JPH09195341A - Drain pipe - Google Patents

Drain pipe

Info

Publication number
JPH09195341A
JPH09195341A JP481796A JP481796A JPH09195341A JP H09195341 A JPH09195341 A JP H09195341A JP 481796 A JP481796 A JP 481796A JP 481796 A JP481796 A JP 481796A JP H09195341 A JPH09195341 A JP H09195341A
Authority
JP
Japan
Prior art keywords
pipe
drainage
vertical
floor
drain 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.)
Pending
Application number
JP481796A
Other languages
Japanese (ja)
Inventor
Ryohei Suga
良平 須賀
Naoki Ono
直樹 小野
Noriyuki Toyama
敬之 外山
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 JP481796A priority Critical patent/JPH09195341A/en
Publication of JPH09195341A publication Critical patent/JPH09195341A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enhance a flowing down ability of drainage and prevent flowing out to the drain pipe at each floor by forming a vertical drain pipe between aggregation couplings at each floor with a ribbed pipe having a plurality of spiral ribs in its inner peripheral surface and a pipe with a smooth inner surface. SOLUTION: A drain pipe 22a at each floor is connected to a vertical pipe passage 12 via an aggregation coupling 20. The vertical pipe passage 12 is formed of a vertical drain pipe 18b composed of a smooth inner surface pipe 26 connected by a socket pipe 28 to an inner surface ribbed polyvinyl chloride pipe 24 with a plurality of spiral ribs 24b formed in its inner peripheral surface. Drainage from the drain pipe 22a at each floor flows in the inner surface ribbed pipe 24 passing through the aggregation pipe 20 and is turned to be a circulation flow by the spiral ribs 24b to flow down swiftly, and a flowing down ability thereof is improved by an air core generated in its center. When it enters in the pipe 26 from the inner surface ribbed pipe 24, circulation is attenuated to be a water flow in substantially parallel to the pipe shaft so that drainage does not flow out to the drain pipe 22a at each floor and flows down in the aggregation coupling 20. Moreover, drainage is precluded from overflowing in the inside of each room caused by a cleaning material stayed in the drain pipe 22a.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は排水管路に関し、特に
たとえば中高層建築物の各階層を通過する排水管路に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage pipeline, and more particularly to a drainage pipeline that passes through, for example, each floor of a high-rise building.

【0002】[0002]

【従来の技術】この種の従来の排水管路の一例が、特開
平6−185099号に開示されている。図9に示す従
来の排水管路1は、中高層建築物の各階層を通過するよ
うに鉛直方向に配設される縦管路2と略水平に配置され
る横管路3とを含む。縦管路2の脚部には、脚部継手4
が配置され縦管路2と横管路3とが接続される。縦管路
2は、内面に螺旋リブ5(5a,5b,…)が形成され
る複数の内面リブ付管6(6a,6b,…)を各階層か
らの複数の汚水管7(7a,7b,…)が接続される集
合継手8(8a,8b,…)で連結して形成される。こ
こで脚部継手4に接続される縦管路2の内面リブ付管6
aの螺旋リブ5aは、内面リブ付管6aの上部では管軸
に対して所定の角度で螺旋状に形成される。そして、中
間部から螺旋のピッチが下端に向かって徐々に大きくな
り下端部で管軸に対して略平行に形成される。一方、各
階の集合継手8間を連結する内面リブ付管6(6b,6
c,…)の螺旋リブ5(5b,5c,…)は、内面リブ
付管6の上端から下端まで管軸に対して所定の角度で螺
旋状に形成される。
2. Description of the Related Art An example of this type of conventional drainage pipe is disclosed in Japanese Patent Laid-Open No. 6-185099. A conventional drainage pipeline 1 shown in FIG. 9 includes a vertical pipeline 2 arranged vertically so as to pass through each floor of a middle-high-rise building and a horizontal pipeline 3 arranged substantially horizontally. A leg joint 4 is provided on the leg of the vertical conduit 2.
Is arranged and the vertical pipe line 2 and the horizontal pipe line 3 are connected. The vertical conduit 2 includes a plurality of inner ribbed pipes 6 (6a, 6b, ...) With spiral ribs 5 (5a, 5b, ...) Formed on the inner face, and a plurality of wastewater pipes 7 (7a, 7b) from each layer. ,) Are connected and formed by the collective joints 8 (8a, 8b, ...). Here, the inner ribbed pipe 6 of the vertical pipe line 2 connected to the leg joint 4
The spiral rib 5a of a is spirally formed at a predetermined angle with respect to the tube axis at the upper portion of the inner ribbed tube 6a. Then, the pitch of the spiral gradually increases from the middle portion toward the lower end, and the spiral is formed substantially parallel to the pipe axis at the lower end. On the other hand, inner ribbed pipes 6 (6b, 6) that connect the collective joints 8 on each floor
The spiral ribs 5 (5b, 5c, ...) Of c, ... Are formed in a spiral shape at a predetermined angle with respect to the pipe axis from the upper end to the lower end of the inner ribbed pipe 6.

【0003】この従来の排水管路1によれば、各階層か
ら排出される汚水、排水等が汚水管7の集合継手8の部
分から縦管路2内に流入される。そして、この汚水等
は、縦管路2の内面リブ付管6の螺旋リブ5によって旋
回流となり、その流下能力を向上される。旋回流となっ
た汚水等は、脚部継手4の直上つまり縦管路2の管軸に
略平行に形成された螺旋リブ5aの部分によってその旋
回が減衰された後に、脚部継手4および横管路3を経て
図示しない下水本管や汚水本管に排出される。このよう
に縦管路2の脚部において汚水等の旋回が減衰されるの
で、洗剤等を含む排水が流下された場合に脚部継手4や
横管路3内で排水が暴れて泡が発生するのが防止され
る。したがって、泡が縦管路2内に堆積され逆流し、汚
水管7aの先に配設される図示しない衛生器具等から室
内に流出されるという問題等が解消される。
According to this conventional drainage pipe 1, sewage, drainage, etc., discharged from each floor, flows into the vertical pipe 2 from the portion of the collective joint 8 of the sewage pipe 7. Then, this sewage and the like becomes a swirling flow by the spiral ribs 5 of the inner ribbed pipe 6 of the vertical conduit 2, and the flow-down capability thereof is improved. The swirling flow of sewage and the like is attenuated by the spiral rib 5a formed directly above the leg joint 4, that is, substantially parallel to the pipe axis of the vertical pipe 2, and then the leg joint 4 and the lateral joint 4 are crossed. It is discharged to a sewer main or a wastewater main (not shown) via the pipe line 3. In this way, the swirling of sewage and the like is attenuated in the legs of the vertical pipe line 2, so that when drainage water containing detergent flows down, the drainage water is violent in the leg joint 4 and the horizontal pipe line 3 to generate bubbles. Is prevented. Therefore, the problem that the bubbles are accumulated in the vertical pipe line 2 and flow backward, and flow out into the room from a sanitary device or the like (not shown) disposed at the tip of the dirty water pipe 7a is solved.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、縦管路
2内を旋回して流下する排水が、各階層に設けられた汚
水管7と集合継手8との接続部分等においてどのような
挙動をするかについては全く検討されていない。そこ
で、斯かる部分における旋回する排水の挙動について本
発明者らが検討したところ、各階の集合継手8の部分の
排水の挙動について以下に示すことがわかった。すなわ
ち、縦管路2の上方から内面リブ付管6(6b,6c,
…)を通して旋回流となって流下された排水が、集合継
手8の部分から各階層の汚水管7内へ跳ね出したり、こ
の部分で旋回流が集合継手8の壁面に衝突し、泡の発生
原因となったり、その流れが乱されることがわかった。
また、これらのことが縦管路2内に空気圧変動を起こ
し、汚水管7の先に配設された図示しない衛生器具等の
トラップを破水する原因となることもわかった。
However, what kind of behavior the drainage that swirls and flows down in the vertical pipe 2 behaves at the connection portion between the wastewater pipe 7 and the collective joint 8 provided in each floor. It has not been examined at all. Then, when the present inventors examined the behavior of the swirling drainage in such a portion, it was found that the behavior of the drainage in the portion of the collective joint 8 on each floor was as follows. That is, from the upper side of the vertical pipe line 2, the pipe 6 with inner ribs (6b, 6c,
Drainage that has flowed down as a swirling flow through ...) bounces out of the collective joint 8 into the wastewater pipes 7 of each floor, and the swirling flow collides with the wall surface of the collective joint 8 at this part, generating bubbles. It turned out to be a cause and the flow was disturbed.
It was also found that these things cause air pressure fluctuations in the vertical pipe line 2 and cause water to break in a trap such as a sanitary device (not shown) arranged in front of the dirty water pipe 7.

【0005】それゆえに、この発明の主たる目的は、縦
管路を旋回して流下する排水が、各階層に設けられた汚
水管内へ流出するのを防止できる、排水管路を提供する
ことである。
Therefore, a main object of the present invention is to provide a drainage pipe capable of preventing drainage that swirls down a vertical pipe and flows down into a wastewater pipe provided in each floor. .

【0006】[0006]

【課題を解決するための手段】この発明は、建物の複数
階にわたって直立して設けられかつ内面において旋回流
を生じさせて排水する縦排水管と、各階の排水を縦排水
管に流し込む集合継手と、縦排水管の下端に脚部継手に
よって接合される横管とを含む排水管路において、集合
継手の直上において旋回流を減衰させるようにしたこと
を特徴とする、排水管路である。
The present invention is directed to a vertical drainage pipe which is provided upright over a plurality of floors of a building and which produces a swirling flow on the inner surface for drainage, and a collective joint for flowing the drainage of each floor into the vertical drainage pipe. And a horizontal pipe joined to the lower end of the vertical drain pipe by a leg joint, wherein the swirling flow is damped immediately above the collective joint.

【0007】[0007]

【作用】集合継手の直上において縦排水管の内面を旋回
流となって流下する各階からの排水の旋回が減衰され
る。そして、この排水が集合継手内を流下するときの流
下方向は、縦排水管の管軸と略平行となる。
The swirl of the drainage from each floor flowing down as a swirling flow on the inner surface of the vertical drainage pipe just above the collective joint is attenuated. When this drainage flows down in the collective joint, the flow-down direction is substantially parallel to the pipe axis of the vertical drainage pipe.

【0008】[0008]

【発明の効果】この発明によれば、集合継手の直上にお
ける排水の旋回が減衰され、排水が縦排水管の管軸に対
して略平行に集合継手内を流下するので、この排水が、
集合継手に接合される各階の排水管内に流出されるのを
防止できる。また、この排水が、集合継手の壁面に衝突
してその流れが乱されないので、各階の排水管の先に配
設された図示しない衛生器具等のトラップが破水するの
を防止できる。
According to the present invention, the swirling of drainage just above the collective joint is damped, and the drainage flows down in the collective joint substantially parallel to the pipe axis of the vertical drainage pipe.
It is possible to prevent the water from flowing out into the drain pipe on each floor that is joined to the collective joint. Further, since this drainage does not collide with the wall surface of the collective joint and the flow thereof is not disturbed, it is possible to prevent the trap of the sanitary equipment (not shown) disposed at the tip of the drainage pipe on each floor from breaking.

【0009】この発明の上述の目的,その他の目的,特
徴および利点は、図面を参照して行う以下の実施例の詳
細な説明から一層明らかとなろう。
The above objects, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

【0010】[0010]

【実施例】図1に示す排水管路10は、図2に示すよう
な中高層建築物の各階層を通過するように鉛直方向に配
設される縦管路12とその脚部に脚部継手14を介して
略水平に接続される横管路16とを含む。縦管路12
は、複数の縦排水管18(18a,18b,18c,
…)を各階に設けられた集合継手20(20a,20
b,20c,…)を用いて連結したものである。また、
集合継手20には各階から横管である排水管22(22
a,22b,22c,…)が接続される。ここで集合継
手20間に接続される縦排水管18(18b,18c,
…)は、内面リブ付管24と管26とをソケット管28
を用いて接続したものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A drainage pipe 10 shown in FIG. 1 is a vertical pipe 12 arranged vertically so as to pass through each floor of a middle- and high-rise building as shown in FIG. 2 and its leg joints. And a horizontal conduit 16 connected substantially horizontally via 14. Vertical pipe 12
Is a plurality of vertical drainage pipes 18 (18a, 18b, 18c,
...) is provided on each floor with a collective joint 20 (20a, 20a).
b, 20c, ...). Also,
The drainage pipe 22 (22
a, 22b, 22c, ...) Are connected. Here, the vertical drain pipes 18 (18b, 18c,
...) is formed by connecting the inner ribbed pipe 24 and the pipe 26 to the socket pipe 28.
It was connected using.

【0011】図3〜図5に示す内面リブ付管24は、所
定長さを有する円筒状の塩ビ管であって、その内周には
図4の径方向の断面図に示すような複数条(本実施例で
は12条)の螺旋リブ24aが形成される。螺旋リブ2
4aは、内面リブ付管24の内周でその管軸に対して所
定の角度で螺旋状に形成される。この内面リブ付管24
の上部には、各階に設けられた集合継手20の下部が接
続され、一方、内面リブ付管24の下部には、この管と
ほぼ同じ径を有する所定長さの管26が、ソケット管2
8を用いて接続される。ここで管26の内周には、内面
リブ付管24のような螺旋リブ24aは形成されず、平
滑に形成される。そして、管26の下部が、1つ下の階
の集合継手20の上部に接続される。
The inner ribbed pipe 24 shown in FIGS. 3 to 5 is a cylindrical PVC pipe having a predetermined length, and the inner periphery thereof has a plurality of lines as shown in the radial sectional view of FIG. (12 threads in this embodiment) spiral ribs 24a are formed. Spiral rib 2
4a is formed in a spiral shape on the inner circumference of the inner ribbed tube 24 at a predetermined angle with respect to the tube axis. This inner ribbed tube 24
The lower part of the collective joint 20 provided on each floor is connected to the upper part of the pipe, while the lower part of the inner ribbed pipe 24 is provided with a pipe 26 of a predetermined length having substantially the same diameter as this pipe.
8 is used for connection. Here, the spiral rib 24a unlike the inner ribbed tube 24 is not formed on the inner circumference of the tube 26, but is formed smoothly. Then, the lower portion of the pipe 26 is connected to the upper portion of the collective joint 20 on the next lower floor.

【0012】集合継手20は、T字型のチーズであっ
て、それぞれの孔に管を嵌入して連結するためのもので
ある(図1)。そして、集合継手20に貫通された孔2
1aの深さ方向が鉛直方向に対応され、集合継手20の
横方向には穴21bが配置される。ここで、集合継手2
0に貫通された孔21aの上部には、上述した通り縦排
水管18の管26の下部が嵌入される。一方、下部に
は、縦排水管18の内面リブ付管24の上部が嵌入され
る。また、集合継手20の横方向の穴21bには、各階
に設けられた排水管22が嵌入される。
The collective joint 20 is a T-shaped cheese, and is for fitting pipes into the respective holes to connect them (FIG. 1). And the hole 2 penetrated by the collective joint 20
The depth direction of 1a corresponds to the vertical direction, and the hole 21b is arranged in the lateral direction of the collective joint 20. Here, the collective joint 2
As described above, the lower portion of the pipe 26 of the vertical drainage pipe 18 is fitted into the upper portion of the hole 21a which is penetrated by 0. On the other hand, the upper portion of the inner ribbed pipe 24 of the vertical drainage pipe 18 is fitted into the lower portion. A drain pipe 22 provided on each floor is fitted into the lateral hole 21b of the collective joint 20.

【0013】縦管路12の脚部に配置される脚部継手1
4と集合継手20との間は、図6に示すような軸方向の
断面を有する所定長さの内面リブ付管30を用いて連結
される。この内面リブ付管30の内周には、上述した内
面リブ付管24と同様に、複数の螺旋リブ30aが形成
される。ただし、螺旋リブ30aは、内面リブ付管30
の上部では管軸に対して所定の角度で螺旋状になってい
るが、中間部から螺旋のピッチが下端に向かって徐々に
大きくなり、下端部で管軸に対して略平行に形成され
る。
A leg joint 1 arranged at the leg of the vertical conduit 12.
4 and the collective joint 20 are connected using an inner ribbed pipe 30 having a predetermined length and having an axial cross section as shown in FIG. A plurality of spiral ribs 30a are formed on the inner circumference of the inner ribbed pipe 30, similar to the inner ribbed pipe 24 described above. However, the spiral rib 30a is the inner rib tube 30
Has a spiral shape at a predetermined angle with respect to the pipe axis, but the pitch of the spiral gradually increases from the middle portion toward the lower end, and is formed substantially parallel to the pipe axis at the lower end. .

【0014】脚部継手14は、90°のエルボであっ
て、その一端は縦管路12の最下部に設けられた内面リ
ブ付管30の下端にソケット管32を介して接続され
る。一方、他端は、ソケット管34を介して横管路16
に接続され、横管路16は、略水平に配設されその端部
は図示しない下水本管や汚水本管に接続される。この排
水管路10において各階に設けられた排水管22からの
排水が、集合継手20を通して縦管路12内に流入され
ると、この排水は縦排水管18の上部の内面リブ付管2
4の螺旋リブ24aに沿う旋回流となって流下される。
そして、このとき縦管路12の中央に空気芯が形成さ
れ、排水の流下能力が向上される。このようにして内面
リブ付管24内を旋回流となって流下された排水は、縦
排水管18の下部の管26内に流出される。ここで縦排
水管18の管26内周面は平滑に形成されるので、旋回
流である排水の旋回が減衰される。したがって、管26
内での排水の流れの向きは、集合継手20の直上である
管26の下端にいくにつれ管軸方向と略平行となる。そ
して、この排水は、集合継手20内を通過し集合継手2
0の下部に接続された縦排水管18の内面リブ付管24
内に流下され再度旋回流となってその流下能力が向上さ
れる。以上のことを繰り返して縦管路12内を流下した
排水は、縦管路12の脚部に接続された内面リブ付管3
0内に流入される。この排水は内面リブ付管30の上部
で旋回流となり、中間部から下端に向かうにされ螺旋リ
ブ30aのピッチが徐々に大きくなるのに伴ってその旋
回が減衰される。そして、脚部継手14および横管路1
6内で暴れることなくスムーズに図示しない下水本管や
汚水本管に排出される。
The leg joint 14 is a 90 ° elbow, and one end of the leg joint 14 is connected to a lower end of an inner ribbed pipe 30 provided at the lowermost portion of the vertical conduit 12 via a socket pipe 32. On the other hand, the other end is provided with the horizontal pipe 16 through the socket pipe 34.
The horizontal conduit 16 is arranged substantially horizontally, and its end is connected to a sewer main or a waste water main (not shown). When the drainage water from the drainage pipe 22 provided on each floor in the drainage pipe 10 flows into the vertical pipe 12 through the collective joint 20, the drainage pipe 2 at the upper portion of the vertical drainage pipe 18 has inner ribs 2.
A spiral flow along the spiral rib 24a of No. 4 is made to flow down.
Then, at this time, an air core is formed in the center of the vertical pipe line 12, and the drainage flowability is improved. The drainage thus flowing down in the inner ribbed pipe 24 as a swirling flow is discharged into the pipe 26 below the vertical drainage pipe 18. Here, since the inner peripheral surface of the pipe 26 of the vertical drainage pipe 18 is formed smooth, the swirling of the drainage, which is a swirling flow, is attenuated. Therefore, the pipe 26
The direction of the drainage flow inside is substantially parallel to the pipe axial direction as it goes to the lower end of the pipe 26, which is immediately above the collective joint 20. Then, this drainage passes through the inside of the collective joint 20.
Pipe 24 with inner ribs of the vertical drainage pipe 18 connected to the lower part of 0
It flows down into the inside and becomes a swirling flow again, and its downflow capability is improved. The drainage that has flowed down in the vertical conduit 12 by repeating the above is the inner ribbed pipe 3 connected to the leg of the vertical conduit 12.
Flowed into 0. This drainage becomes a swirling flow in the upper part of the inner ribbed pipe 30, and the swirling is attenuated as the pitch of the spiral rib 30a gradually increases from the middle part to the lower end. Then, the leg joint 14 and the lateral conduit 1
It is discharged smoothly into the sewer main or sewage main (not shown) without violence in 6.

【0015】この実施例によれば、集合継手20の直上
の管26の部分で、旋回流である排水の旋回が減衰さ
れ、その流れの方向が縦管路12の管軸と略平行とな
る。したがって、従来のようにこの排水が集合継手20
内を流下するときに、集合継手20に接続された各階の
排水管22内に流出されることはない。さらに、洗剤等
を含む排水を流下させた場合に、排水管22内に泡が発
生し、堆積され室内側に逆流するのを防止できる。ま
た、排水管22と集合継手20との接続部分等に排水が
衝突してその流れが乱されることがないので、縦管路2
内の空気圧変動によって、各階の排水管22の先に設け
られる図示しないトラップが破水するのを防止できる。
According to this embodiment, the swirling of the drainage, which is a swirling flow, is attenuated at the portion of the pipe 26 immediately above the collective joint 20, and the direction of the flow is substantially parallel to the pipe axis of the vertical pipe line 12. . Therefore, as in the conventional case, this drainage is collected by the collective joint 20.
When flowing down, it does not flow into the drain pipe 22 of each floor connected to the collective joint 20. Furthermore, when drainage containing detergent and the like is caused to flow down, it is possible to prevent bubbles from being generated in the drainage pipe 22 and being accumulated and flowing back to the inside of the room. Further, since the drainage does not collide with the connection between the drainage pipe 22 and the collective joint 20 and the flow thereof is not disturbed, the vertical pipeline 2
It is possible to prevent the trap (not shown) provided at the tip of the drain pipe 22 on each floor from breaking due to the fluctuation of the air pressure inside.

【0016】図7に示す他の実施例の排水管路40は、
図1実施例で示した排水管路10の縦排水管18である
内面リブ付管24,管26およびソケット管28を一体
成形した縦排水管42を用いたものである。したがっ
て、縦排水管42の内周の上端から中間位置までに所定
角度の螺旋リブ44が形成される。そして、中間位置か
ら下端までには螺旋リブ44は形成されず平滑に形成さ
れる。
The drainage line 40 of another embodiment shown in FIG.
The vertical drainage pipe 42 in which the inner ribbed pipe 24, the pipe 26 and the socket pipe 28, which are the vertical drainage pipes 18 of the drainage pipe 10 shown in FIG. 1 embodiment, are integrally formed is used. Therefore, the spiral rib 44 having a predetermined angle is formed from the upper end of the inner circumference of the vertical drainage pipe 42 to the intermediate position. The spiral rib 44 is not formed from the intermediate position to the lower end, but is formed smoothly.

【0017】この実施例においても図1実施例で示した
排水管路10と同様の効果が得られる。図8に示すその
他の実施例の排水管路50は、図1実施例で示した排水
管路10において脚部継手14の上部に接続した内面リ
ブ付管30を集合継手20の上部にも接続したものであ
る。
Also in this embodiment, the same effect as that of the drainage pipe 10 shown in the embodiment of FIG. 1 can be obtained. In the drainage pipe 50 of the other embodiment shown in FIG. 8, the inner ribbed pipe 30 connected to the upper portion of the leg joint 14 in the drainage pipe 10 shown in the embodiment of FIG. 1 is also connected to the upper portion of the collective joint 20. It was done.

【0018】この実施例によれば、集合継手20の上部
に接続された内面リブ付管30の螺旋リブ30aのピッ
チが、内面リブ付管30の中間から下端にかけて管軸と
略平行に形成される。したがって、集合継手20の直上
でより確実に排水の流れの向きを管軸に対して平行にで
き、各階の排水管22内へ集合継手20との接続部分か
ら排水が流出されるのをより確実に防止できる。
According to this embodiment, the pitch of the spiral ribs 30a of the inner ribbed pipe 30 connected to the upper portion of the collective joint 20 is formed substantially parallel to the pipe axis from the middle to the lower end of the inner ribbed pipe 30. It Therefore, the direction of the drainage flow can be more surely parallel to the pipe axis immediately above the collective joint 20, and the drainage is more reliably discharged into the drainage pipe 22 of each floor from the connection portion with the collective joint 20. Can be prevented.

【0019】また、上述の実施例では、内面リブ付管2
4,30および縦排水管42の内周に突条の螺旋リブ2
4a,30aおよび44を形成して排水を旋回流とする
場合を示したが、突条に代えて螺旋溝を形成して排水を
旋回流にするようにしてもよい。なお、上述の実施例で
は排水管に塩ビ管を使用する場合を示したが、塩ビ管の
代わりに塩ビライニング鋼管等を使用してもよい。
Further, in the above-mentioned embodiment, the inner ribbed pipe 2 is used.
4, 30 and the vertical spiral pipe 42 on the inner circumference of the spiral rib 2
Although the case where 4a, 30a and 44 are formed to make the drainage flow swirl is shown, the drainage may be made swirl flow by forming spiral grooves instead of the protrusions. In addition, although the case where a PVC pipe is used as the drain pipe is shown in the above-described embodiment, a PVC lining steel pipe or the like may be used instead of the PVC pipe.

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

【図1】この発明の一実施例を示す図解図である。FIG. 1 is an illustrative view showing one embodiment of the present invention;

【図2】図1実施例の配管図である。FIG. 2 is a piping diagram of the embodiment shown in FIG.

【図3】内面リブ付管を示す斜視図である。FIG. 3 is a perspective view showing a tube with inner ribs.

【図4】内面リブ付管の径方向の断面図である。FIG. 4 is a radial cross-sectional view of a tube with inner ribs.

【図5】内面リブ付管の軸方向の断面図である。FIG. 5 is an axial cross-sectional view of an inner ribbed tube.

【図6】脚部に用いられる内面リブ付管の軸方向の断面
図である。
FIG. 6 is an axial cross-sectional view of an inner rib tube used for a leg portion.

【図7】この発明の他の実施例を示す図解図である。FIG. 7 is an illustrative view showing another embodiment of the present invention.

【図8】この発明のその他の実施例を示す図解図であ
る。
FIG. 8 is an illustrative view showing another embodiment of the present invention.

【図9】従来技術を示す図解図である。FIG. 9 is an illustrative view showing a conventional technique;

【符号の説明】[Explanation of symbols]

10,40,50 …排水管路 12 …縦管路 14 …脚部継手 16 …横管路 18,42 …縦排水管 20 …集合継手 22 …排水管 24,30 …内面リブ付管 24a,30a,44 …螺旋リブ 26 …管 28,32,34 …ソケット管 10, 40, 50 ... Drainage pipe 12 ... Vertical pipe 14 ... Leg joint 16 ... Horizontal pipe 18, 42 ... Vertical drainage pipe 20 ... Collective joint 22 ... Drainage pipe 24, 30 ... Inner ribbed pipe 24a, 30a , 44 ... spiral rib 26 ... pipe 28, 32, 34 ... socket pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】建物の複数階にわたって直立して設けられ
かつ内面において旋回流を生じさせて排水する縦排水管
と、各階の排水を前記縦排水管に流し込む集合継手と、
前記縦排水管の下端に脚部継手によって接合される横管
とを含む排水管路において、 前記集合継手の直上において前記旋回流を減衰させるよ
うにしたことを特徴とする、排水管路。
1. A vertical drainage pipe provided upright over a plurality of floors of a building to generate a swirling flow on the inner surface for draining, and a collective joint for draining the drainage of each floor into the vertical drainage pipe.
A drainage pipe including a horizontal pipe joined to a lower end of the vertical drainage pipe by a leg joint, wherein the swirl flow is attenuated immediately above the collective joint.
JP481796A 1996-01-16 1996-01-16 Drain pipe Pending JPH09195341A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP481796A JPH09195341A (en) 1996-01-16 1996-01-16 Drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP481796A JPH09195341A (en) 1996-01-16 1996-01-16 Drain pipe

Publications (1)

Publication Number Publication Date
JPH09195341A true JPH09195341A (en) 1997-07-29

Family

ID=11594293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP481796A Pending JPH09195341A (en) 1996-01-16 1996-01-16 Drain pipe

Country Status (1)

Country Link
JP (1) JPH09195341A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061247A (en) * 2000-08-11 2002-02-28 Sekisui Chem Co Ltd Drainage system for residence
CN103866826A (en) * 2014-02-12 2014-06-18 聊城市金龙节能建材有限公司 Sewage and waste diversion and convergence device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061247A (en) * 2000-08-11 2002-02-28 Sekisui Chem Co Ltd Drainage system for residence
CN103866826A (en) * 2014-02-12 2014-06-18 聊城市金龙节能建材有限公司 Sewage and waste diversion and convergence device

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