JPH11158957A - Vertical drain pipe - Google Patents
Vertical drain pipeInfo
- Publication number
- JPH11158957A JPH11158957A JP9325002A JP32500297A JPH11158957A JP H11158957 A JPH11158957 A JP H11158957A JP 9325002 A JP9325002 A JP 9325002A JP 32500297 A JP32500297 A JP 32500297A JP H11158957 A JPH11158957 A JP H11158957A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- projection
- drainage
- spiral
- drain
- 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.)
- Pending
Links
Landscapes
- Sink And Installation For Waste Water (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、中、高層住宅等の
建築物の生活排水設備の一部を構成する排水立管に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainpipe which constitutes a part of a household drainage facility for buildings such as middle and high rise houses.
【0002】[0002]
【従来の技術】一般に、中、高層集合住宅等において
は、汚水と雑排水を同一の排水管に流す一管式排水配管
が行われている。この配管は、図4に例示しているよう
に、各階層の便器等の排水機器12に接続される横枝管
13と、各横枝管13が接続される集合管14と、各階
層の集合管14を連結して一直線状とする排水立管15
と、最下層の集合管14下端に脚部曲がり管16等を介
して接続される排水横主管17とにより一管式に構成さ
れており、会所18を経て排出される。2. Description of the Related Art Generally, in a middle-rise or high-rise apartment house, a one-pipe type drain pipe for flowing sewage and gray water into the same drain pipe is used. As illustrated in FIG. 4, this piping includes a horizontal branch pipe 13 connected to a drainage device 12 such as a toilet bowl of each level, a collecting pipe 14 connected to each horizontal branch pipe 13, and a pipe of each level. Drainage riser 15 that connects collecting pipe 14 to make it straight
And a drain horizontal main pipe 17 connected to the lower end of the lowermost collecting pipe 14 through a bent leg pipe 16 and the like, and is formed into a single pipe type.
【0003】この一管式排水配管では、排水が排水立管
15内を流下するとき、上階から下階に降下するに従っ
て管内空気圧力の変動が大きく、又排水騒音が発生する
ので、大径管状の集合管14内周面に、螺旋状の羽根を
突出状に形成し、排水に旋回力を与えて管内壁に沿って
流れるようにし、排水立管15中央に空気コアを発生さ
せ、これによって管内の圧力変動を抑えるようにしてい
る。[0003] In this one-pipe type drain pipe, when drainage flows down the drainpipe 15, the air pressure in the pipe fluctuates greatly as it descends from the upper floor to the lower floor, and drainage noise is generated. Spiral blades are formed on the inner peripheral surface of the tubular collecting pipe 14 so as to protrude, apply a swirling force to the drainage to flow along the inner wall of the pipe, and generate an air core at the center of the drainage standing pipe 15. This suppresses pressure fluctuations in the pipe.
【0004】従来、排水立管15内においてさらに排水
の旋回流を積極的に行うために、立管内面周面にその全
長にわたって螺旋状の突起を設けたものがある。この突
起は、断面形状及びねじピッチ、条数が同一とされてい
る。したがって、集合管14内で旋回力が与えられた排
水は、排水立管15内でさらに旋回力が付与され、その
ままの旋回力(速度)をもって下階層の集合管14及び
排水立管15でさらに旋回力が高められて排水横主管1
7へと流下する。Conventionally, in order to further positively generate a swirling flow of the drainage in the drainage vertical pipe 15, there is a type in which a spiral projection is provided on the inner peripheral surface of the vertical pipe over the entire length thereof. The projections have the same sectional shape, the same screw pitch, and the same number of threads. Therefore, the drainage to which the turning force is given in the collecting pipe 14 is further given the turning force in the drainage riser 15, and is further kept in the lower hierarchy collecting pipe 14 and the drainage riser 15 with the same turning force (speed). Swivel force is increased and horizontal drain pipe 1
Flow down to 7.
【0005】このように、旋回力を高めることにより、
洗剤が混入していない排水の排出能力をたかめることが
できる。As described above, by increasing the turning force,
It is possible to enhance the drainage capacity of the wastewater in which the detergent is not mixed.
【0006】[0006]
【発明が解決しようとする課題】ところで、上記従来技
術では、排水中に洗剤が混入していると、排水の旋回力
が大きくなる程、洗剤泡が多く発生し、排水立管15に
連なる横主管17内で、洗剤等による泡が管内を閉塞す
る、いわゆる泡栓現象が発生する。その後、排水立管内
を排水と共に流される空気が、前記泡栓部分で滞留し、
その上流管内が異常昇圧する。In the prior art described above, if detergent is mixed in the drainage, the greater the swirling force of the drainage, the more detergent bubbles will be generated, and the lateral water connected to the drainage stand 15 will be generated. In the main pipe 17, a so-called bubble plug phenomenon occurs in which bubbles due to a detergent or the like close the inside of the pipe. After that, the air that flows along with the drainage in the drainage stack stays at the foam plug portion,
Abnormal pressure rise in the upstream pipe.
【0007】このように泡栓現象の発生で異常昇圧が起
こると、排水立管15はもとより集合管14を介して横
枝管13内も昇圧し、横枝管13に接続した排水機器1
2のトラップ部等で、トラップ破封による封水の噴出、
悪臭の発生等を招来する恐れがある。本発明は、上述の
ような実状に鑑みてなされたもので、その目的とすると
ころは、洗剤の混入した排水による泡栓現象の発生及び
トラップ破封を防止し、洗剤排水の排出能力の向上を図
りうる立管を提供するにある。[0007] When an abnormal pressure rise occurs due to the occurrence of the foam plug phenomenon as described above, the pressure in the horizontal branch pipe 13 is increased not only through the drainage pipe 15 but also through the collecting pipe 14, and the drainage equipment 1 connected to the horizontal branch pipe 13.
In the trap section of 2, etc., squirting of water due to trap opening,
There is a risk of generating offensive odor. SUMMARY OF THE INVENTION The present invention has been made in view of the above situation, and has as its object to prevent the occurrence of a foam plug phenomenon due to wastewater mixed with a detergent and to prevent the trap from being opened, thereby improving the drainage capacity of the detergent wastewater. It is to provide a standing pipe which can be achieved.
【0008】[0008]
【発明が解決するための手段】本発明では、上記目的を
達成するために、次の技術的手段を講じた。即ち、本発
明は、管内面に螺線状の突起が設けられ排水等に旋回力
を生起させるようにした立管において、前記突起が、下
流側に向かって排水旋回力が連続的又は断続的に小さく
なるように構成されている。したがって、立管内を突起
に沿って旋回しながら流れる排水は、その旋回力が小さ
くなるにつれて管内面に沿ってほぼ真っ直ぐに流下し、
洗剤が混入する排水でも、泡の発生が少なくなり、泡栓
現象の発生を防止でき、排水排出能力を向上させ、トラ
ップ破封を防ぐことができる。According to the present invention, the following technical measures have been taken in order to achieve the above object. That is, the present invention relates to a standing pipe in which a spiral projection is provided on the inner surface of the pipe so as to generate a swirling force in drainage or the like, wherein the projection has a continuous or intermittent draining swirl force toward the downstream side. It is configured to be smaller. Therefore, the drainage flowing while turning along the protrusion in the standing pipe flows down almost straight along the pipe inner surface as the turning force decreases,
Even in the wastewater mixed with the detergent, the generation of bubbles is reduced, the occurrence of the foam plug phenomenon can be prevented, the drainage discharge ability can be improved, and the trap can be prevented from being opened.
【0009】本発明は、具体的には、前記突起の螺旋ピ
ッチが上流側から下流側に向かって大きくされている。
この構成によれば、排水立管の上部では、排水の旋回力
は大きいが、流下するに従って突起のピッチが大きくな
って旋回力が徐々に小さくなり、洗剤排水の泡発生が抑
制される。したがって、泡栓現象を防止できる。また、
本発明は、前記突起の管内面からの突出高さが、上流側
から下流側に向かって小さくされたものとすることがで
きる。この場合、突起の突出高さが小さくなるにつれ
て、突起に沿わないで越流する排水の量が徐々に増え、
排水の旋回力がだんだん小さくなり、立管下部では管内
壁面に沿ってほぼ真っ直ぐに流下する。In the present invention, specifically, the helical pitch of the projection is increased from the upstream side to the downstream side.
According to this configuration, the turning force of the drainage is large at the upper part of the drainage riser, but the pitch of the projections increases as the water flows down, and the turning force gradually decreases, thereby suppressing the generation of bubbles in the detergent drainage. Therefore, the bubble plug phenomenon can be prevented. Also,
In the present invention, the height of the protrusion from the inner surface of the tube may be reduced from the upstream side to the downstream side. In this case, as the protrusion height of the protrusion decreases, the amount of drainage that overflows without following the protrusion gradually increases,
The swirling force of the drainage gradually decreases, and flows down almost straight along the inner wall of the pipe at the lower part of the standing pipe.
【0010】なお、前記突起の螺旋ピッチを順次大きく
かつ突起の突出高さを順次小さくすることにより、排水
の旋回力を効果的に順次小さくできる。さらに、本発明
は、前記立管を管軸方向に複数分割したものを接続して
構成したものとすることができる。この場合、突起のピ
ッチ及び/又は突出高さの異なる複数の分割立管を製作
し、これを適宜接続することにより排水主管を構成でき
るから、製作が容易となる。By sequentially increasing the helical pitch of the projections and decreasing the projection height of the projections, the turning force of the drainage can be effectively reduced sequentially. Further, the present invention can be configured by connecting the standing pipe divided into a plurality of pieces in the pipe axis direction. In this case, a plurality of divided standing pipes having different pitches and / or projecting heights of the projections are manufactured, and the drainage main pipes can be configured by appropriately connecting the divided standing pipes.
【0011】[0011]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき説明する。図1、図2は、本発明の第一実施形
態を示している。排水立管1は、合成樹脂又は金属製
で、上階集合管2と下階集合管2の間に接続される。そ
して、該立管1の内面3には、断面三角形の螺旋状突起
4が、管全長にわたって設けられ、しかも、該突起4の
螺旋ピッチP1 ,P2 ……Pn が上流側から下流側に向
かって断続的に大きくされている。Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show a first embodiment of the present invention. The drainage riser 1 is made of synthetic resin or metal, and is connected between the upper floor collecting pipe 2 and the lower floor collecting pipe 2. Then, the inner surface 3 of the standing pipe 1, the helical projections 4 of the triangular cross section is provided across the tubes overall length, yet, downstream helical pitch P 1 of the protrusion 4, P 2 ...... P n from upstream Being intermittently larger towards.
【0012】なお、この螺旋ピッチP1 ,P2 ……Pn
の変化は、1ピッチ間での突起4の螺旋角θ(ねじれ
角)を一定とする、いわゆる断続的変化(図1の場合)
と、1ピッチ間での突起4の螺旋角θを順次小さくする
連続変化とすることができる。この第一実施形態によれ
ば、図2に例示しているように、各階層の排水立管1内
を突起4に沿って旋回しながら流下する排水の旋回力
(図2の矢印の大きさは排水の旋回力の大きさを示
す。)は、上流側から下流側に向かって徐々に小さくな
る。即ち、排水は、その旋回流が徐々に管軸線とほぼ平
行になるように弱められて、その下階層の集合管2内
に、管壁に沿ってほぼ真っ直ぐに流れ込み、この集合間
2内で旋回力が与えられた排水は、排水立管1内を旋回
しながら、徐々にその旋回力が低下せられてさらに下階
層の集合管2に流れ込む。The spiral pitches P 1 , P 2 ... P n
Is a so-called intermittent change in which the helix angle θ (helix angle) of the protrusion 4 during one pitch is constant (in the case of FIG. 1).
And a continuous change in which the helical angle θ of the projection 4 between one pitch is gradually reduced. According to the first embodiment, as illustrated in FIG. 2, the swirling force of the drainage flowing down while turning inside the drainage stack 1 of each level along the protrusion 4 (the size of the arrow in FIG. 2). Indicates the magnitude of the swirling force of the drainage.) Gradually decreases from the upstream side to the downstream side. That is, the drainage water is weakened so that the swirling flow gradually becomes substantially parallel to the pipe axis, flows into the lower-layer collecting pipe 2 almost straight along the pipe wall, and in the inter-collection 2 While the swirling force is applied to the drainage, the swirling force is gradually reduced while swirling in the drainage riser 1 and flows into the lower-layer collecting pipe 2.
【0013】したがって、排水に洗剤が混入していて
も、その泡立ちが小さくなって横主管5内で泡が充満す
ることはなく、泡栓現象が発生しないので、排水立管1
内の異常昇圧を防止することができる。図3は、本発明
の第二の実施形態を示している。この実施形態における
排水立管11は、第一実施形態と同様にその内面3に断
面三角形の螺旋状突起4が、管全長にわたって設けられ
ているが、該突起4の螺旋ピッチPは一定で、突起4の
管内面3からの突出高さh1 ,h2 ……hn が、連続的
に小さくされている。この突起4の突出高さhは、断続
的に小さくする。例えば、突起4の螺旋1ピッチP毎に
変えることができる。Therefore, even if the detergent is mixed in the waste water, the foaming is reduced and the foam is not filled in the horizontal main pipe 5 and the foam plug phenomenon does not occur.
Abnormal pressure rise in the inside can be prevented. FIG. 3 shows a second embodiment of the present invention. The drainage riser 11 in this embodiment is provided with a spiral projection 4 having a triangular cross section on the inner surface 3 over the entire length of the pipe, as in the first embodiment, but the spiral pitch P of the projection 4 is constant. The projection heights h 1 , h 2, ..., H n of the projections 4 from the tube inner surface 3 are continuously reduced. The height h of the projection 4 is reduced intermittently. For example, it can be changed for each pitch P of the spiral of the projection 4.
【0014】第二実施形態によれば、排水立管11内を
突起4に沿って旋回しながら流下する排水は、突起4突
出高さが上流側から順次小さくなるにつれて、突起4に
沿わずにこれを越えて流下する分が徐々に増加し旋回力
が低下して(図2参照)、排水立管11下部ではほぼ真
っ直ぐになって下階層の集合管2内に流れ込む。したが
って、洗剤の混入した排水であっても、泡立ちが少な
く、横主管5内における泡栓現象が生起しない。According to the second embodiment, the drainage flowing down while rotating inside the drainage vertical pipe 11 along the projection 4 does not follow the projection 4 as the projection height of the projection 4 gradually decreases from the upstream side. After that, the amount of water flowing down gradually increases and the turning force decreases (see FIG. 2), and becomes substantially straight at the lower part of the drainage riser 11, and flows into the lower-layer collecting pipe 2. Therefore, even in the case of wastewater mixed with a detergent, foaming is small, and a foam plug phenomenon in the horizontal main pipe 5 does not occur.
【0015】上記第一、第二実施形態において、排水立
管1、11は、管軸方向に複数分割して製作し、これら
分割立管を接続して完成させることができる。また、突
起4の条数は、複数条とすることができる。さらに、第
一実施形態における突起4の突出高さを、下流に向かっ
て連続的に小さくすることができる。In the first and second embodiments, the drainage risers 1 and 11 can be manufactured by dividing into a plurality of pipes in the pipe axis direction, and these divided risers can be connected and completed. Further, the number of protrusions 4 can be plural. Furthermore, the projection height of the projection 4 in the first embodiment can be continuously reduced toward the downstream.
【0016】[0016]
【発明の効果】本発明は、上述のように管内面に螺旋状
に設けた突起が、下流側に向かって、排水の旋回力が連
続的又は断続的に小さくなるように構成されているの
で、洗剤の混入した排水の泡立ちを少なくかつ泡栓現象
の発生及びトラップ破封を防止でき、洗剤排水の排出能
力の向上に図ることができる。As described above, according to the present invention, the spirally provided projections on the inner surface of the pipe are configured such that the swirling force of the drainage decreases continuously or intermittently toward the downstream side. Further, it is possible to reduce foaming of the wastewater mixed with the detergent, to prevent the occurrence of the foam plug phenomenon and to prevent the trap from being opened, and to improve the drainage capacity of the detergent wastewater.
【図1】本発明の第一の実施形態を示す中央縦断面図で
ある。FIG. 1 is a central longitudinal sectional view showing a first embodiment of the present invention.
【図2】本発明の作用説明図である。FIG. 2 is a diagram illustrating the operation of the present invention.
【図3】本発明の第二の実施形態を示す中央縦断面図で
ある。FIG. 3 is a central longitudinal sectional view showing a second embodiment of the present invention.
【図4】集合住宅における一管式排水配管の一例を示す
全体正面図である。FIG. 4 is an overall front view showing an example of a one-pipe drainage pipe in an apartment house.
1 排水立管 3 管内面 4 突起 11排水立管 P 突起の螺旋ピッチ h 突起の管内面からの突出高さ DESCRIPTION OF SYMBOLS 1 Drainage riser 3 Pipe inner surface 4 Projection 11 Drainage riser P Spiral pitch of projection h Projection height of projection from tube inner surface
Claims (4)
に旋回力を生起させるようにした立管において、前記突
起が、下流側に向かって排水旋回力が連続的又は断続的
に小さくなるように構成されていることを特徴とする排
水立管。1. A standing pipe in which a spiral projection is provided on an inner surface of a pipe so as to generate a swirling force in drainage or the like, wherein the projection continuously or intermittently causes a drainage swirling force toward a downstream side. A drainage stack that is configured to be small.
側に向かって大きくされていることを特徴とする請求項
1に記載の排水立管。2. The drainpipe according to claim 1, wherein a spiral pitch of the projection is increased from an upstream side to a downstream side.
流側から下流側に向かって小さくされていることを特徴
とする請求項1又は2に記載の排水立管。3. The drainage vertical pipe according to claim 1, wherein a height of the projection from the inner surface of the pipe decreases from an upstream side to a downstream side.
接続して構成されていることを特徴とする請求項1、2
又は3に記載の排水立管。4. The standing pipe is constructed by connecting a plurality of pipes divided in a pipe axis direction.
Or the drainage stack according to 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9325002A JPH11158957A (en) | 1997-11-26 | 1997-11-26 | Vertical drain pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9325002A JPH11158957A (en) | 1997-11-26 | 1997-11-26 | Vertical drain pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11158957A true JPH11158957A (en) | 1999-06-15 |
Family
ID=18172045
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9325002A Pending JPH11158957A (en) | 1997-11-26 | 1997-11-26 | Vertical drain pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11158957A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005111326A1 (en) * | 2004-05-15 | 2005-11-24 | Kurt Mandau | Trap |
US7131150B1 (en) * | 2005-09-14 | 2006-11-07 | Brian David Havens | Device to assist P-trap drainage |
CN103469868A (en) * | 2013-10-08 | 2013-12-25 | 北京康之维科技有限公司 | Method for quick replacement and flushing of directional diameter-variable trap and trap |
WO2022064378A1 (en) * | 2020-09-22 | 2022-03-31 | Pawel Wosiak | Self-cleaning drain pipe |
-
1997
- 1997-11-26 JP JP9325002A patent/JPH11158957A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005111326A1 (en) * | 2004-05-15 | 2005-11-24 | Kurt Mandau | Trap |
US7131150B1 (en) * | 2005-09-14 | 2006-11-07 | Brian David Havens | Device to assist P-trap drainage |
CN103469868A (en) * | 2013-10-08 | 2013-12-25 | 北京康之维科技有限公司 | Method for quick replacement and flushing of directional diameter-variable trap and trap |
CN103469868B (en) * | 2013-10-08 | 2014-12-10 | 北京康之维科技有限公司 | Method for quick replacement and flushing of directional diameter-variable trap and trap |
WO2022064378A1 (en) * | 2020-09-22 | 2022-03-31 | Pawel Wosiak | Self-cleaning drain pipe |
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