JP3154813B2 - Drainage fitting - Google Patents

Drainage fitting

Info

Publication number
JP3154813B2
JP3154813B2 JP16111092A JP16111092A JP3154813B2 JP 3154813 B2 JP3154813 B2 JP 3154813B2 JP 16111092 A JP16111092 A JP 16111092A JP 16111092 A JP16111092 A JP 16111092A JP 3154813 B2 JP3154813 B2 JP 3154813B2
Authority
JP
Japan
Prior art keywords
drainage
pipe
joint
horizontal branch
vertical
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP16111092A
Other languages
Japanese (ja)
Other versions
JPH062792A (en
Inventor
浩身 大沼
榮一 籠島
哲 市野沢
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 JP16111092A priority Critical patent/JP3154813B2/en
Publication of JPH062792A publication Critical patent/JPH062792A/en
Application granted granted Critical
Publication of JP3154813B2 publication Critical patent/JP3154813B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Sink And Installation For Waste Water (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

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、建築物に設けられる排
水管路を形成する排水縦管と横枝管とを接続する排水継
手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage joint for connecting a vertical drainage pipe and a horizontal branch pipe forming a drainage pipe provided in a building.

【0002】[0002]

【従来の技術】建築物の排水配管方法として、従来、一
管式排水管路(通気管は伸長通気管のみ)と二管式排水
管路(排水立て管の他に通気立て管を持つ)とが一般に
採用されている。しかし、これらの従来の方法には、以
下の表1に示すようにそれぞれ利点と欠点がある。
2. Description of the Related Art Conventionally, as a drainage piping method for a building, a single-pipe drainage pipe (a vent pipe is only an extended vent pipe) and a two-pipe drainage pipe (having a drainpipe in addition to a drainpipe) are known. And are generally adopted. However, each of these conventional methods has advantages and disadvantages as shown in Table 1 below.

【0003】[0003]

【表1】 そこで、近年では、一管式排水管路の上記欠点を解決す
るために、通常の継手より胴部が大きくなっていて、内
部に上部の立て管及び横枝管からの排水に旋回流を与え
る羽根が設けられた特殊継手(例えば、積水化学工業
(株)製商品名エスロンAD継手、(株)クボタ製集合
継手等)を用いて排水管と排水管とを接続し、排水管中
を流下する排水に旋回流を与えたり、特開昭48-100957
号公報にみるように、排水管の内面に螺旋状のリブを設
け、この螺旋状のリブによって排水管中を流下する排水
に旋回流を与えて、常に排水縦管内に空気芯を設けて排
水能力の向上を計るようにしている。
[Table 1] Therefore, in recent years, in order to solve the above-described drawbacks of the single-pipe drainage pipe, the body is larger than a normal joint, and a swirling flow is provided inside the drainage from the upper standing pipe and the horizontal branch pipe. A drain pipe is connected to a drain pipe using a special fitting provided with a blade (for example, Suzumi Chemical Co., Ltd. trade name Eslon AD fitting, Kubota collective fitting, etc.) and flows down the drain pipe. The swirling flow is given to draining water
As shown in the publication, a spiral rib is provided on the inner surface of the drainage pipe, and the spiral rib gives a swirling flow to the drainage flowing down the drainage pipe, and an air core is always provided in the drainage vertical pipe to drain the water. I try to improve my ability.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記のように
旋回流として排水を流下させる方式では、図10にみる
ように、排水が管壁に沿って薄い水膜101を作りなが
ら流下するため、この水膜101が排水縦管102に接
続された横枝管103の流入口104前面にカーテン状
になって流下する。したがって、横枝管103内がこの
水膜101によって気密状態とされて圧力変動が生じ、
横枝管103に接続された便器や手洗い等の衛生器具の
トラップが破水して、排水管路内の臭気が室内に流入し
たりすると言う問題がある。
However, in the system in which the drainage flows down as a swirling flow as described above, the drainage flows down while forming a thin water film 101 along the pipe wall as shown in FIG. The water film 101 flows down in a curtain shape on the front surface of the inflow port 104 of the horizontal branch pipe 103 connected to the vertical drain pipe 102. Therefore, the inside of the horizontal branch pipe 103 is made airtight by the water film 101, and pressure fluctuation occurs,
There is a problem that a trap of a sanitary fixture such as a toilet bowl or hand washing connected to the horizontal branch pipe 103 is broken, and odor in the drainage pipe flows into the room.

【0005】一方、特公昭57-5942 号公報では、排水縦
管より継手本体の径を大きくして排水縦管内を旋回流と
なって流下してきた排水を継手部分でラッパ状に広げて
スダレ状の水膜として、横枝管と排水縦管との空気の連
通を計るようにしている。しかし、この継手の構造で
は、排水の流量が多くなり、水膜の厚みが厚くなると、
水膜が継手内部に入ってもスダレ状にならなくなり、横
枝管の流入口を水膜で塞ぐ恐れがある。
On the other hand, in Japanese Patent Publication No. 57-5942, the diameter of the joint body is made larger than that of the drainage vertical pipe, and the drainage that has flowed down in the drainage vertical pipe as a swirling flow is spread in the joint part in a trumpet shape. As a water film, the air communication between the horizontal branch pipe and the vertical drain pipe is measured. However, in this joint structure, when the flow rate of drainage increases and the thickness of the water film increases,
Even if the water film enters the inside of the joint, it does not form a sump, and there is a possibility that the inflow port of the horizontal branch pipe is blocked by the water film.

【0006】本発明は、このような事情に鑑みて、排水
縦管内に多量の排水が流入しても、排水縦管を流れる排
水の水膜によって横枝管の排水流入口が封鎖されること
がない排水継手を提供することを目的としている。
[0006] In view of such circumstances, the present invention is to prevent the drainage inlet of the horizontal branch pipe from being blocked by the water film of the drainage flowing through the drainage vertical pipe even if a large amount of wastewater flows into the vertical drainage pipe. It aims to provide a drainage fitting without.

【0007】[0007]

【課題を解決するための手段】本発明にかかる排水継手
は、このような目的を達成するために、排水縦管の内壁
面に沿って旋回流となりながら流下してくる排水によっ
て形成される水膜の一部を切る水切り突部を備え、この
水切り突部は、先端が前記排水縦管の通水可能断面に突
出しないように、横枝管からの排水流入口の管底部より
上側の継手本体の内壁面に突設されている構成とした。
SUMMARY OF THE INVENTION In order to achieve the above object, a drainage joint according to the present invention is provided with water formed by drainage flowing down in a swirling flow along the inner wall surface of a vertical drainage pipe. A draining projection that cuts a part of the membrane, the draining projection having a joint above the pipe bottom of the drainage inlet from the horizontal branch pipe so that the tip does not project into the water-permeable vertical section of the drainage vertical pipe. It is configured to protrude from the inner wall surface of the main body.

【0008】上記構成において、継手本体の形状は、特
に限定されないが、例えば、横枝管の流入口が臨む部分
の内径を縦管の内径より大きくしたものが好ましい。縦
管に螺旋リブを設けていない普通の管を用いる場合、さ
らに排水継手の内面に傾斜羽根を設ける等して排水を旋
回させる機能を持たせたものが好ましい。このような形
状の継手本体を有する排水継手の場合、たとえば、図1
〜図3にみるように水切り突部11を設けることができ
る。
In the above configuration, the shape of the joint main body is not particularly limited. For example, it is preferable that the inner diameter of a portion of the horizontal branch pipe facing the inflow port is larger than the inner diameter of the vertical pipe. When an ordinary pipe without a spiral rib is used for the vertical pipe, a pipe having a function of rotating drainage by providing inclined blades on the inner surface of the drainage joint is preferable. In the case of a drainage joint having a joint body having such a shape, for example, FIG.
As shown in FIG. 3, a draining protrusion 11 can be provided.

【0009】すなわち、この水切り突部11は、図1
(a),(b)にみるように、継手本体12の、横枝管
からの排水の流入口となる横枝管接続部13より上方の
内壁面12aから突設させたり、図2(a),(b)に
みるように、継手本体12の縦管接続部14の下方にラ
ッパ状のスカート15を設け、このスカート15内壁面
から突設させたり、図3(a),(b)にみるように、
縦管接続部14の下端部を徐々に拡径して形成したテー
パ面16から突設させるなどして、継手本体12の周方
向のどこに設けてもよいが、横枝管接続部13の直上も
しくは対応する位置に設けることが好ましい。
That is, the draining protrusion 11 is formed as shown in FIG.
As shown in FIGS. 2A and 2B, the joint main body 12 may be protruded from an inner wall surface 12a above a horizontal branch pipe connection portion 13 serving as an inflow port for drainage from the horizontal branch pipe, or as shown in FIG. As shown in FIGS. 3 and 4B, a trumpet-shaped skirt 15 is provided below the vertical pipe connection portion 14 of the joint main body 12, and the skirt 15 is projected from the inner wall surface of the skirt 15 or shown in FIGS. As seen in
The lower end of the vertical pipe connecting portion 14 may be provided anywhere in the circumferential direction of the joint main body 12 by projecting from a tapered surface 16 formed by gradually increasing the diameter. Alternatively, it is preferable to provide them at corresponding positions.

【0010】一方、図4にみるように、継手本体12が
合流継手タイプのものである場合、横枝管からの排水の
流入口となる横枝管接続部13の上部内壁面から水切り
突部11を突設させることができる。水切り突部11の
形状は、特に限定されないが、例えば、図5(a)〜
(g)のような断面形状のものが挙げられる。また、水
切り突部11の数は、1つの横枝管に対し、1つでも構
わないし、2つ以上設けるようにしても構わない。
On the other hand, as shown in FIG. 4, when the joint main body 12 is of a joint type, the drainage projecting portion extends from the upper inner wall surface of the horizontal branch pipe connection portion 13 serving as an inlet for drainage from the horizontal branch pipe. 11 can be protruded. Although the shape of the draining protrusion 11 is not particularly limited, for example, FIG.
One having a cross-sectional shape as shown in FIG. Further, the number of the draining protruding portions 11 may be one or two or more for one horizontal branch pipe.

【0011】この排水継手に接続される排水縦管は、特
に限定されないが、内面螺旋リブ付き管が特に好まし
い。この内面螺旋リブ付き管としては、リブの高さが管
口径の1/10以下(特に好ましくは、2/100〜5
/100程度)、リブ螺旋ピッチが口径の3〜20倍
(特に好ましくは、3〜10倍程度)、リブの条数が4
〜25条(特に好ましくは10〜14条程度)のものが
好ましく、その材質は、特に限定されないが、例えば、
塩ビ管等の合成樹脂管, 鋳鉄管, 塩ビライニング鋼管,
鋼管等が挙げられ、中でも耐蝕性に優れ、軽量で、耐火
建築物の場合、防火区画を貫通できる薄肉塩ビライニン
グ鋼管が特に好ましい。
The drainage vertical pipe connected to the drainage joint is not particularly limited, but a pipe with an internal spiral rib is particularly preferable. For the tube with the inner spiral rib, the height of the rib is 1/10 or less of the pipe diameter (particularly preferably 2/100 to 5/100).
/ 100), the spiral pitch of the rib is 3 to 20 times the diameter (particularly preferably about 3 to 10 times), and the number of ribs is 4
25 to 25 (particularly preferably about 10 to 14) are preferable, and the material is not particularly limited.
Synthetic resin pipes such as PVC pipes, cast iron pipes, PVC-lined steel pipes,
In the case of a fire-resistant building, a thin-walled PVC-lined steel pipe capable of penetrating a fire protection compartment is particularly preferable in the case of a fire-resistant building.

【0012】また、リブの断面形状も排水の旋回の邪魔
にならない形状であれば、特に限定されず、三角形、半
円形、四角形、花びら形等が挙げられる。
The cross-sectional shape of the rib is not particularly limited as long as it does not hinder the swirling of the drainage, and examples thereof include a triangular, semicircular, square, and petal shape.

【0013】[0013]

【作用】上記構成によれば、図6にみるように、螺旋状
に旋回しながら縦管2内を流下してきた排水は、水膜2
1を形成しつつ排水継手1内へ流入するが、水切り突部
11によって水膜21が切られて、横枝管と排水縦管内
の間に常に空気窓22が形成されて、横枝管内が排水縦
管の中央に設けられた空気芯と連通して大気圧に保たれ
る。
According to the above construction, as shown in FIG. 6, the waste water flowing down the vertical pipe 2 while spirally turning is discharged to the water film 2.
1, the water film 21 is cut off by the draining projection 11, and an air window 22 is always formed between the horizontal branch pipe and the drain vertical pipe. It is maintained at atmospheric pressure by communicating with an air core provided in the center of the drainage vertical pipe.

【0014】また、水切り突部11は、先端が排水縦管
2の通水可能断面より内側へ入りこまないので、縦管内
を落下する固形の汚物等が水切り突部11に引っ掛かっ
たりすることなく排水管路内を落下する。
Further, since the tip of the draining projection 11 does not enter the inside of the water-permeable vertical section of the drainage vertical pipe 2, solid dirt falling in the vertical pipe does not catch on the draining projection 11. Fall in the drain pipe.

【0015】[0015]

【実施例】以下に、本発明を、その実施例をあらわす図
面を参照しつつ詳しく説明する。 (実施例1)縦管2としての高さが3.5 mm、螺旋ピッチ
が600 mm、条数が12条、断面形状が三角形のリブが内
面に形成された口径100Aの内面螺旋リブ付き管、横枝管
3としての内径50mmのリブなし管、大径部が200 mmで
下側になるにつれて順次縮径されて前記内面螺旋リブ付
き管と同径になり、図5(a)にみるような断面形状の
水切り突部11が形成された図1にみるような排水継手
(特殊継手)1を用いて図7にみるような一管式排水管
路4を形成した。 (実施例2)排水継手1として、図4にみるような合流
継手タイプの継手を用いた以外は、実施例1と同様にし
て図7にみるような一管式排水管路4を形成した。 (実施例3)排水継手1として図4にみるような合流継
手タイプの継手を用い、図8にみるような二管式排水管
路5を形成した。なお、縦管および横枝管は、実施例1
と同様のものを用いた。 (実施例4)排水縦管4としてリブなし管を用い、排水
継手1として実施例1の排水継手1内面に旋回流形成の
ための傾斜羽根を設けたものを用いた以外は、実施例1
同様にして図7にみるような一管式排水管路4を形成し
た。 (比較例1)排水継手1として実施例4の排水継手1の
水切り突部11がないものを用いた以外は、実施例1同
様にして図7にみるような一管式排水管路4を形成し
た。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. (Example 1) A tube with a diameter of 100A and an inner spiral rib having a height of 3.5 mm, a spiral pitch of 600 mm, a number of strips of 12, and a triangular cross section formed on the inner surface as the vertical pipe 2, horizontal As a branch pipe 3, a pipe without a rib having an inner diameter of 50 mm, the diameter of which is gradually reduced as the large-diameter portion becomes lower at 200 mm to become the same diameter as the pipe with the inner spiral rib, as shown in FIG. A drainage pipe 4 as shown in FIG. 7 was formed by using a drainage joint (special joint) 1 as shown in FIG. (Example 2) A one-pipe type drain pipe 4 as shown in FIG. 7 was formed in the same manner as in Example 1 except that a junction type joint as shown in FIG. 4 was used as the drainage joint 1. . (Example 3) As a drainage joint 1, a joint type joint as shown in FIG. 4 was used, and a two-pipe drainage line 5 as shown in FIG. 8 was formed. Note that the vertical pipe and the horizontal branch pipe are the same as those in the first embodiment.
The same one as described above was used. (Example 4) Example 1 is the same as Example 1 except that a pipe without ribs was used as the drainage vertical pipe 4 and a drainage joint 1 in which inclined blades for forming a swirling flow were provided on the inner surface of the drainage joint 1 of Example 1 was used.
Similarly, a one-pipe type drain pipe 4 as shown in FIG. 7 was formed. (Comparative Example 1) A one-pipe type drain pipe 4 as shown in FIG. 7 was used in the same manner as in Example 1 except that the drainage joint 1 of the embodiment 4 without the drainage protrusion 11 was used. Formed.

【0016】上記実施例1〜4および比較例1で形成し
た排水管路に図9にみるような定常流排水実験を行っ
た。その結果を以下の表2に示す。なお、図9中、51
は圧力計、52は流量計、53は高架水槽である。ま
た、判定基準として、トラップの水深(50mm以上)を
考慮し、管内圧力の変動を±25mmaq以内とした。表2
中、許容高さとは、DINルート法による一般集合住宅
(排水縦管1本に各階で1戸分の排水管である横枝管が
つながれた場合)における許容階高さのことである。
The drainage pipes formed in Examples 1 to 4 and Comparative Example 1 were subjected to a steady flow drainage experiment as shown in FIG. The results are shown in Table 2 below. Note that in FIG.
Is a pressure gauge, 52 is a flow meter, and 53 is an elevated water tank. In addition, as a criterion, considering the water depth of the trap (50 mm or more), the fluctuation in the pipe pressure was set within ± 25 mmaq. Table 2
The medium and allowable height refers to the allowable floor height in a general apartment house (when one vertical drainage pipe is connected to a horizontal branch pipe that is a drainage pipe for one house on each floor) by the DIN route method.

【0017】[0017]

【表2】 [Table 2]

【0018】[0018]

【発明の効果】本発明にかかる排水継手は、以上のよう
に構成されているので、螺旋状に旋回しながら縦管内を
流下してきた排水は、水膜を形成しつつ継手内へ流入す
るが、水切り突部によって水膜が切られて、常に、横枝
管と排水縦管の空気芯とが連通して大気圧に保たれる。
Since the drainage joint according to the present invention is constructed as described above, the wastewater flowing down the vertical pipe while spirally swirling flows into the joint while forming a water film. The water film is cut off by the water draining projection, and the horizontal branch pipe and the air core of the drain vertical pipe are always in communication with each other and are kept at atmospheric pressure.

【0019】したがって、縦管内を多量の排水が流下し
ても横枝管に接続された便器や手洗い等の衛生器具のト
ラップを破水することがなくなり、排水管路内の臭気が
室内に流入したりすることもなくなる。また、水切り突
部に排水管路内を排水とともに落下する固形の汚物等が
引っ掛かって排水管路が詰まったりすることもない。
Therefore, even if a large amount of wastewater flows down the vertical pipe, the trap of the sanitary ware such as a toilet or a handwash connected to the horizontal branch pipe is not broken, and the odor in the drain pipe flows into the room. No more. In addition, there is no possibility that solid waste or the like that falls along with the drainage in the drainage pipe is caught by the drainage projection and the drainage pipe is not clogged.

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

【図1】本発明にかかる排水継手の第1実施例をあらわ
し、同図(a)はその縦断面図、同図(b)は同図
(a)のA−A線断面図である。
1 shows a first embodiment of a drainage joint according to the present invention, wherein FIG. 1 (a) is a longitudinal sectional view and FIG. 1 (b) is a sectional view taken along line AA of FIG. 1 (a).

【図2】本発明にかかる排水継手の第2実施例をあらわ
し、同図(a)はその縦断面図、同図(b)は同図
(a)のB−B線断面図である。
FIG. 2 shows a drainage joint according to a second embodiment of the present invention, wherein FIG. 2 (a) is a longitudinal sectional view and FIG. 2 (b) is a sectional view taken along line BB of FIG. 2 (a).

【図3】本発明にかかる排水継手の第3実施例をあらわ
し、同図(a)はその縦断面図、同図(b)は同図
(a)のC−C線断面図である。
FIG. 3 shows a third embodiment of a drainage joint according to the present invention, wherein FIG. 3 (a) is a longitudinal sectional view thereof, and FIG. 3 (b) is a sectional view taken along line CC of FIG. 3 (a).

【図4】本発明にかかる排水継手の第4実施例をあらわ
す断面図である。
FIG. 4 is a sectional view showing a drainage joint according to a fourth embodiment of the present invention.

【図5】水切り突部の断面形状の1例をあらわす図であ
る。
FIG. 5 is a diagram illustrating an example of a cross-sectional shape of a draining protrusion.

【図6】水切り突部による水膜の水切り状態を説明する
図である。
FIG. 6 is a diagram illustrating a state where a water film is drained by a draining protrusion.

【図7】実施例において形成した一管式排水管路を説明
する配管図である。
FIG. 7 is a piping diagram for explaining a one-pipe drainage pipe formed in an example.

【図8】実施例において形成した二管式排水管路を説明
する配管図である。
FIG. 8 is a piping diagram illustrating a two-pipe drainage pipe formed in an example.

【図9】実施例および比較例において形成した排水管路
の評価試験に用いた実験装置の配管図である。
FIG. 9 is a piping diagram of an experimental apparatus used for an evaluation test of drainage pipes formed in Examples and Comparative Examples.

【図10】従来の排水管路の水膜の形成状態を説明する
図である。
FIG. 10 is a diagram illustrating a state of formation of a water film of a conventional drainage pipe.

【符号の説明】[Explanation of symbols]

1 排水継手 2 排水縦管 3 横枝管 11 水切り突部 12 継手本体 17 排水流入口 21 水膜 12a 内壁面 DESCRIPTION OF SYMBOLS 1 Drainage joint 2 Drainage vertical pipe 3 Horizontal branch pipe 11 Draining protrusion 12 Joint main body 17 Drainage inlet 21 Water film 12a Inner wall surface

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) F16L 41/02 - 41/03 E03C 1/122 F16L 39/00 F16L 55/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) F16L 41/02-41/03 E03C 1/122 F16L 39/00 F16L 55/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】排水縦管および横枝管の接続口を備える排
水継手において、排水縦管の内壁面に沿って旋回流とな
りながら流下してくる排水によって形成される水膜の一
部を切る水切り突部を備え、この水切り突部は、先端が
前記排水縦管の通水可能断面に突出しないように、横枝
管からの排水流入口の管底部より上側の継手本体の内壁
面に突設されていることを特徴とする排水継手。
In a drainage joint having a connection port for a drainage vertical pipe and a horizontal branch pipe, a part of a water film formed by drainage flowing down in a swirling flow along an inner wall surface of the drainage vertical pipe is cut. A draining protrusion is provided on the inner wall surface of the joint body above the bottom of the drainage inlet from the horizontal branch pipe so that the tip does not project into the water-permeable cross section of the drainage vertical pipe. A drainage joint characterized by being provided.
JP16111092A 1992-06-19 1992-06-19 Drainage fitting Expired - Fee Related JP3154813B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16111092A JP3154813B2 (en) 1992-06-19 1992-06-19 Drainage fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16111092A JP3154813B2 (en) 1992-06-19 1992-06-19 Drainage fitting

Publications (2)

Publication Number Publication Date
JPH062792A JPH062792A (en) 1994-01-11
JP3154813B2 true JP3154813B2 (en) 2001-04-09

Family

ID=15728801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16111092A Expired - Fee Related JP3154813B2 (en) 1992-06-19 1992-06-19 Drainage fitting

Country Status (1)

Country Link
JP (1) JP3154813B2 (en)

Also Published As

Publication number Publication date
JPH062792A (en) 1994-01-11

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