JP2003232062A - Drain pipe joint - Google Patents

Drain pipe joint

Info

Publication number
JP2003232062A
JP2003232062A JP2002101280A JP2002101280A JP2003232062A JP 2003232062 A JP2003232062 A JP 2003232062A JP 2002101280 A JP2002101280 A JP 2002101280A JP 2002101280 A JP2002101280 A JP 2002101280A JP 2003232062 A JP2003232062 A JP 2003232062A
Authority
JP
Japan
Prior art keywords
pipe
joint
branch pipe
drainage
receiving port
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
JP2002101280A
Other languages
Japanese (ja)
Inventor
Noriatsu Kojima
徳厚 小島
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2002101280A priority Critical patent/JP2003232062A/en
Publication of JP2003232062A publication Critical patent/JP2003232062A/en
Pending legal-status Critical Current

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

Abstract

<P>PROBLEM TO BE SOLVED: To eliminate bothersome work of incorporating a backflow preventive plate into a conventional two-body drain pipe joint consisting of an upper joint and a lower joint each having a horizontal branch pipe receptacle, at a location on an upper side of a lower inflow port, at the time of mounting the drain pipe joint, the backflow preventive plate being produced separately from the drain pipe joint, the bothersome work being required in order to prevent drain of human waste flowing from an upper horizontal branch pipe from flowing backward into a lower horizontal branch pipe for waste water, and to provide a new two-body drain pipe joint which dispenses with bothersome incorporating work at the time of mounting the drain pipe joint. <P>SOLUTION: According to the new drain pipe joint, a backflow preventive projection 30 for preventing drain of human waste L1 flowing from an upper stage is formed at an upper portion of a waste water inflow port 22a of a lower joint 20, in a manner protruding toward the interior of the pipe, and a leftward inclining surface 30a for generating swirl is formed on an upper surface of the backflow preventive projection 30. <P>COPYRIGHT: (C)2003,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、例えば高層マン
ション等における排水経路において、立て管排水経路に
各階の横枝管を接続するための排水管継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage pipe joint for connecting a lateral branch pipe of each floor to a vertical pipe drainage route in a drainage route of a high-rise apartment, for example.

【0002】[0002]

【従来の技術】従来より、この種の排水管継手には、上
流側の上部継手と下流側の下部継手に二分されたいわゆ
る二体式の排水管継手が提供されている。上部継手には
上流側の立て管と例えば大便器排水用の横枝管が接続さ
れ、下部継手には下流側の立て管と例えば雑排水用の横
枝管が接続される。この二体式継手によれば、上部継手
側の横枝管受け口と下部継手側の横枝管受け口との管軸
回りの相対位置を任意に選択することができるので、現
場に合わせた施工をすることができ、これにより当該排
水管継手の汎用性を高めることができる。なお、この明
細書において、管軸とは、特に断らない限り立て管の管
軸を言うものとする。
2. Description of the Related Art Conventionally, a drain pipe joint of this type is provided with a so-called two-body type drain pipe joint which is divided into an upper joint on the upstream side and a lower joint on the downstream side. An upstream stand pipe and a horizontal branch pipe for draining a toilet, for example, are connected to the upper joint, and a downstream stand pipe and a horizontal branch pipe for, for example, miscellaneous draining are connected to the lower joint. According to this two-body joint, the relative position around the pipe axis of the upper branch side horizontal branch pipe receiving port and the lower joint side horizontal branch pipe receiving port can be arbitrarily selected, so construction is performed according to the site. Therefore, the versatility of the drainage pipe joint can be improved. In addition, in this specification, the tube axis refers to the tube axis of a vertical pipe unless otherwise specified.

【0003】ところが、この二体式継手にあっては、上
記したように上部継手側に大便器排水用の横枝管を接続
し、下部継手側に雑排水用の横枝管を接続する場合に、
大便器排水用の横枝管受け口の対向側に雑排水用の横枝
管受け口を位置させると、流入した大便器排水が対向側
の横枝管受け口を経て雑排水用の横枝管内に逆流する問
題が発生する。このため、上流側の横枝管受け口の対向
側に下流側の横枝管受け口を位置させる施工形態は、一
般的には避けられている。しかしながら、場合によって
はこのような施工形態が要求される場合もあり、この場
合には上記逆流の問題を解消する必要がある。従来、こ
の逆流の問題を解消するため、例えば特開平9−273
197号公報に開示されているように、雑排水用横枝管
受け口の管内壁面側の開口部に逆流防止用の壁部を設け
る技術が知られている。この逆流防止壁部によれば、上
流側から流入した大便器排水が該逆流防止壁部に衝突し
て下流側の横枝管内に逆流することが防止される。
However, in this two-body type joint, as described above, when the horizontal branch pipe for draining the toilet bowl is connected to the upper joint side and the horizontal branch pipe for miscellaneous drainage is connected to the lower joint side. ,
When the side branch pipe outlet for miscellaneous drainage is positioned on the opposite side of the side branch pipe outlet for toilet drainage, the inflowing toilet flush flows back into the side branch pipe for miscellaneous drainage through the side branch pipe outlet on the opposite side. Problem occurs. Therefore, a construction mode in which the downstream side branch pipe receiving port is located on the side opposite to the upstream side branch pipe receiving port is generally avoided. However, such a construction form may be required in some cases, and in this case, it is necessary to solve the above-mentioned problem of backflow. Conventionally, in order to solve this backflow problem, for example, Japanese Patent Laid-Open No. 9-273
As disclosed in Japanese Laid-Open Patent Publication No. 197, there is known a technique of providing a wall portion for preventing backflow at an opening portion of a side branch pipe receiving port for miscellaneous wastewater on a pipe inner wall surface side. According to the backflow prevention wall portion, it is possible to prevent the toilet drainage flowing from the upstream side from colliding with the backflow prevention wall portion and flowing back into the lateral branch pipe on the downstream side.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記従
来の逆流防止壁部は、当該排水管継手とは別体で用意し
た円環形状支持管部の内周側に設けられており、該支持
管部を上部継手と下部継手との間に介装することにより
逆流防止壁部を下流側の横枝管受け口の上方に位置させ
る構成となっていた。このように、従来の逆流防止壁部
は、別体で用意したものを施工時に上部継手と下部継手
との間に組み込む必要があったので、施工時に手間がか
かる問題があった。そこで、本発明では、施工時に手間
がかからず、下流側の横枝管受け口への逆流を防止でき
る二体式の排水管継手を提供することを目的とする。
However, the above-mentioned conventional backflow prevention wall portion is provided on the inner peripheral side of the annular support pipe portion prepared separately from the drain pipe joint, and the support pipe is provided. By interposing the portion between the upper joint and the lower joint, the backflow prevention wall portion is positioned above the lateral branch pipe receiving port on the downstream side. As described above, the conventional backflow prevention wall portion needs to be separately prepared and incorporated between the upper joint and the lower joint at the time of construction. Therefore, it is an object of the present invention to provide a two-body type drain pipe joint that requires no trouble during construction and can prevent backflow to the lateral branch pipe receiving port on the downstream side.

【0005】[0005]

【課題を解決するための手段】このため、本発明は、前
記各請求項に記載した構成の排水管継手とした。請求項
1記載の排水管継手によれば、上段側の横枝管を接続す
る受け口の対向側に下段側の横枝管を接続する受け口が
位置する状態に上部継手と下部継手を接続した場合に、
上段側の横枝管から流入した例えば大便器排水が管内流
入後対向面側の逆流防止凸部に衝突し、これにより該大
便器排水が下段側の横枝管に逆流することが防止され
る。逆流防止凸部に衝突した大便器排水の流れは、該逆
流防止凸部の傾斜面により管内壁面に沿った流れに変化
し、これにより該排水は管内壁面に沿ってスムーズに流
下する。このように、下部継手側の横枝管受け口への排
水の逆流を防止するための逆流防止凸部が下部継手の内
周面に一体に設けられているので、前記従来のような施
工の手間をかけることなく下流側の横枝管受け口への排
水の逆流を防止することができる。請求項2記載の排水
管継手によれば、上記作用効果に加えて逆流防止凸部に
衝突した後管内壁面に沿って流れる排水を効率よく旋回
ガイドに載せることができ、これにより確実に旋回流を
発生させて管軸に沿った空気芯(大気に連通した空洞
部)を維持することができる。
For this reason, the present invention provides a drainage pipe joint having the construction described in the respective claims. According to the drain pipe joint of claim 1, when the upper joint and the lower joint are connected in a state in which the receiving port for connecting the lower lateral branch pipe is located on the side opposite to the receiving port for connecting the upper lateral pipe. To
For example, urinal drainage flowing from the upper side branch pipe collides with the backflow prevention convex portion on the opposite surface side after flowing into the pipe, thereby preventing the urinal drainage from flowing back to the lower side branch pipe. . The flow of the toilet drainage that has collided with the backflow prevention protrusion changes into a flow along the pipe inner wall surface due to the inclined surface of the backflow prevention protrusion, whereby the drainage smoothly flows down along the pipe inner wall surface. In this way, since the backflow preventing convex portion for preventing the backflow of the drainage to the lateral branch pipe receiving port on the lower joint side is integrally provided on the inner peripheral surface of the lower joint, the labor of the conventional construction is reduced. It is possible to prevent the backflow of the drainage to the lateral branch pipe receiving port on the downstream side without applying the pressure. According to the drainage pipe joint of the second aspect, in addition to the above-described function and effect, the drainage flowing along the inner wall surface of the rear pipe after colliding with the backflow preventing convex portion can be efficiently placed on the swivel guide, and thereby the swirling flow can be reliably performed. Can be generated to maintain an air core (a cavity communicating with the atmosphere) along the tube axis.

【0006】請求項3記載の排水管継手によれば、上記
作用効果に加えて上段側の横枝管を経て管継手内部に流
入した排水が逆流防止凸部に衝突することにより該排水
に反時計回り方向の旋回流が与えられ、これにより該排
水の下段側の横枝管への逆流が防止されるとともに該排
水をスムーズに流下させることができる。請求項4記載
の排水管継手によれば、上記作用効果に加えて上段側の
横枝管を経て管継手内部に流入した排水が逆流防止凸部
に衝突することにより流下方向左右に分岐されて、下段
側の横枝管への逆流が防止されるとともに、反時計回り
方向の旋回流と時計回り方向の旋回が発生して該排水が
スムーズに流下される。請求項5記載の排水管継手によ
れば、上記作用効果に加えて上段側の横枝管を経て管継
手内部に流入した排水が逆流防止凸部に衝突して、下段
側の横枝管への逆流が防止されるとともに、流入した排
水の流下方向が当該管継手の管中心側に向かう流れに変
化し、これにより該排水がスムーズに流下する。
According to the drainage pipe joint of the third aspect, in addition to the above-mentioned effects, the drainage flown into the pipe joint through the upper lateral branch pipe collides with the backflow preventing convex portion, so that the drainage pipe is counteracted. A clockwise swirling flow is provided, which prevents backflow to the lateral branch pipe on the lower side of the drainage and allows the drainage to flow down smoothly. According to the drain pipe joint of claim 4, in addition to the above-described function and effect, the drainage flowing into the pipe joint through the upper side branch pipe collides with the backflow preventing convex portion and is branched leftward and rightward. The backflow to the lower side branch pipe is prevented, and a counterclockwise swirling flow and a clockwise swirling occur to smoothly flow down the drainage. According to the drainage pipe joint of claim 5, in addition to the above-described effects, the drainage flowing into the pipe joint through the horizontal branch pipe on the upper stage side collides with the backflow preventing convex portion to the horizontal branch pipe on the lower stage side. The reverse flow is prevented, and the flow direction of the inflowing drainage changes to the flow toward the pipe center side of the pipe joint, whereby the drainage smoothly flows down.

【0007】請求項6記載の排水管継手によれば、下段
側の横枝管受け口の開口部に逆流防止部が設けられてい
るので、上段側の横枝管から流入した排水が下段側の横
枝管受け口に逆流することが防止される。下段側の横枝
管受け口は下流側の継手本体とは別体で用意され、例え
ば当該排水管継手の施工時等の必要時に、継手本体に取
り付けられる。逆流防止部は、この下段側の横枝管受け
口に設けられている。このため、下流側の下部継手の継
手本体に横枝管受け口を取り付ければ、特に逆流防止部
について施工を行うことなく、当該逆流防止部を機能さ
せることができ、従って従来のような逆流防止部につい
て施工の手間を掛けることなく下流側の横枝管受け口へ
の排水の逆流を防止することができる。請求項7記載の
排水管継手によれば、上記作用効果に加えて上段側の横
枝管から流入した排水が逆流防止部に衝突することによ
り排水を流下方向左方または右方または管中心側にスム
ーズに流すことができる。請求項8記載の排水管継手に
よれば、継手本体に対して横枝管受け口をその管軸回り
の位置に関して確実に正しい位置に取り付けることがで
きるので、作業者による取り付けミスを回避して、逆流
防止部の機能を確実に発揮させることができる。
According to the drainage pipe joint of the sixth aspect, since the backflow preventing portion is provided at the opening of the horizontal branch pipe receiving port on the lower stage side, the drainage flowing from the horizontal branch pipe on the upper stage side is on the lower stage side. Backflow to the side-branch receptacle is prevented. The lower side branch pipe receiving port is prepared separately from the downstream joint body, and is attached to the joint body when necessary, for example, when constructing the drainage pipe joint. The backflow prevention portion is provided at the lower lateral branch pipe receiving port. Therefore, if the lateral branch pipe receiving port is attached to the joint body of the lower joint on the downstream side, the backflow prevention portion can be made to function without performing any particular work on the backflow prevention portion. Regarding the above, it is possible to prevent the backflow of drainage to the lateral branch pipe receiving port on the downstream side without taking the trouble of construction. According to the drainage pipe joint of claim 7, in addition to the above-described effects, the drainage flown from the upper lateral branch pipe collides with the backflow prevention portion, so that the drainage flows leftward or rightward or the pipe center side. It can be drained smoothly. According to the drainage pipe joint of claim 8, since the lateral branch pipe receiving port can be surely attached to the joint main body at a correct position with respect to the position around the pipe axis, an attaching mistake by an operator can be avoided. The function of the backflow prevention unit can be reliably exerted.

【0008】[0008]

【発明の実施の形態】次に、本発明の第1実施形態を図
1〜図5に基づいて説明する。図1は、第1実施形態の
排水管継手1を示している。この排水管継手1は、いわ
ゆる二体式の管継手であり、相互に接続される上流側の
上部継手10と下流側の下部継手20を備えている。上
部継手10は、上流側の立て管2を接続するための上部
接続部11と、上段側の横枝管4を接続するための横枝
管受け口12を備えている。下部継手20は、下流側の
立て管3を接続するための下部接続部21と、下段側の
横枝管5を接続するための横枝管受け口22を備えてい
る。
BEST MODE FOR CARRYING OUT THE INVENTION Next, a first embodiment of the present invention will be described with reference to FIGS. FIG. 1 shows a drainage pipe joint 1 of the first embodiment. The drainage pipe joint 1 is a so-called two-body pipe joint, and includes an upstream side upper joint 10 and a downstream side lower joint 20 which are connected to each other. The upper joint 10 includes an upper connecting portion 11 for connecting the upstream side standpipe 2 and a horizontal branch pipe receiving port 12 for connecting the upper side branch pipe 4. The lower joint 20 includes a lower connecting portion 21 for connecting the vertical pipe 3 on the downstream side and a horizontal branch pipe receiving port 22 for connecting the horizontal pipe 5 on the lower stage side.

【0009】上部継手10の下部は、下部継手20の上
部に水密に接続される。図1では、上部継手10と下部
継手20の接合面が矢印L0で示されている。上流側の
立て管2は図示省略したパッキンを介して上部接続部1
1に水密に接続されている。また、下流側の立て管3の
受け口3aに対して下部継手20の下部接続部21が図
示省略したパッキンを介して水密に接続されている。本
実施形態において、上部継手10と下部継手20は、管
軸回りの位置について、横枝管受け口12の対向側に横
枝管受け口22が位置するように接続されている。ま
た、上部継手10に接続した横枝管4は、下部継手20
に接続した横枝管5に対して一段低い位置(管軸方向の
高さが低い位置)に配管されており、横枝管4が特許請
求の範囲に記載した上段側の横枝管に相当し、横枝管5
が下段側の横枝管に相当する。上部継手10の横枝管受
け口12には、同じく図示省略したパッキンを介して横
枝管4が水密に接続されている。この横枝管4は、大便
器(図示省略)に接続されている。従って、この横枝管
4を経て排水管継手1の内部には大便器排水が流入す
る。大便器排水の流れが図1において白抜きの矢印L1
で示されている。下部継手20の横枝管受け口22に
は、図示省略したパッキンを介して横枝管5が水密に接
続されている。この横枝管5を経て下部継手20内に
は、台所の流し台あるいは浴室のバスタブ等からのいわ
ゆる雑排水が流れ込む。
The lower portion of the upper joint 10 is watertightly connected to the upper portion of the lower joint 20. In FIG. 1, the joint surface between the upper joint 10 and the lower joint 20 is indicated by an arrow L0. The standpipe 2 on the upstream side is connected to the upper connecting portion 1 via a packing (not shown).
1 is connected in a watertight manner. Further, the lower connecting portion 21 of the lower joint 20 is watertightly connected to the receiving port 3a of the vertical pipe 3 on the downstream side via a packing (not shown). In the present embodiment, the upper joint 10 and the lower joint 20 are connected so that the lateral branch pipe receiving port 22 is located on the opposite side of the lateral branch pipe receiving port 12 with respect to the position around the pipe axis. Further, the lateral branch pipe 4 connected to the upper joint 10 is connected to the lower joint 20.
Is arranged at a position one step lower than the horizontal branch pipe 5 connected to (the position where the height in the pipe axis direction is low), and the horizontal branch pipe 4 corresponds to the horizontal branch pipe on the upper stage side described in the claims. And branch pipe 5
Corresponds to the horizontal branch pipe on the lower stage side. The lateral branch pipe 4 is watertightly connected to the lateral branch pipe receiving port 12 of the upper joint 10 via a packing (not shown). The lateral branch pipe 4 is connected to a toilet bowl (not shown). Therefore, the toilet drainage flows into the drainage pipe joint 1 through the lateral branch pipe 4. The flow of waste water from the toilet bowl is indicated by the white arrow L1 in FIG.
Indicated by. The lateral branch pipe 5 is watertightly connected to the lateral branch pipe receiving port 22 of the lower joint 20 via a packing (not shown). So-called sewage from a kitchen sink or a bathtub in a bathroom flows into the lower joint 20 through the lateral branch pipe 5.

【0010】次に、下部継手20の内壁面には、逆流防
止凸部30が一体に形成されている。この逆流防止凸部
30は、横枝管受け口22の管内壁面側の開口部22a
の上側であって、大便器排水の開口部22aへの逆流を
防止し得る位置に設けられている。この逆流防止凸部3
0は、図2に示すように管内壁面の円弧形状に沿って管
内方へ張り出し状に形成されており、略平板形状の左傾
斜面30aを備えている。この左傾斜面30aは、管中
心側から見て左側に下る方向(平面的に見て(図1にお
いて矢印H方向から見て、以下同じ)反時計回り方向に
下る方向)に傾斜している。このため、逆流防止凸部3
0の左傾斜面30aに衝突した大便器排水は、平面的に
見て反時計回り方向に旋回しつつ管内壁面に沿って流さ
れる。この段階の大便器排水の流れが図において白抜き
の矢印L2で示されている。また、左傾斜面30aは、
管中心側に下る方向にも僅かな角度で傾斜している。
Next, a backflow preventing convex portion 30 is integrally formed on the inner wall surface of the lower joint 20. The backflow preventing convex portion 30 has an opening 22a on the pipe inner wall surface side of the lateral branch pipe receiving port 22.
It is provided on the upper side of the above and at a position where it is possible to prevent the backflow of the toilet drainage into the opening 22a. This backflow prevention convex portion 3
As shown in FIG. 2, 0 is formed so as to project inward of the pipe along the arcuate shape of the inner wall surface of the pipe, and has a substantially flat plate-shaped left inclined surface 30a. The left inclined surface 30a is inclined in a direction that descends to the left when viewed from the center side of the pipe (a direction that descends in a counterclockwise direction when seen in a plan view (the same applies in the direction of the arrow H in FIG. 1). Therefore, the backflow prevention convex portion 3
The toilet drainage that collides with the left-side inclined surface 30a of 0 is flown along the inner wall surface of the pipe while turning counterclockwise when viewed in plan. The flow of the toilet effluent at this stage is shown by a white arrow L2 in the figure. Further, the left inclined surface 30a is
It also inclines at a slight angle in the direction toward the center of the pipe.

【0011】次に、下部継手20の下流側半分の範囲に
は、下流側ほど径が小さくなる方向に傾斜したテーパ管
部20aが形成されている。このテーパ管部20aの下
部に下部接続部21が連続して形成されている。このテ
ーパ管部20aの内面側には、2つの旋回ガイド23,
24が相互に対向して形成されている。両旋回ガイド2
3,24も、それぞれ上記逆流防止凸部30と同様、反
時計回り方向に下る方向に傾斜している。また、この両
旋回ガイド23,24の上面も、管中心側に僅かな角度
で傾斜している。また、図3に示すように当該下部継手
20の管軸回りの位置に関して、両旋回ガイド23,2
4の間に上記逆流防止凸部30が位置するよう、当該両
旋回ガイド23,24の管軸回りの位置が設定されてい
る。
Next, a taper pipe portion 20a is formed in the range of the downstream half of the lower joint 20, the taper pipe portion 20a being inclined in a direction in which the diameter becomes smaller toward the downstream side. A lower connecting portion 21 is continuously formed below the tapered pipe portion 20a. On the inner surface side of the taper pipe portion 20a, two turning guides 23,
24 are formed to face each other. Both turning guides 2
Similarly to the backflow preventing convex portion 30, the reference numerals 3 and 24 are also inclined in the counterclockwise downward direction. Further, the upper surfaces of the two turning guides 23 and 24 are also inclined at a slight angle toward the center of the pipe. Further, as shown in FIG. 3, with respect to the position of the lower joint 20 around the pipe axis, both the turning guides 23, 2
The positions of the two swivel guides 23 and 24 around the tube axis are set so that the backflow preventing convex portion 30 is located between the two.

【0012】以上のように構成した第1実施形態の排水
管継手1によれば、上段側の横枝管4から流入した大便
器排水は、管軸回りに対向して配置された逆流防止凸部
30に衝突する。この逆流防止凸部30は、横枝管受け
口22の管内壁面側の開口部22aの上側に張り出し状
に形成されている。このため、横枝管4を経て流入した
大便器排水の開口部22aひいては横枝管5への逆流が
防止される。また、第1実施形態の逆流防止凸部30
は、管内壁面に一体に形成されているので、従来のよう
に施工時に、別体で用意したものを上部継手と下部継手
との間に組み込む作業を省略することができ、この点で
従来のよりも施工時の作業効率を高めることができる。
According to the drainage pipe joint 1 of the first embodiment configured as described above, the toilet drainage flowing in from the horizontal branch pipe 4 on the upper stage side is provided with the backflow preventing projections arranged so as to face each other around the pipe axis. Collide with the unit 30. The backflow preventing convex portion 30 is formed in a protruding shape on the upper side of the opening portion 22a on the pipe inner wall surface side of the lateral branch pipe receiving port 22. Therefore, the backflow of the toilet drainage flowing in through the lateral branch pipe 4 to the opening 22a and thus the lateral branch pipe 5 is prevented. In addition, the backflow prevention convex portion 30 of the first embodiment.
Since it is formed integrally with the inner wall surface of the pipe, it is possible to omit the work of installing a separately prepared one between the upper joint and the lower joint at the time of construction as in the conventional construction. It is possible to improve work efficiency during construction.

【0013】さらに、逆流防止凸部30の左傾斜面30
aが、平面的に見て反時計回り方向に下る方向に傾斜し
ていることにより、図中矢印L2で示すように逆流防止
凸部30に衝突した大便器排水を管内壁面に沿って旋回
させることができ、これにより排水をスムーズに流下さ
せることができる。また、逆流防止凸部30により上段
側の横枝管4から流入する大便器排水および上流側の立
て管2から流入する立て管排水の水膜によって開口部2
2aが閉塞されることが防止されるので、横枝管5から
の雑排水の流入がスムーズに行われ、これにより横枝管
5内の圧力変動を抑制して各種排水器具のトラップ封水
の破封を防止することができる。また、逆流防止凸部3
0は、管軸回りの位置に関して両旋回ガイド23,24
の間に位置しており、これによっても大便器排水のスム
ーズな流下を促進することができる。
Further, the left inclined surface 30 of the backflow preventing convex portion 30.
Since a is inclined in the counterclockwise downward direction when viewed two-dimensionally, the toilet bowl drainage that has collided with the backflow preventing convex portion 30 is swung along the pipe inner wall surface as shown by an arrow L2 in the figure. Therefore, the drainage can smoothly flow down. In addition, the backflow prevention convex portion 30 causes the water film of the toilet drainage flowing in from the upper side lateral branch pipe 4 and the vertical pipe drainage flowing in from the upstream side vertical pipe 2 to form the opening 2
Since 2a is prevented from being blocked, the miscellaneous wastewater from the lateral branch pipe 5 smoothly flows in, thereby suppressing the pressure fluctuation in the lateral branch pipe 5 and trapping water of various drainage devices. Breaking can be prevented. In addition, the backflow prevention convex portion 3
0 indicates both turning guides 23, 24 with respect to the position around the pipe axis.
It is located between the two, which also facilitates the smooth flow of toilet bowl drainage.

【0014】以上説明した第1実施形態には種々変更を
加えることができる。例えば、逆流防止凸部30は管中
心側から見て左側にのみ傾斜する左傾斜面30aを有す
る構成を例示したが、これに代えて図4に示すようにほ
ぼへの字形に屈曲した逆流防止凸部31を設けてもよ
い。この逆流防止凸部31は、管中心側から見て左側に
傾斜する左傾斜面31aと右側に傾斜する右傾斜面31
bを有している。なお、両傾斜面31a,31bも管中
心側に僅かな角度で下る方向に傾斜している。また、こ
の逆流防止凸部31は、横枝管受け口22の管内壁面側
の開口部22aの上側に一体に設けられている点は、前
記逆流凸部30と同様である。このへの字形の逆流防止
凸部31によれば、上段側の横枝管4を経て流入した大
便器排水が開口部22aを経て下段側の横枝管5内に逆
流することが防止されるとともに、大便器排水および立
て管排水の水膜が左右の傾斜面31a,31bによって
流下方向左右に分岐されて開口部22aの閉塞が防止さ
れ、これにより横枝管5内の圧力変動を抑制して各種排
水器具のトラップ封水の破封を防止することができる。
Various modifications can be added to the first embodiment described above. For example, the backflow prevention convex portion 30 has the left inclined surface 30a inclined only to the left side when viewed from the center side of the pipe, but instead, the backflow prevention convex portion 30 is bent in a substantially V shape as shown in FIG. The part 31 may be provided. The backflow preventing convex portion 31 includes a left inclined surface 31a that inclines to the left and a right inclined surface 31 that inclines to the right when viewed from the center side of the pipe.
b. Both the inclined surfaces 31a and 31b are also inclined toward the center of the pipe in a direction descending at a slight angle. Further, this backflow preventing convex portion 31 is similar to the backflow convex portion 30 in that it is integrally provided on the upper side of the opening 22a on the pipe inner wall surface side of the lateral branch pipe receiving port 22. The inverted V-shaped backflow preventing convex portion 31 prevents the toilet drainage that has flowed in through the upper side branch pipe 4 from flowing back into the lower side branch pipe 5 through the opening 22a. At the same time, the water films of the toilet bowl drainage and the vertical pipe drainage are branched leftward and rightward by the left and right inclined surfaces 31a and 31b to prevent the opening 22a from being blocked, thereby suppressing the pressure fluctuation in the lateral branch pipe 5. Therefore, it is possible to prevent breakage of trap sealing water of various drainage devices.

【0015】また、上記逆流防止凸部30,31に代え
て図5に示すような逆流防止凸部32を用いてもよい。
この逆流防止凸部32も、横枝管受け口22の管内壁面
側の開口部22aの上側に一体に形成されている。ま
た、この逆流防止凸部32の上面32aは、前記逆流防
止凸部30,31の左右傾斜面30a,31a,31b
とは異なって管内壁面に沿って傾斜しておらず、庇のよ
うに管中心側に僅かな角度で下る方向に傾斜している。
この逆流防止凸部32によれば、上段側の横枝管4から
流入した大便器排水が衝突して管中心側に流されるの
で、開口部22aを経て下段側の横枝管5に逆流するこ
とが防止される。
Further, in place of the backflow preventing projections 30 and 31, a backflow preventing projection 32 as shown in FIG. 5 may be used.
The backflow prevention convex portion 32 is also integrally formed on the upper side of the opening 22a on the inner wall surface side of the lateral branch pipe receiving port 22. Further, the upper surface 32a of the backflow prevention convex portion 32 has the left and right inclined surfaces 30a, 31a, 31b of the backflow prevention convex portions 30, 31.
Unlike the above, it does not incline along the inner wall surface of the tube, but it inclines downward at a slight angle to the tube center side like an eaves.
According to this backflow prevention convex portion 32, the toilet effluent drainage flowing from the upper side lateral branch pipe 4 collides and flows toward the pipe center side, and therefore flows back to the lower side lateral branch pipe 5 through the opening 22a. Is prevented.

【0016】さらに、以上説明した第1実施形態の排水
管継手1では、逆流防止凸部30が下部継手20の内周
面に一体に設けられた構成を例示したが、下部継手とは
別体の逆流防止部44とすることもできる。図6には、
別体式の逆流防止凸部44を備えた第2実施形態の排水
管継手40が示されている。この第2実施形態の排水管
継手40は、下流側の下部継手41における横枝管受け
口42の構成が前記第1実施形態とは異なっており、そ
の他の構成および上部継手10の構成については前記第
1実施形態と同様であるので、同位の符号を用いてその
説明を省略する。図6に示すように第2実施形態の下部
継手41における横枝管受け口42は、継手本体43と
は別体で製作されている。継手本体43の胴部であっ
て、第1実施形態における横枝管受け口22が設けられ
た位置に相当する部位には、上記別体式の横枝管受け口
42を装着するための装着孔43aが貫通して形成され
ている。この装着孔43aを介して横枝管受け口42が
下部継手41の側部に取り付けられる。
Further, in the drainage pipe joint 1 of the first embodiment described above, the backflow preventing convex portion 30 is integrally provided on the inner peripheral surface of the lower joint 20, but it is separate from the lower joint. The backflow prevention unit 44 can also be used. In Figure 6,
The drainage pipe joint 40 of the second embodiment including the separate type backflow preventing convex portion 44 is shown. The drainage pipe joint 40 of the second embodiment is different from the first embodiment in the configuration of the lateral branch pipe receiving port 42 in the lower joint 41 on the downstream side, and other configurations and the configuration of the upper joint 10 are as described above. Since it is similar to the first embodiment, the same reference numerals are used and the description thereof is omitted. As shown in FIG. 6, the lateral branch pipe receiving port 42 in the lower joint 41 of the second embodiment is manufactured separately from the joint body 43. A mounting hole 43a for mounting the separate lateral branch pipe receiving port 42 is provided in the body portion of the joint body 43 corresponding to the position where the lateral branch pipe receiving port 22 in the first embodiment is provided. It is formed to penetrate. The lateral branch pipe receiving port 42 is attached to the side portion of the lower joint 41 through the mounting hole 43a.

【0017】図7にはこの横枝管受け口42が単独で示
されている。この横枝管受け口42は、継手本体43の
外面に当接させるフランジ部42aを備えている。この
フランジ部42aの内面側(継手本体43の外面に当接
する側)にはボス部42bが形成されている。このボス
部42bは、継手本体43の装着孔43aにほぼ隙間な
く挿入可能な径で形成されている。このボス部42bの
端面(管内方側の平坦面)には、横枝管排水が流出する
管内壁面側の開口部42cが設けられている。また、こ
のボス部42bの端面には、上記開口部42cの上側半
分ほどを覆うように逆流防止壁部44が一体に形成され
ている。この逆流防止壁部44は、図示するように中空
の球体を四等分した球面形状を有しており、ボス部42
bの上側半周の範囲に沿って管内方へ張り出し状に設け
られている。フランジ部42aの内面側の上部には、位
置決め用の嵌合部42dが管継手外面側に突き出すよう
に設けられている。この嵌合部42dは、フランジ部4
2aを継手本体43の外面に当接させると、継手本体4
3の外面に形成した嵌合凹部(図示省略)に嵌め込ま
れ、これによってフランジ部42aひいては当該横枝管
受け口42の継手本体43に対する位置であって、横枝
管受け口42の管軸回り(後述する接続管部47の管軸
回り)の位置決めがなされる。この嵌合部42dが、請
求項8に記載した位置決めをするための手段の一実施形
態に相当する。また、フランジ部42aの4角部には、
ボルト止め用の挿通孔が形成されている。この各挿通孔
42e〜42eにそれぞれ挿通したボルト45を継手本
体43に締め込むことにより当該横枝管受け口42が継
手本体43に固定される。
FIG. 7 shows the lateral branch pipe receiving port 42 alone. The lateral branch pipe receiving port 42 includes a flange portion 42 a that abuts on the outer surface of the joint body 43. A boss portion 42b is formed on the inner surface side of the flange portion 42a (the side that contacts the outer surface of the joint body 43). The boss portion 42b is formed with a diameter that allows the boss portion 42b to be inserted into the mounting hole 43a of the joint body 43 with almost no gap. The end surface (flat surface on the inner side of the pipe) of the boss portion 42b is provided with an opening 42c on the pipe inner wall surface side through which the lateral branch pipe drainage flows. Further, a backflow preventing wall portion 44 is integrally formed on the end surface of the boss portion 42b so as to cover the upper half of the opening portion 42c. The backflow prevention wall portion 44 has a spherical shape obtained by dividing a hollow sphere into four equal parts, as shown in the figure, and has a boss portion 42.
It is provided so as to project inward of the pipe along the upper half circumference of b. A fitting portion 42d for positioning is provided on an upper portion on the inner surface side of the flange portion 42a so as to project to the outer surface side of the pipe joint. The fitting portion 42d is provided on the flange portion 4
When 2a is brought into contact with the outer surface of the joint body 43, the joint body 4
3 is fitted into a fitting recess (not shown) formed on the outer surface of the lateral branch pipe 42, and thus the flange portion 42a, and thus the position of the lateral branch pipe receiving port 42 with respect to the joint body 43, around the pipe axis of the lateral branch pipe receiving port 42 (described later). Around the pipe axis of the connecting pipe portion 47 to be positioned. The fitting portion 42d corresponds to one embodiment of the positioning means described in claim 8. In addition, in the four corners of the flange portion 42a,
An insertion hole for bolting is formed. The horizontal branch pipe receiving port 42 is fixed to the joint body 43 by tightening the bolts 45 inserted into the respective insertion holes 42e to 42e into the joint body 43.

【0018】次に、フランジ部42aの外面側(ボス部
42bとは反対側)には、接続管部47が形成されてい
る。この接続管部47は上記開口部42cに連通してい
る。この接続管部47の後端部には袋ナット48が取り
付けられている。この袋ナット48の内周側を経て接続
管部47に横枝管5が挿入され、この挿入状態で袋ナッ
ト48を接続管部47に対して締め込むと、その内周側
に装着したパッキンが横枝管5の外周面に押し付けられ
て横枝管5が接続管部47に水密に接続される。このよ
うに構成された別体式の横枝管受け口42は、当該排水
管継手40の施工時あるいはその前後に下部継手41に
取り付けられる。排水管継手40の施工は、上部継手1
0と下部継手41を相互に接続した状態でコンクリート
スラブに固定することにより行われる。上部継手10と
下部継手41は、その管軸回りの相対位置について、上
段側の横枝管受け口12と下段側の横枝管受け口42
(装着孔43a)が相互に対向する位置となるように接
続される。横枝管受け口42の継手本体43への取り付
けにあたっては、嵌合部42dを継手本体43の嵌合凹
部に挿入した状態でフランジ部42aを継手本体43に
対してボルト45〜45により固定する。この取り付け
状態では、フランジ部42aと継手本体43の外面との
間に、漏水防止用のパッキン46が挟み込まれる。ま
た、この取り付け状態では、ボス部42bが継手本体4
3の装着孔43aに挿入され、逆流防止部44が開口部
42cの上側に位置して開口部42cの上側を遮蔽した
状態となる。このため、上部継手10側の横枝管4から
流入した排水が逆流防止部44に衝突することにより、
下部継手41側の横枝管受け口42ひいては横枝管5に
上段側から流入した排水が逆流することが防止される。
Next, a connecting pipe portion 47 is formed on the outer surface side of the flange portion 42a (opposite to the boss portion 42b). The connecting pipe portion 47 communicates with the opening 42c. A cap nut 48 is attached to the rear end of the connecting pipe portion 47. The lateral branch pipe 5 is inserted into the connecting pipe portion 47 via the inner peripheral side of the cap nut 48, and when the cap nut 48 is tightened with respect to the connecting pipe portion 47 in this inserted state, the packing attached to the inner peripheral side thereof. Is pressed against the outer peripheral surface of the lateral branch pipe 5, and the lateral branch pipe 5 is water-tightly connected to the connecting pipe portion 47. The separate side branch pipe receiving port 42 configured as described above is attached to the lower joint 41 at the time of construction of the drainage pipe joint 40 or before and after the construction. The construction of the drainage pipe joint 40 is the upper joint 1
0 and the lower joint 41 are connected to each other and fixed to the concrete slab. Regarding the relative positions of the upper joint 10 and the lower joint 41 around the pipe axis, the upper branch side horizontal branch pipe receiving port 12 and the lower stage side horizontal branch pipe receiving port 42 are arranged.
The (mounting holes 43a) are connected to each other so as to face each other. When the lateral branch pipe receiving port 42 is attached to the joint body 43, the flange portion 42a is fixed to the joint body 43 with bolts 45 to 45 with the fitting portion 42d inserted in the fitting recess of the joint body 43. In this attached state, the packing 46 for preventing water leakage is sandwiched between the flange portion 42a and the outer surface of the joint body 43. Further, in this attached state, the boss portion 42b is attached to the joint body 4
The backflow prevention portion 44 is located above the opening 42c and shields the upper side of the opening 42c. Therefore, the drainage flowing from the lateral branch pipe 4 on the upper joint 10 side collides with the backflow prevention portion 44,
It is possible to prevent the drainage flowing from the upper stage side into the lateral branch pipe receiving port 42 on the lower joint 41 side and further to the lateral branch pipe 5 from flowing backward.

【0019】このように、上段側の横枝管4から流入し
た排水が下段側の横枝管5に逆流することを防止するた
めの逆流防止部44が、下部継手41の継手本体43と
は別体で用意された横枝管受け口42に一体に設けられ
ているので、継手本体43に対して横枝管受け口42を
取り付ければ、逆流防止部44が下段側横枝管5の注入
口(開口部42c)の上側を遮蔽する位置に位置し、こ
れにより逆流防止機能を発揮する状態となる。このこと
から、第2実施形態の排水管継手40によれば、従来の
ように逆流防止部材を取り付けるための特別の手間を掛
けることなく下段側の横枝管5の排水の逆流を防止する
ことができる。この第2実施形態にも様々な変更を加え
ることができる。例えば、中空球体を四分割した形状に
相当する逆流防止部44を例示したが、この逆流防止部
の割り球形状については、必要に応じて三分割あるいは
五分割以上の割り球形状としてもよい。また、横枝管受
け口42の接続管部47に対する横枝管5の接続方式に
ついて、袋ナット48を締め込んでパッキンを押し付け
ることにより横枝管5を水密に接続するいわゆる袋ナッ
ト式を例示したが、これに代えて接続管部47および横
枝管5にフランジ部を設け、両フランジ部を突き合わせ
てボルト止めすることにより接続する形態、あるいは接
続管部47の内周側に円筒形状のパッキンを装着し、こ
のパッキンの内周側に横枝管5を挿入して接続するいわ
ゆるワンタッチパッキン方式により接続する形態であっ
てもよい。
As described above, the backflow preventing portion 44 for preventing the drainage flowing from the upper side branch pipe 4 from flowing back to the lower side branch pipe 5 is different from the joint body 43 of the lower joint 41. Since it is provided integrally with the side branch pipe receiving port 42 prepared as a separate body, if the side branch pipe receiving port 42 is attached to the joint body 43, the backflow preventing portion 44 causes the backflow preventing portion 44 to It is located at a position that shields the upper side of the opening 42c), and thereby the backflow prevention function is achieved. From this, according to the drainage pipe joint 40 of the second embodiment, it is possible to prevent the backflow of the drainage of the horizontal branch pipe 5 on the lower stage side without taking special trouble for attaching the backflow prevention member as in the conventional case. You can Various modifications can be made to this second embodiment as well. For example, although the backflow prevention portion 44 corresponding to a shape obtained by dividing a hollow sphere into four has been illustrated, the split sphere shape of the backflow prevention portion may be a split sphere shape of three divisions or five or more divisions, if necessary. Further, as a connection method of the lateral branch pipe 5 to the connecting pipe portion 47 of the lateral branch pipe receiving port 42, a so-called cap nut type in which the lateral branch pipe 5 is water-tightly connected by tightening the cap nut 48 and pressing the packing is illustrated. However, instead of this, a flange portion is provided on the connection pipe portion 47 and the lateral branch pipe 5, and the flange portions are butted and connected by bolting, or a cylindrical packing is provided on the inner peripheral side of the connection pipe portion 47. It is also possible to use a so-called one-touch packing method in which the side branch pipe 5 is inserted and connected to the inner peripheral side of the packing.

【0020】さらに、横枝管受け口42をその管軸回り
の位置について継手本体43に位置決めするための手段
として嵌合部42dを設ける構成を例示したが、その他
様々な形態の位置決め手段を用いることができる。例え
ば、図8に示すようにボス部42bの端部を一部を切り
欠いて嵌合部42fを形成する一方、これに対応して前
記継手本体43側の挿入孔43aに内周側に張り出す張
り出し部(図示省略)を設けて、この張り出し部に対し
て上記嵌合部42fを横枝管受け口42の管軸回り方向
に係合させることにより、横枝管受け口をその管軸回り
の位置について継手本体に対して1箇所でのみ取り付け
可能な構成とすることができ、この構成によっても作業
者による取り付けミスを回避して逆流防止部の機能を確
実に発揮させることができる。また、ボス部42bの中
心に対してボルト止め用の挿通孔42e〜42eの位置
を偏芯させることにより、横枝管受け口をその管軸回り
の位置について1箇所でのみ継ぎ手本体43に取り付け
可能な構成とすることができるので、同様の位置決め機
能を得ることができる。
Further, the construction in which the fitting portion 42d is provided as means for positioning the lateral branch pipe receiving port 42 in the joint main body 43 with respect to the position around the pipe axis is exemplified, but other various forms of positioning means are used. You can For example, as shown in FIG. 8, the end portion of the boss portion 42b is partially cut away to form a fitting portion 42f, and correspondingly, the fitting hole 42a on the joint body 43 side is extended to the inner peripheral side. By providing a projecting portion (not shown) for projecting, and engaging the fitting portion 42f with this projecting portion in the direction around the pipe axis of the lateral branch pipe receiving port 42, the lateral branch pipe receiving port is provided around the pipe axis. Regarding the position, the joint main body can be attached only at one place, and also with this constitution, it is possible to avoid the mistaken attachment by the operator and to surely exhibit the function of the backflow preventing portion. Further, by eccentricizing the positions of the insertion holes 42e to 42e for bolting with respect to the center of the boss portion 42b, the lateral branch pipe receiving port can be attached to the joint body 43 at only one position around the pipe axis. Since such a structure can be adopted, a similar positioning function can be obtained.

【0021】また、以上例示した二体式の排水管継手1
では、下段側の横枝管受け口22,42が上段側の横枝
管受け口12の対向側(立て管2,3の管軸回りについ
て相互に180゜の位置)に位置する場合を例示した
が、立て管2,3の管軸回りについて相互に90゜の位
置、あるいはそれ以外の角度(例えば45゜、30゜
等)で位置する場合についても同様に適用できることは
言うまでもない。ここで、前記したように従来の二体式
継手の場合(本願発明に係る逆流防止凸部を有しない場
合)に、大便器排水用の横枝管受け口の対向側に雑排水
用の横枝管受け口を位置させると、流入した大便器排水
が対向側の横枝管受け口を経て雑排水用の横枝管内に逆
流する問題が発生する。この逆流の問題を回避するた
め、従来は例えば上部継手と下部継手との接合部に凹凸
嵌合部を設けておき、施工時に下段側の横枝管受け口が
上段側の横枝管受け口の対向側に位置した状態に誤って
施工されないよう、立て管の管軸回りの相対位置につい
て上部継手と下部継手が一定の関係でのみ接続されるよ
うにする等の対策を施していた。この対策は、例えば下
部継手をコンクリートスラブに直接埋め戻す施工を行う
場合に、施工のやり直しを防止できる点で特に効果的で
あった。また、コンクリートスラブに埋め戻した受け口
に下部継手を接続する形態の施工を行う場合についても
施工ミスを防止できる点で効果的であった。このよう
に、従来二体式の管継手の場合、下段側の横枝管受け口
を上段側の横枝管受け口の対向側に位置させる施工を行
うことは極力避けられ、やむを得ずこのような施工を行
う場合には、前記したように上部継手と下部継手との間
に介装する形式の逆流防止壁部を採用せざるを得なかっ
たのであるが、本願発明に係る逆流防止凸部を設けるこ
とにより施工の手間を省くとともに、上段側の横枝管受
け口の対向側に下段側の横枝管受け口を位置させた場合
の逆流の問題を回避できることから二体式管継手に対す
る横枝管の配管レイアウトの自由度を格段に高めること
ができる。
Further, the two-body type drain pipe joint 1 exemplified above.
In the above, the case where the lower side branch pipe receiving ports 22 and 42 are located on the opposite side of the upper side branch pipe receiving ports 12 (positions of 180 ° with respect to each other about the pipe axes of the vertical pipes 2 and 3) has been exemplified. Needless to say, the same can be applied to the case where the vertical tubes 2 and 3 are positioned at 90 ° with respect to each other about the tube axis or at other angles (for example, 45 °, 30 °, etc.). Here, as described above, in the case of the conventional two-body joint (when the backflow prevention convex portion according to the present invention is not provided), the side branch pipe for miscellaneous drainage is provided on the side opposite to the side branch pipe receiving port for draining the toilet bowl. When the receiving port is located, there arises a problem that the inflowing toilet flush flows back through the opposite side branch pipe receiving port into the miscellaneous drainage side branch pipe. In order to avoid this backflow problem, conventionally, for example, a concavo-convex fitting part is provided at the joint between the upper joint and the lower joint, and the lower horizontal branch pipe inlet is opposed to the upper horizontal pipe inlet at the time of construction. In order not to be erroneously installed in the side position, measures were taken such that the upper joint and the lower joint were connected only in a fixed relationship with respect to the relative position of the vertical pipe around the pipe axis. This measure has been particularly effective in that it is possible to prevent the construction from being redone when the lower joint is directly backfilled in the concrete slab. In addition, it was also effective in preventing construction errors when performing construction in which the lower joint was connected to the receiving port backfilled in the concrete slab. As described above, in the case of the conventional two-body type pipe joint, it is unavoidable to perform the construction in which the horizontal branch pipe receiving port on the lower stage side is located opposite to the horizontal branch pipe receiving port on the upper stage side, which is unavoidable. In this case, it was inevitable to employ the backflow prevention wall portion of the type interposed between the upper joint and the lower joint as described above, but by providing the backflow prevention convex portion according to the present invention, It saves construction work and avoids the problem of backflow when the horizontal branch pipe inlet on the lower stage is located on the opposite side of the horizontal branch pipe inlet on the upper stage side. The degree of freedom can be greatly increased.

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

【図1】本発明の第1実施形態を示す図であって、二体
式の排水管継手の縦断面図である。
FIG. 1 is a view showing a first embodiment of the present invention and is a vertical cross-sectional view of a two-body type drain pipe joint.

【図2】逆流防止凸部を管中心側から見た正面図であ
る。
FIG. 2 is a front view of the backflow preventing projection viewed from the tube center side.

【図3】図1のH矢視図であって、下部継手の平面図で
ある。
FIG. 3 is a view taken in the direction of arrow H in FIG. 1, and is a plan view of the lower joint.

【図4】別形態の逆流防止凸部の正面図である。FIG. 4 is a front view of a backflow preventing convex portion according to another embodiment.

【図5】別形態の逆流防止凸部の正面図である。FIG. 5 is a front view of a backflow preventing convex portion according to another embodiment.

【図6】本発明の第2実施形態を示す図であり、二体式
の排水管継手の縦断面図である。
FIG. 6 is a view showing a second embodiment of the present invention and is a vertical cross-sectional view of a two-piece drain pipe joint.

【図7】本発明の第2実施形態を示す図であり、継手本
体から取り外した状態の下段側の横枝管受け口の斜視図
である。
FIG. 7 is a view showing the second embodiment of the present invention, and is a perspective view of the horizontal branch pipe receiving port on the lower stage side in a state of being removed from the joint body.

【図8】横枝管受け口の継手本体に対する管軸回りの位
置決めについて、別形態の位置決め手段を示す図であ
り、継手本体から取り外した状態の下段側の横枝管受け
口の斜視図である。
FIG. 8 is a view showing a positioning means in another form for positioning the lateral branch pipe receiving port around the pipe body with respect to the joint body, and is a perspective view of the lower lateral branch pipe receiving port removed from the joint body.

【符号の説明】[Explanation of symbols]

1…二体式の排水管継手(第1実施形態) 2…上流側の立て管、3…下流側の立て管 4…上段側の横枝管 5…下段側の横枝管 10…上部継手 12…横枝管受け口 20…下部継手、20a…テーパ管部 22…横枝管受け口、22a…管内壁側の開口部(雑排
水流入口) 23,24…旋回ガイド 30…逆流防止凸部(左傾形)、30a…左傾斜面 31…逆流防止凸部(分流形)、31a…左傾斜面、3
1b…右傾斜面 32…逆流防止凸部(庇形)、32a…上面 L0…上部継手と下部継手の接合面 L1…上段側の横枝管排水の流れ(大便器排水) L2…管内壁面に沿った横枝管排水の流れ 40…二体式の排水管継手(第2実施形態) 41…下部継手 42…横枝管受け口、42d,42f…嵌合部(位置決
め手段) 43…継手本体 44…逆流防止部(割り球形状)
DESCRIPTION OF SYMBOLS 1 ... Two-body type drain pipe joint (1st Embodiment) 2 ... Upstream side stand pipe 3, ... Downstream side stand pipe 4 ... Upper stage side branch pipe 5 ... Lower stage side branch pipe 10 ... Upper joint 12 ... Horizontal branch pipe receiving port 20 ... Lower joint, 20a ... Tapered pipe part 22 ... Horizontal branch pipe receiving port, 22a ... Opening part on pipe inner wall side (miscellaneous drainage inflow port) 23, 24 ... Swirling guide 30 ... Backflow prevention convex part (tilt to the left) Shape), 30a ... Left sloping surface 31 ... Backflow preventing convex portion (diversion type), 31a ... Left sloping surface, 3
1b ... Right inclined surface 32 ... Backflow preventing convex portion (overhanging shape), 32a ... Upper surface L0 ... Joining surface L1 of upper joint and lower joint ... Horizontal side branch pipe drainage flow (toilet bowl drainage) L2 ... Along pipe inner wall surface Side branch pipe drainage flow 40 ... Two-body type drain pipe joint (second embodiment) 41 ... Lower joint 42 ... Side branch pipe receiving port, 42d, 42f ... Fitting portion (positioning means) 43 ... Joint body 44 ... Backflow Prevention part (split sphere shape)

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 相互に接続される上流側の上部継手と下
流側の下部継手を備え、上部継手は、上流側の立て管を
接続するための上部接続部と、上段側の横枝管を接続す
るための横枝管受け口を備え、下部継手は、下流側の立
て管を接続するための下部接続部と、下段側の横枝管を
接続するための横枝管受け口を備え、下部継手の内周面
であって、横枝管受け口の管内壁面側の開口部の上部
に、前記上段側の横枝管から流入した排水が前記下段側
の横枝管に逆流することを防止するための逆流防止凸部
を管内方に張り出して一体に設け、該逆流防止凸部に、
前記上段側の横枝管から流入した排水の流れを管内壁面
に沿った流れに変化させるための傾斜面を設けた排水管
継手。
1. An upstream upper joint and a downstream lower joint that are connected to each other are provided, and the upper joint includes an upper connecting portion for connecting an upstream stand pipe and an upper horizontal branch pipe. The lower joint is provided with a horizontal branch pipe receiving port for connecting, and the lower joint is provided with a lower connecting part for connecting the downstream stand pipe and a horizontal branch pipe receiving port for connecting the lower side horizontal branch pipe. In order to prevent the drainage flowing from the horizontal branch pipe on the upper stage side from flowing back to the horizontal branch pipe on the lower stage side in the inner peripheral surface of the upper branch of the opening on the pipe inner wall surface side of the horizontal branch pipe receiving port. Of the backflow prevention convex portion is provided integrally with the pipe by projecting inwardly of the pipe.
A drainage pipe joint provided with an inclined surface for changing the flow of drainage flowing from the upper lateral pipe into a flow along the inner wall surface of the pipe.
【請求項2】 請求項1記載の排水管継手であって、下
部継手は下流側に至るほど小径になるテーパ管部を有
し、該テーパ管部の内面に流下する排水に管軸回りの旋
回流を与えるための旋回ガイドを相互に対向して設け、
該両旋回ガイドの管軸回りの位置を、該両旋回ガイドの
間に逆流防止凸部が位置することとなる位置に設定した
排水管継手。
2. The drainage pipe joint according to claim 1, wherein the lower joint has a taper pipe portion having a diameter that becomes smaller toward the downstream side, and the drainage flowing down to the inner surface of the taper pipe portion is around the pipe axis. Swirl guides for giving swirl flow are provided facing each other,
A drainage pipe joint in which the positions of the two swivel guides around the pipe axis are set to positions where the backflow preventing convex portions are located between the two swivel guides.
【請求項3】 請求項1または2記載の排水管継手であ
って、逆流防止凸部は管中心側から見て排水を流下方向
左側に屈曲させるための傾斜面を有する排水管継手。
3. The drainage pipe joint according to claim 1, wherein the backflow preventing convex portion has an inclined surface for bending the drainage to the left in the downflow direction when viewed from the pipe center side.
【請求項4】 請求項1または2記載の排水管継手であ
って、逆流防止凸部は管中心側から見て排水を流下方向
左側および右側に分岐するための傾斜面を有する排水管
継手。
4. The drainage pipe joint according to claim 1 or 2, wherein the backflow preventing convex portion has an inclined surface for branching the drainage to the left and right sides in the downflow direction when viewed from the pipe center side.
【請求項5】 相互に接続される上流側の上部継手と下
流側の下部継手を備え、上部継手は、上流側の立て管を
接続するための上部接続部と、上段側の横枝管を接続す
るための横枝管受け口を備え、下部継手は、下流側の立
て管を接続するための下部接続部と、下段側の横枝管を
接続するための横枝管受け口を備え、下部継手の内周面
であって、横枝管受け口の管内壁面側の開口部の上部
に、前記上段側の横枝管から流入した排水の流れを管中
心側に向かう流れに変化させるための傾斜面を有する逆
流防止凸部を一体に設けた排水管継手。
5. An upstream-side upper joint and a downstream-side lower joint that are connected to each other are provided, and the upper joint includes an upper-side connecting portion for connecting the upstream side standpipe and an upper-stage side branch pipe. The lower joint is provided with a horizontal branch pipe receiving port for connecting, and the lower joint is provided with a lower connecting part for connecting the downstream stand pipe and a horizontal branch pipe receiving port for connecting the lower side horizontal branch pipe. Of the inner peripheral surface of the horizontal branch pipe, the inclined surface for changing the flow of the drainage flowing from the horizontal branch pipe on the upper stage side toward the center of the pipe at the upper part of the opening on the pipe inner wall surface side of the horizontal branch pipe receiving port. Drainage pipe joint that is integrally provided with a backflow prevention convex portion having.
【請求項6】 相互に接続される上流側の上部継手と下
流側の下部継手を備え、上部継手は、上流側の立て管を
接続するための上部接続部と、上段側の横枝管を接続す
るための横枝管受け口を備え、下部継手は、下流側の立
て管を接続するための下部接続部を有する継手本体と、
該継手本体とは別体で用意され、必要時に該継手本体に
取り付けて下段側の横枝管を接続する横枝管受け口を備
え、 前記下段側の横枝管を接続する横枝管受け口の管内壁面
側の開口部の上方に、前記上段側の横枝管から流入した
排水が前記開口部を経て下段側の横枝管受け口に逆流す
ることを防止するための逆流防止部を設けた排水管継
手。
6. An upstream-side upper joint and a downstream-side lower joint that are connected to each other are provided, and the upper joint includes an upper-side connecting portion for connecting the upstream side standpipe and an upper-stage side branch pipe. A lower branch joint is provided with a lateral branch pipe receiving port for connecting, and a joint body having a lower connecting portion for connecting the downstream stand pipe,
A horizontal branch pipe receiving port which is prepared separately from the joint main body and which is attached to the joint main body to connect the horizontal branch pipe on the lower stage side when necessary is provided. Drainage provided above the opening on the inner wall surface side of the pipe to prevent backflow of the drainage flowing from the horizontal branch pipe on the upper stage side to the horizontal branch pipe receiving port on the lower stage side through the opening. Pipe fittings.
【請求項7】 請求項6記載の排水管継手であって、逆
流防止部は、中空球体を四分割した割り球形状を有する
排水管継手。
7. The drainage pipe joint according to claim 6, wherein the backflow prevention portion has a split sphere shape obtained by dividing a hollow sphere into four parts.
【請求項8】 請求項6または7記載の排水管継手であ
って、横枝管受け口は、その管軸回りの位置について継
手本体に対する位置決めをするための手段を備えた排水
管継手。
8. The drainage pipe joint according to claim 6 or 7, wherein the lateral branch pipe receiving port is provided with a means for positioning the position around the pipe axis with respect to the joint body.
JP2002101280A 2001-12-04 2002-04-03 Drain pipe joint Pending JP2003232062A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002101280A JP2003232062A (en) 2001-12-04 2002-04-03 Drain pipe joint

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2001370135 2001-12-04
JP2001-370135 2001-12-04
JP2002101280A JP2003232062A (en) 2001-12-04 2002-04-03 Drain pipe joint

Publications (1)

Publication Number Publication Date
JP2003232062A true JP2003232062A (en) 2003-08-19

Family

ID=27790463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002101280A Pending JP2003232062A (en) 2001-12-04 2002-04-03 Drain pipe joint

Country Status (1)

Country Link
JP (1) JP2003232062A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021050594A (en) * 2019-09-18 2021-04-01 積水化学工業株式会社 Pipe joint

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6131539A (en) * 1984-07-24 1986-02-14 株式会社クボタ Drain combined pipe
JPH07127111A (en) * 1993-11-08 1995-05-16 Noriatsu Kojima Connecting structure for drainage pipe
JPH09273197A (en) * 1996-04-08 1997-10-21 Kubota Corp Collective pipe of drain
JPH10183705A (en) * 1996-11-07 1998-07-14 Noriatsu Kojima Correcting pipe joint for draining
JPH1129965A (en) * 1997-07-11 1999-02-02 Noriatsu Kojima Drainage collecting pipe joint
JPH1150501A (en) * 1997-08-01 1999-02-23 Noriatsu Kojima Acceptor for pipe joint
JPH1151277A (en) * 1997-07-31 1999-02-26 Noriatsu Kojima Pipe fitting for drainage collecting pipe
JPH1193232A (en) * 1997-09-19 1999-04-06 Noriatsu Kojima Waste water collecting pipe joint and sublimation pattern to manufacture this pipe joint
JPH11158960A (en) * 1997-11-28 1999-06-15 Kubota Corp Drain manifold
JP2001026956A (en) * 1999-07-16 2001-01-30 Noriatsu Kojima Drain pipe joint
JP2001227019A (en) * 2000-02-15 2001-08-24 Kubota Corp Drain pipe member

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6131539A (en) * 1984-07-24 1986-02-14 株式会社クボタ Drain combined pipe
JPH07127111A (en) * 1993-11-08 1995-05-16 Noriatsu Kojima Connecting structure for drainage pipe
JPH09273197A (en) * 1996-04-08 1997-10-21 Kubota Corp Collective pipe of drain
JPH10183705A (en) * 1996-11-07 1998-07-14 Noriatsu Kojima Correcting pipe joint for draining
JPH1129965A (en) * 1997-07-11 1999-02-02 Noriatsu Kojima Drainage collecting pipe joint
JPH1151277A (en) * 1997-07-31 1999-02-26 Noriatsu Kojima Pipe fitting for drainage collecting pipe
JPH1150501A (en) * 1997-08-01 1999-02-23 Noriatsu Kojima Acceptor for pipe joint
JPH1193232A (en) * 1997-09-19 1999-04-06 Noriatsu Kojima Waste water collecting pipe joint and sublimation pattern to manufacture this pipe joint
JPH11158960A (en) * 1997-11-28 1999-06-15 Kubota Corp Drain manifold
JP2001026956A (en) * 1999-07-16 2001-01-30 Noriatsu Kojima Drain pipe joint
JP2001227019A (en) * 2000-02-15 2001-08-24 Kubota Corp Drain pipe member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021050594A (en) * 2019-09-18 2021-04-01 積水化学工業株式会社 Pipe joint
JP7469070B2 (en) 2019-09-18 2024-04-16 積水化学工業株式会社 Pipe Fittings

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