainage pipes for performing continuous centralized drainage of each floor in multiple floors, particularly in a single-pipe type drainage pipe system, the large fluctuation in air pressure in the pipes and the large drainage noise are remarkably reduced.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 赤崎 弘典 大阪府大阪市大正区南恩加島7丁目1番22 号 久保田鉄工株式会社恩加島工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hironori Akasaki 7-1-22 Minamionkajima, Taisho-ku, Osaka City, Osaka Prefecture Kubota Iron Works Co., Ltd.
Claims (2)
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
りも大径の膨大部(3a)とされ、該膨大部(3a)の
下端は、上広下狭状の勾配周面(3b)とされている排
水用集合管内における排水の流下方法において、 便器または雑排水源と接続された横枝管(9)からの排
水を前記膨大部(3a)内に流入させ、この流入した排
水と、前記上部の排水立管(1)から膨大部(3a)内
に流下してくる排水とに対して、前記勾配周面(3b)
において旋回を付与し、下部の接合用開口接合部(4)
から排水立管(2)内面にそった旋回流として流下させ
ることを特徴とする排水用集合管内における排水の流下
方法。1. The upper and lower ends are opening joints (4) (5) for joining drainage vertical pipes (1) (2), and the upper and lower portions of both opening joints (4) (5) are the above-mentioned For drainage, which is an enlarged portion (3a) having a diameter larger than that of the drainage pipes (1) and (2), and the lower end of the enlarged portion (3a) is an inclined wide peripheral surface (3b). In the method of flowing drainage in a collecting pipe, drainage from a lateral branch pipe (9) connected to a toilet or a source of miscellaneous drainage is caused to flow into the enlarged portion (3a), and the inflowed drainage and the drainage standing of the upper part. With respect to the drainage flowing down from the pipe (1) into the enlarged portion (3a), the inclined peripheral surface (3b)
A turning is provided at the lower joint opening joint (4).
From the drainage pipe (2) as a swirling flow along the inner surface of the drainage pipe.
与する手段が、該勾配周面(3b)に設けられた羽根体
(12)であることを特徴とする特許請求の範囲第1項
記載の排水用集合管内における排水の流下方法。2. The blade body (12) provided on the sloped peripheral surface (3b) is a means for imparting a turn on the sloped peripheral surface (3b). The method of flowing wastewater in the drainage collecting pipe described.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8191245A JP2813335B2 (en) | 1996-07-19 | 1996-07-19 | Drainage method of drainage in drainage collecting pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8191245A JP2813335B2 (en) | 1996-07-19 | 1996-07-19 | Drainage method of drainage in drainage collecting pipe |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62119939A Division JPS62288795A (en) | 1987-05-15 | 1987-05-15 | Collecting pipe for drainage |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09158276A true JPH09158276A (en) | 1997-06-17 |
JP2813335B2 JP2813335B2 (en) | 1998-10-22 |
Family
ID=16271324
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8191245A Expired - Lifetime JP2813335B2 (en) | 1996-07-19 | 1996-07-19 | Drainage method of drainage in drainage collecting pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2813335B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100796230B1 (en) * | 2006-09-05 | 2008-01-21 | 주식회사 프럼파스트 | A control and induce equipment of air volume |
JP2008063756A (en) * | 2006-09-05 | 2008-03-21 | Kubota Corp | Drainage collecting pipe |
KR101272643B1 (en) * | 2012-04-02 | 2013-06-10 | 주식회사 에브윈 | Positive air pressure attenuation device for drainage systems |
JP5635711B1 (en) * | 2014-02-08 | 2014-12-03 | 北開技研工業株式会社 | Roof drain |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5249550U (en) * | 1975-10-07 | 1977-04-08 | ||
JPS57896A (en) * | 1980-05-31 | 1982-01-05 | Matsushita Electric Works Ltd | Dimming circuit |
-
1996
- 1996-07-19 JP JP8191245A patent/JP2813335B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5249550U (en) * | 1975-10-07 | 1977-04-08 | ||
JPS57896A (en) * | 1980-05-31 | 1982-01-05 | Matsushita Electric Works Ltd | Dimming circuit |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100796230B1 (en) * | 2006-09-05 | 2008-01-21 | 주식회사 프럼파스트 | A control and induce equipment of air volume |
JP2008063756A (en) * | 2006-09-05 | 2008-03-21 | Kubota Corp | Drainage collecting pipe |
KR101272643B1 (en) * | 2012-04-02 | 2013-06-10 | 주식회사 에브윈 | Positive air pressure attenuation device for drainage systems |
JP5635711B1 (en) * | 2014-02-08 | 2014-12-03 | 北開技研工業株式会社 | Roof drain |
Also Published As
Publication number | Publication date |
---|---|
JP2813335B2 (en) | 1998-10-22 |
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