JPH05132983A - Drainage equipment - Google Patents

Drainage equipment

Info

Publication number
JPH05132983A
JPH05132983A JP29733291A JP29733291A JPH05132983A JP H05132983 A JPH05132983 A JP H05132983A JP 29733291 A JP29733291 A JP 29733291A JP 29733291 A JP29733291 A JP 29733291A JP H05132983 A JPH05132983 A JP H05132983A
Authority
JP
Japan
Prior art keywords
pipe
horizontal
vertical
section
bent
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
JP29733291A
Other languages
Japanese (ja)
Inventor
Hiromi Oonuma
浩身 大沼
Takashi Kusano
隆 草野
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP29733291A priority Critical patent/JPH05132983A/en
Publication of JPH05132983A publication Critical patent/JPH05132983A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prevent a bent pipe interior from being blocked by forming both the end jointing sections of the bent pipe formed between the horizontal pipe and vertical pipe of circular cross-sectional areas, respectively in the same circular shapes as the shapes of the horizontal pipe and the vertical pipe, and by forming a central section in the axial direction, to be tapered. CONSTITUTION:A drainage equipment 1 is composed of the horizontal pipe 2 of a circular cross-sectional area set in the horizontal direction over the respective floors of a building, the vertical pipe 3 of a circular cross-sectional area set in the plumb direction in the building, and a bent pipe 4 to be set between the horizontal pipe 2 and the vertical pipe 3. After that, the bent pipe 4 is formed to be curved so that the outflow direction over the upper end section of the vertical pipe 3 formed from the end section of the horizontal pipe 2 may be converted at right angle continuously in the vertical direction from the horizontal direction, and is formed with a central section 41 in the axial direction formed to have egg shaped cross-sectional, a cylindrical jointing section 42 to be set continuously to an end section to be jointed with the horizontal pipe 2, and a cylindrical jointing section 43 to be set continuously to an end section to be jointed with the vertical pipe 3. Then, drain in a turbulent state reaching the bent pipe 4 from the horizontal pipe 2 comes into collision on a tapered inner diameter side internal-surface in the bent pipe 4, and is prevented from ascending to the upper section space.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、排水装置、特に中高層
建築物に設けられる排水装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage device, and more particularly to a drainage device provided in a high-rise building.

【0002】[0002]

【従来の技術】一般に、中高層建築物に設けられる排水
装置は、最上階から最下階まで鉛直方向に配管された単
一の縦管によって構成するのが理想的であるが、建築物
における各階の部屋割の相違によりまっすぐに配管する
ことは非常に困難であり、その場合には縦管はオフセッ
トして配管されることになる。したがって、中高層建築
物における排水装置は、鉛直方向にオフセットされて配
設された縦管と、これらの縦管との間を連結する水平方
向に配設された横管と、横管と縦管とを接続する曲がり
管から構成されている。そして、各階層から排出される
汚水や排水は、縦管、曲がり管、横管を経て下水管や汚
水管などに流出するようになっている。
2. Description of the Related Art Generally, it is ideal that a drainage device provided in a high-rise building is composed of a single vertical pipe vertically arranged from the top floor to the bottom floor. Due to the difference in the room layout, it is very difficult to pipe straight, and in that case, the vertical pipe will be offset. Therefore, a drainage device in a middle-high-rise building is provided with vertical pipes that are arranged offset in the vertical direction, horizontal pipes that are arranged horizontally between these vertical pipes, and horizontal pipes and vertical pipes. It is composed of a bent pipe that connects with. Then, the sewage and drainage discharged from each floor is designed to flow to a sewer pipe, a sewage pipe, etc. through a vertical pipe, a curved pipe, and a horizontal pipe.

【0003】[0003]

【発明が解決しようとする課題】ところで、縦管内部を
大量の排水が一度に流れると、曲がり管によって方向を
変換させられる際、曲がり管に衝突して跳ね上がり、そ
の内部を閉塞することから、この閉塞部の前後において
排水装置内の空気層が連通しなくなり、管内を正圧もし
くは負圧とする結果、排水装置に接続されている各種衛
生厨房機器類のトラップが破封し、管内の悪臭などが各
室内に逆流するという問題があった。
By the way, when a large amount of drainage flows inside the vertical pipe at a time, when the direction is changed by the curved pipe, it collides with the curved pipe and jumps up to close the inside thereof. Before and after this block, the air layer in the drainage device does not communicate with each other, and the inside of the pipe becomes positive pressure or negative pressure.As a result, the traps of various sanitary kitchen devices connected to the drainage device are broken, and the odor inside the pipe becomes bad. There was a problem that such things flow back into each room.

【0004】また、このように曲がり管に衝突して跳ね
上がり、乱流となった排水が横管に流れると、縦管にお
ける流速よりも遅くなり、乱流のまま曲がり管に達して
縦方向に流れを変換させられる際、曲がり管の内面に衝
突してその内部を閉塞する。このように排水装置が排水
によって閉塞されるとトラップの破封が生じ、前述した
ように管内の悪臭などが室内に逆流するものである。
When the turbulent drainage flows into the horizontal pipe by colliding with the curved pipe and jumping up, the flow velocity becomes lower than that in the vertical pipe and reaches the curved pipe in the turbulent flow to reach the vertical direction. When the flow is converted, it collides with the inner surface of the bent tube and occludes the inside thereof. When the drainage device is blocked by the drainage in this way, the trap is broken, and as described above, the malodor in the pipe flows back into the room.

【0005】本発明は、このような問題点に鑑みてなさ
れたもので、横管から曲がり管を介して縦管へ排水など
を流出させる際、排水を整流して閉塞を発生しないよう
にした排水装置を提供するものである。
The present invention has been made in view of the above problems, and when drainage or the like is discharged from a horizontal pipe to a vertical pipe through a curved pipe, the drainage is rectified to prevent clogging. It provides a drainage device.

【0006】[0006]

【課題を解決するための手段】本発明は、断面円形の横
管と、断面円形の縦管と、これらの横管と縦管の間に配
設された曲がり管とを備えた排水装置であって、前記曲
がり管の両端接続部は、横管および縦管とそれぞれ同一
の円形に形成され、また、その軸方向中央部は、その両
側部から内径部にかけて先細に形成され、さらに、これ
らの両端接続部から軸方向中央部にかけて、その内径側
内面が徐々に先細に形成されることを特徴とするもので
ある。
DISCLOSURE OF THE INVENTION The present invention is a drainage device including a horizontal pipe having a circular cross section, a vertical pipe having a circular cross section, and a bent pipe disposed between the horizontal pipe and the vertical pipe. And, the both-end connection portion of the bent pipe is formed in the same circular shape as the horizontal pipe and the vertical pipe, respectively, and the axial center portion is formed to be tapered from both side portions to the inner diameter portion. The inner surface on the inner diameter side is gradually tapered from the both end connecting portion to the central portion in the axial direction.

【0007】[0007]

【作用】横管から曲がり管に達した乱流状態の排水は、
曲がり管における先細状の内径側内面で衝突し合い、そ
の上部空間に昇ることが防止されるとともに、流速を高
めて流下する。このように横管における排水の乱れた流
れを整流すると同時に、縦管と比較して相対的に遅い横
管での流れを早い流れに変えて縦管にスムーズに導くこ
とができる。
[Operation] The turbulent drainage from the horizontal pipe to the curved pipe is
The curved pipes are prevented from colliding with each other on the inner surface of the tapered inner diameter side and rising to the upper space thereof, and the flow velocity is increased to flow down. In this way, the turbulent flow of drainage in the horizontal pipe can be rectified, and at the same time, the flow in the horizontal pipe, which is relatively slow compared to the vertical pipe, can be changed to an early flow and smoothly guided to the vertical pipe.

【0008】この結果、横管での乱れた流れがそのまま
縦管に導かれて閉塞などの悪影響を及ぼすことなく排水
することができる。
As a result, the turbulent flow in the horizontal pipe can be guided to the vertical pipe as it is, and can be drained without adverse effects such as blockage.

【0009】[0009]

【実施例】以下、本発明の実施例を図面を参照して説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0010】図1および図2に示すように、排水装置1
は、建築物の各階層にわたって水平方向に配設された断
面円形の横管2と、建築物に鉛直方向に配設された断面
円形の縦管3と、これらの横管2および縦管3の間に配
設される曲がり管4とから構成されている。
As shown in FIGS. 1 and 2, the drainage device 1
Is a horizontal pipe 2 having a circular cross section arranged horizontally in each floor of the building, a vertical pipe 3 having a circular cross section vertically arranged in the building, and these horizontal pipes 2 and 3 And a bent pipe 4 disposed between

【0011】この曲がり管4は、横管2の端部から縦管
3の上端部にわたって流出方向を横方向から縦方向に連
続的に90度変換するように湾曲して形成され、断面略
卵形に形成された軸方向中央部41と、横管2との接続
側端部に連設される円筒状の接続部42と、縦管3との
接続側端部に連設される円筒状の接続部43とを備えて
いる。そして、一方の接続部42には、円筒状に形成さ
れた横管2の端部に設けられるフランジ2Aと接続可能
なフランジ42Aが設けられ、また、他方の接続部43
には、円筒状に形成された縦管3の上端部に設けられる
フランジ3Aと接続可能なフランジ43Aが設けられて
いる。
The curved pipe 4 is formed so as to be curved so as to continuously convert the outflow direction from the horizontal direction to the vertical direction by 90 degrees from the end of the horizontal pipe 2 to the upper end of the vertical pipe 3, and has a cross section of a substantially egg. Shaped central portion 41 in the axial direction, a cylindrical connecting portion 42 connected to the end portion on the side of connection with the horizontal tube 2, and a cylindrical shape connected to the end portion on the side of connection to the vertical tube 3. And a connecting portion 43 of Then, one connecting portion 42 is provided with a flange 42A connectable to the flange 2A provided at the end portion of the horizontal tube 2 formed in a cylindrical shape, and the other connecting portion 43.
Is provided with a flange 43A connectable to the flange 3A provided at the upper end of the vertical pipe 3 formed in a cylindrical shape.

【0012】ところで、曲がり管4は、横管2の管底部
に連続する内径部4aと、横管2の管頂部に連続する外
径部4bと、これらの内径部4aと外径部4bとの間を
連設する側部4c,4cとを有している。そして、その
軸方向中央部41における内径側内面41aの曲率半径
は、その外径側内面41bの曲率半径よりも小さく形成
され、この内径側内面41aと外径側内面41bとが曲
がりテーパ面からなる側部内面41c,41cで連設さ
れて断面略卵形に形成されている(図3(a)参照)。
また、両端接続部42,43から軸方向中央部41にか
けて、図3(b)に示す断面円形の両端接続部42,4
3が、図3(a)に示す断面略卵形の軸方向中央部41
に同一断面積を維持して連続するように、その内径部4
aと外径部4bにおける内面間の間隔が徐々に増大する
とともに、両側部4c,4cにおける内面間の間隔が徐
々に減少するように形成されている。
By the way, the bent tube 4 has an inner diameter portion 4a continuous with the bottom portion of the horizontal tube 2, an outer diameter portion 4b continuous with the top portion of the horizontal tube 2, and these inner diameter portion 4a and outer diameter portion 4b. It has side parts 4c and 4c which connect between. The radius of curvature of the inner diameter side inner surface 41a in the axial center portion 41 is formed to be smaller than the radius of curvature of the outer diameter side inner surface 41b, and the inner diameter side inner surface 41a and the outer diameter side inner surface 41b are bent and tapered. The side inner surfaces 41c, 41c are connected to each other and are formed in an oval cross section (see FIG. 3A).
Further, from the both-end connecting portions 42, 43 to the axial center portion 41, the both-end connecting portions 42, 4 having a circular cross section shown in FIG.
3 is an axially central portion 41 having a substantially oval cross section shown in FIG.
The inner diameter 4
It is formed so that the distance between a and the inner surface of the outer diameter portion 4b gradually increases, and the distance between the inner surfaces of both side portions 4c, 4c gradually decreases.

【0013】すなわち、曲がり管4は、両端接続部4
2,43に挟まれた軸方向中央部41の任意の断面にお
いて、その内径側内面41aの曲率半径がその外径側内
面41bの曲率半径よりも小さく形成され、さらに、内
径側内面41aおよび外径側内面41bの曲率半径が両
端接続部42,43における円形の曲率半径よりも徐々
に小さくなるように形成され、その両端接続部42,4
3から軸方向中央部41にかけて、それぞれ横管2およ
び縦管3と一致する円形から同一断面積の略卵形に近づ
くように連続する曲面で形成されている。
That is, the bent pipe 4 has the two end connecting portions 4
The radius of curvature of the inner diameter side inner surface 41a is smaller than the radius of curvature of the outer diameter side inner surface 41b in an arbitrary cross section of the axial center portion 41 sandwiched between 2, 43. The radius side inner surface 41b is formed so that the radius of curvature thereof is gradually smaller than the circular radius of curvature of the both end connecting portions 42, 43.
3 to the axially central portion 41, each of which is formed with a continuous curved surface so as to approach a substantially oval shape having the same cross-sectional area from a circular shape that matches the horizontal tube 2 and the vertical tube 3, respectively.

【0014】この曲がり管4は、建築物の各階層に水平
方向に配設される横管2と、各階層にわたって鉛直方向
に配設される縦管3との間に配設され、曲がり管4の一
方の接続部42のフランジ42Aを横管2のフランジ2
Aに接続するとともに、曲がり管4の他方の接続部43
のフランジ43Aを縦管3のフランジ3Aに接続するこ
とによって排水装置1が構成される。
The curved pipe 4 is arranged between a horizontal pipe 2 which is horizontally arranged in each floor of a building and a vertical pipe 3 which is vertically arranged in each floor. The flange 42A of the one connecting portion 42 of
While connecting to A, the other connecting portion 43 of the bent pipe 4
The drainage device 1 is constructed by connecting the flange 43A of the vertical pipe 3 to the flange 3A of the vertical pipe 3.

【0015】次に、このように構成した排水装置1の作
用について説明すると、横管2内に流下されて乱流状態
となっている排水は、曲がり管4における軸方向中央部
41の内径側内面41aで衝突し合うことにより整流さ
れるとともに、その流速を高めながら縦管3に導かれる
ことから、その外径側内面41bの上部にまで昇ること
がない。
Next, the operation of the drainage device 1 configured as described above will be described. The drainage that has flowed down into the lateral pipe 2 and is in a turbulent state is the inner diameter side of the axially central portion 41 of the curved pipe 4. The inner surface 41a is rectified by colliding with each other, and is guided to the vertical pipe 3 while increasing its flow velocity, so that it does not rise to the upper part of the outer diameter side inner surface 41b.

【0016】したがって、排水は曲がり管4の上部に常
に空気層が存在する状態で曲がり管4内を流下して縦管
3へと送られることになり、管内に負圧や正圧の圧力変
動を発生するのを防止することができる。
Therefore, the drainage flows down the inside of the bent pipe 4 and is sent to the vertical pipe 3 in a state where an air layer is always present on the upper part of the bent pipe 4, so that negative pressure or positive pressure fluctuations occur in the pipe. Can be prevented.

【0017】なお、本実施例においては、軸方向中央部
41の断面形状を略卵形に形成したものを示したが、そ
の内径側内面41aが先細状であればよく、図4に示す
ような断面形状の軸方向中央部を有する曲がり管4を採
用することもできる。
In this embodiment, the axial center portion 41 has a substantially oval cross section, but the inner diameter side inner surface 41a may be tapered, as shown in FIG. It is also possible to employ a bent tube 4 having an axially central portion with a different cross-sectional shape.

【0018】さらに、横管2から縦管3に排水を導く曲
がり管であればよく、エルボ以外にも、図5に示すよう
なTY継手、あるいは両TY継手にも適用することがで
きる。このようなTY継手は、上方に空気層を確保しや
すく、横管2と縦管3を連通する曲がり管として好まし
い。
Further, it may be a bent pipe that guides drainage from the horizontal pipe 2 to the vertical pipe 3, and can be applied to a TY joint as shown in FIG. 5, or both TY joints, in addition to the elbow. Such a TY joint easily secures an air layer at the upper side, and is preferable as a bent pipe that connects the horizontal pipe 2 and the vertical pipe 3.

【0019】また、曲がり管の両端接続部の口径は同一
でなくてもよい。ただし、流出側の口径を流入側の口径
より小さくすることは、流れに悪影響を与えるため通常
行わない。
Further, the diameters of the connecting portions at both ends of the bent pipe may not be the same. However, making the diameter on the outflow side smaller than the diameter on the inflow side adversely affects the flow, and is not normally performed.

【0020】[0020]

【発明の効果】以上のように本発明によれば、曲がり管
を、横管および縦管の断面円形に一致する円形に形成さ
れた両端接続部と、両側部から内径部にかけて先細に形
成された軸方向中央部とから構成し、これらの両端接続
部から軸方向中央部にかけて、その内径側内面が徐々に
先細に形成されていることから、横管において乱れた流
れの排水を曲がり管で整流し、流速を高めながら縦管に
導くことができ、排水によって曲がり管内が閉塞される
のを防止することができる。この結果、曲がり管内は常
に空気層が連通しており、排水装置内に圧力変動を発生
することがなく、排水装置におけるトラップの破封を確
実に防止することができる。
As described above, according to the present invention, the bent pipe is formed by connecting both end portions formed in a circular shape corresponding to the circular cross-sections of the horizontal pipe and the vertical pipe, and tapering from both side portions to the inner diameter portion. It is composed of a central part in the axial direction, and the inner surface on the inner diameter side is gradually tapered from the connection part at both ends to the central part in the axial direction. It can be rectified and guided to the vertical pipe while increasing the flow velocity, and can prevent the bent pipe from being blocked by drainage. As a result, the air layer is always in communication with the inside of the bent pipe, pressure fluctuation does not occur in the drainage device, and the trap breakage in the drainage device can be reliably prevented.

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

【図1】本発明の排水装置の要部を示す斜視図である。FIG. 1 is a perspective view showing a main part of a drainage device of the present invention.

【図2】図1の一部を破断して示す正面図である。FIG. 2 is a front view showing a part of FIG. 1 broken away.

【図3】曲がり管における軸方向中央部および両端接続
部の断面図である。
FIG. 3 is a cross-sectional view of an axial center portion and both-end connection portions of a bent pipe.

【図4】曲がり管における軸方向中央部の他の断面形状
を例示する断面図である。
FIG. 4 is a cross-sectional view illustrating another cross-sectional shape of the central portion in the axial direction of the bent pipe.

【図5】曲がり管の一例としてTY継手を一部破断して
示す正面図およびその断面図である。
5A and 5B are a front view and a cross-sectional view showing a partially broken TY joint as an example of a bent pipe.

【符号の説明】[Explanation of symbols]

1 排水装置 2 横管 3 縦管 4 曲がり管 41 軸方向中央部 42,43 接続部 4a 内径部 4b 外径部 4c 側部 1 Drainage device 2 Horizontal pipe 3 Vertical pipe 4 Bent pipe 41 Central part in the axial direction 42, 43 Connection part 4a Inner diameter part 4b Outer diameter part 4c Side part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 断面円形の横管と、断面円形の縦管と、
これらの横管と縦管の間に配設された曲がり管とを備え
た排水装置であって、前記曲がり管の両端接続部は、横
管および縦管とそれぞれ同一の円形に形成され、また、
その軸方向中央部は、その両側部から内径部にかけて先
細に形成され、さらに、これらの両端接続部から軸方向
中央部にかけて、その内径側内面が徐々に先細に形成さ
れることを特徴とする排水装置。
1. A horizontal pipe having a circular cross section and a vertical pipe having a circular cross section,
A drainage device comprising a bent pipe arranged between these horizontal pipes and vertical pipes, wherein both ends of the bent pipe are formed in the same circular shape as the horizontal pipe and the vertical pipe, respectively, and ,
The axial center portion is tapered from both side portions to the inner diameter portion, and further, the inner diameter side inner surface is gradually tapered from the both end connection portions to the axial center portion. Drainage device.
JP29733291A 1991-11-13 1991-11-13 Drainage equipment Pending JPH05132983A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29733291A JPH05132983A (en) 1991-11-13 1991-11-13 Drainage equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29733291A JPH05132983A (en) 1991-11-13 1991-11-13 Drainage equipment

Publications (1)

Publication Number Publication Date
JPH05132983A true JPH05132983A (en) 1993-05-28

Family

ID=17845151

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29733291A Pending JPH05132983A (en) 1991-11-13 1991-11-13 Drainage equipment

Country Status (1)

Country Link
JP (1) JPH05132983A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001227019A (en) * 2000-02-15 2001-08-24 Kubota Corp Drain pipe member
JP2010104870A (en) * 2008-10-28 2010-05-13 Panasonic Electric Works Co Ltd Gas dissolving apparatus
JP2018105035A (en) * 2016-12-27 2018-07-05 株式会社ブリヂストン Pipe joint and drainage system
GB2563032B (en) * 2017-05-30 2021-09-15 Polypipe Ltd Soil and waste pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001227019A (en) * 2000-02-15 2001-08-24 Kubota Corp Drain pipe member
JP2010104870A (en) * 2008-10-28 2010-05-13 Panasonic Electric Works Co Ltd Gas dissolving apparatus
JP2018105035A (en) * 2016-12-27 2018-07-05 株式会社ブリヂストン Pipe joint and drainage system
GB2563032B (en) * 2017-05-30 2021-09-15 Polypipe Ltd Soil and waste pipe

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