JP2007247160A - Merging joint and drainage system - Google Patents

Merging joint and drainage system Download PDF

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Publication number
JP2007247160A
JP2007247160A JP2006068438A JP2006068438A JP2007247160A JP 2007247160 A JP2007247160 A JP 2007247160A JP 2006068438 A JP2006068438 A JP 2006068438A JP 2006068438 A JP2006068438 A JP 2006068438A JP 2007247160 A JP2007247160 A JP 2007247160A
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drainage
pipe
horizontal
straight pipe
side wall
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JP2006068438A
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Makoto Ibayashi
誠 伊林
Tsumoru Nakada
積 中田
Yasutaka Yoshida
安孝 吉田
Yoshio Umihoko
義雄 海鉾
Susumu Isoda
進 磯田
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Nishihara Engineering Co Ltd
Proterial Ltd
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Hitachi Metals Ltd
Nishihara Engineering Co Ltd
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Priority to JP2006068438A priority Critical patent/JP2007247160A/en
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  • Branch Pipes, Bends, And The Like (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a merging joint which can suppress the backflow of wastewater upstream of a horizontal drainage main, even on the frequent occurrence of the case where the wastewater is simultaneously discharged from a plurality of drainage risers and discharged into the horizontal drainage main, and which can prevent, for example, the emission of a malodor, caused by the seal destruction of a trap, by suppressing the rise of in-pipe pressure. <P>SOLUTION: This merging joint, which connects a horizontal drainage branch pipe P2 and the horizontal drainage main P1 arranged in the state of crossing the branch pipe P2, comprises a horizontal straight pipe section 1, a vertical straight pipe section 2, and a communication pipe section 3. The wastewater flowing from the branch pipe P2 flows in such a manner as to be stepwise bent along an axis X2, an axis X3, an axis X4 and an axis X1 in this order. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、排水立て管の下部に接続される排水横枝管と排水横主管とを接続させる合流継手と、この合流継手を用いた排水システムに関する。   The present invention relates to a junction joint for connecting a drainage horizontal branch pipe and a drainage horizontal main pipe connected to a lower portion of a drainage stack, and a drainage system using the junction joint.

高層建築物の排水システムは、各階からの排水が流れ込む複数の排水立て管と、夫々の排水立て管の下部と接続され排水を水平流れに変換させる複数の排水横枝管と、この複数の排水横枝管と接続され、複数の排水を合流して流す排水横主管とを備えて構築されている。   The drainage system for high-rise buildings consists of a plurality of drainage stacks into which drainage from each floor flows, a plurality of drainage branch pipes connected to the lower part of each drainage stack to convert the wastewater into a horizontal flow, and the plurality of drainage pipes. It is connected to a horizontal branch pipe and is constructed with a drainage horizontal main pipe that joins and flows a plurality of drainage.

この排水横枝管と排水横主管との接続は継手によって接続されるが、この継手の構造や、夫々の管径いかんによっては、管内圧力が上昇、すなわちプラス圧となり、トラップのはね出しや悪臭発生等が起こってしまう。   The connection between the drainage horizontal branch pipe and the drainage horizontal main pipe is connected by a joint, but depending on the structure of the joint and the diameter of each pipe, the pressure inside the pipe rises, that is, a positive pressure, and the trap is not ejected. Odor generation will occur.

そこで、かかる継手部分(合流部分)に着目したものが既に提案されている。
例えば、継手管の連結部の傾斜勾配を、排水横主管の下流に向かうに従い下方に向かう傾斜勾配よりも大きくし、かつ、排水横枝管の下流に向かうに従い下方に向かい傾斜勾配よりも大きくして、排水を連結部で増速することで、排水横主管内で上流に逆流するのを防止するとした横排水管の合流構造がある(例えば特許文献1参照)。
Then, what paid its attention to this joint part (merging part) has already been proposed.
For example, the slope of the connecting portion of the joint pipe is made larger than the slope inclined downward as it goes downstream of the drainage horizontal main pipe, and is made downward and larger than the slope gradient downward as it goes downstream of the drainage horizontal branch pipe. In addition, there is a lateral drainage pipe merging structure that prevents backflow upstream in the drainage horizontal main pipe by accelerating the drainage at the connecting portion (see, for example, Patent Document 1).

また、サブ横主管の取付部内の排水流速を、メイン横主管内の流速よりも大きくすべく、その取付部からサブ横主管側に、勾配が1/25〜1/2である一定長の流速加速区間を設けた横主管の合流配管構造がある(例えば特許文献2参照)。   Further, in order to make the drainage flow velocity in the attachment portion of the sub horizontal main pipe larger than the flow velocity in the main horizontal main pipe, the flow rate of a certain length having a gradient of 1/25 to 1/2 from the attachment portion to the sub horizontal main pipe side. There is a joining pipe structure of a horizontal main pipe provided with an acceleration section (see, for example, Patent Document 2).

さらに、直管の本管部と、この本管部の管軸を水平に設定した平面視において、管軸と斜めに交差する第2管軸を具備して本管部の側面に設けられた枝管部と、この枝管部の第2管軸と平面視において外曲がり方向へ交差する第3管軸を具備する横向き管部とを有し、枝管部の第2管軸と横向き管部の第3管軸とは、これら2軸が含まれる平面内で成す外曲がり角度が45.4〜65.4度に設定させた横合流管がある(例えば特許文献3参照)。   Furthermore, in a plan view in which the main pipe part of the straight pipe and the pipe axis of the main pipe part are set horizontally, the second pipe axis that obliquely intersects the pipe axis is provided on the side surface of the main pipe part. A branch pipe section, a second pipe axis of the branch pipe section, and a horizontal pipe section having a third pipe axis that intersects in an outward bending direction in plan view, the second pipe axis of the branch pipe section and the horizontal pipe The third tube axis of the portion is a lateral merging tube in which an outer bending angle formed in a plane including these two axes is set to 45.4 to 65.4 degrees (see, for example, Patent Document 3).

登録実用2527833号公報(第1頁、図1)Registration Utility No. 2527833 (first page, FIG. 1) 特許2546923号公報(第1頁、図1)Japanese Patent No. 2546923 (first page, FIG. 1) 特開2005−2780号公報(第1頁、図1)Japanese Patent Laying-Open No. 2005-2780 (first page, FIG. 1)

上記した何れの従来技術は、排水横枝管と排水横主管との接続部分が、通常より勾配の大きい傾斜部で形成されて、合流速度をより増加させる構造になっている。この構造によれば、排水横主管内を流れる排水流と排水横枝管の排水流との合流が円滑になるため、管内での逆流が生じることがなく、排水横主管の通気空間を狭めたりすることが無くなるものと思われる。   In any of the conventional techniques described above, the connecting portion between the drainage horizontal branch pipe and the drainage horizontal main pipe is formed by an inclined portion having a larger gradient than usual, and has a structure that further increases the merging speed. According to this structure, the drainage flow flowing in the drainage horizontal main pipe and the drainage flow of the drainage horizontal branch pipe become smooth, so there is no reverse flow in the pipe and the ventilation space of the drainage horizontal main pipe is narrowed. There seems to be nothing to do.

しかしながら、排水される戸数が極めて多い高層マンションや高層オフィスビルなど、複数の排水立て管から同時に排水されて排水横主管に排水されるケースが頻繁にある場合、上記した従来技術では、排水量が多く且つ流れが速い分、流水は空気を巻き込みながら排水横主管側に流れ、特に下流側に配設された合流管(継手)での合流が、激しく入り乱れてスムーズに行われないことがある。このようなことから上記した何れの従来技術は、時としてプラス圧の抑制を完全に防止できないケースがあった。また、降雨量が急増した場合、排水横枝管から排水横主管に合流した雨水により水位が急上昇し、流れが追いつかず淀みが生じて排水横主管の上流側へ逆流する現象があった。   However, in the case of high-rise apartments and high-rise office buildings where the number of drained houses is extremely high, there are frequent cases where water is drained simultaneously from a plurality of drainage stacks and drained into a horizontal drainage main pipe. In addition, since the flow is fast, the flowing water flows to the side of the drainage horizontal pipe while entraining air. In particular, the merging in the merging pipe (joint) disposed on the downstream side may be violently mixed and not smoothly performed. For this reason, any of the above-described conventional techniques sometimes cannot completely prevent the positive pressure from being suppressed. In addition, when the rainfall increased rapidly, the water level suddenly increased due to the rainwater merged from the drainage horizontal branch pipe to the drainage horizontal main pipe, the flow could not catch up, and stagnation occurred, causing a phenomenon of backflow upstream of the drainage horizontal main pipe.

そこで本発明は、このような状況に鑑みてなされたものであり、複数の排水立て管から同時に排水されて排水横主管に排水されるケースが頻繁にあっても、排水横主管上流への排水の逆流を抑制することができ、また管内圧力の上昇を抑制し、トラップの破封による悪臭発生等を防止できる合流継手及び排水システムを提供することを目的とする。   Therefore, the present invention has been made in view of such a situation, and even if there are frequent cases where water is drained simultaneously from a plurality of drainage stacks and drained to a drainage horizontal main pipe, drainage to the drainage horizontal main pipe upstream is performed. It is an object of the present invention to provide a confluence joint and a drainage system that can suppress the reverse flow of the gas, suppress the increase of the pressure in the pipe, and prevent the generation of malodor due to the breaking of the trap.

上記技術課題を達成するために、本発明にかかる合流継手及び排水システムは、下記の技術的手段を講じた。
請求項1にかかる合流継手は、排水横枝管と排水横主管とを接続させる合流継手であって、前記排水横枝管から流れてきた流体を前記排水横主管の下流側方向に向かって段階的に屈曲させて前記排水横主管と合流させる流路が形成されていることを特徴としている。
In order to achieve the above technical problem, the junction joint and the drainage system according to the present invention employ the following technical means.
The merging joint according to claim 1 is a merging joint for connecting the drainage lateral branch pipe and the drainage lateral main pipe, and the step of flowing the fluid flowing from the drainage lateral branch pipe toward the downstream side of the drainage lateral main pipe. It is characterized by the fact that a flow path is formed that is bent and joined to the drainage horizontal main pipe.

本発明において「前記排水横枝管から流れてきた流体を前記排水横主管の下流側方向に向かって段階的に屈曲させて前記排水横主管と合流させる」とは、排水横枝管からの流れを一旦曲げた後、さらに方向転換するように曲げて流すことを指している。従来技術が流速を増して直接的に合流させることで排水横主管からの流れを強制的に流そうとしているのに対し、本発明では、排水横枝管の流れ方向を排水横主管の流れに対し邪魔しないような方向へ変換させて徐徐に合流させることで均等且つ円滑な流れを得ることを特徴とするものである。   In the present invention, "fluid flowing from the drainage horizontal branch pipe is bent stepwise toward the downstream side of the drainage horizontal main pipe and merged with the drainage horizontal main pipe" Is once bent and then bent to flow further. Whereas the prior art attempts to forcibly flow the flow from the drainage horizontal main pipe by increasing the flow velocity and directly merging, in the present invention, the flow direction of the drainage horizontal branch pipe is changed to the flow of the drainage horizontal main pipe. On the other hand, the flow is converted into a direction that does not interfere with the flow and gradually merged to obtain an even and smooth flow.

請求項2にかかる合流継手は、前記排水横主管同士を両端で接続させる水平直管部と、前記水平直管部に対して平面視直交または略直交方向に配管される前記排水横枝管を接続させる垂直直管部と、前記水平直管部および前記垂直直管部を連通するように形成されると共に、前記流路が形成された連絡管部とを備えてなることを特徴としている。   The junction joint according to claim 2 includes a horizontal straight pipe portion that connects the drainage horizontal main pipes at both ends, and the drainage horizontal branch pipe that is piped in a direction orthogonal or substantially orthogonal to the horizontal straight pipe portion in plan view. It is characterized by comprising a vertical straight pipe part to be connected, and a connecting pipe part formed so as to communicate the horizontal straight pipe part and the vertical straight pipe part and in which the flow path is formed.

請求項3にかかる合流継手は、前記合流継手の連絡管部は、当該合流継手の横断平面視において、略凹湾曲状に形成された第1側壁と、該第1側壁と所要の間隔をおいて対向するように略凸湾曲状に形成された第2側壁とで、前記水平直管部と前記垂直直管部とを結ぶように形成され、前記第1側壁の前記水平直管部側の端部と、前記第2側壁の前記垂直直管部側の端部とが、平行または略平行となるように平行部が形成され、前記平行部と連続する第2側壁を前記水平直管部に傾斜するように合流させる傾斜部とが形成されてなることを特徴としている。   According to a third aspect of the present invention, there is provided the junction joint, wherein the connecting pipe portion of the junction joint has a first side wall formed in a substantially concave curved shape in a cross-sectional plan view of the junction joint, and a predetermined distance from the first side wall. And is formed so as to connect the horizontal straight pipe portion and the vertical straight pipe portion with the second side wall formed in a substantially convex curved shape so as to face each other, and on the horizontal straight pipe portion side of the first side wall. A parallel portion is formed so that the end portion and the end portion of the second side wall on the vertical straight pipe portion side are parallel or substantially parallel, and the second side wall continuous with the parallel portion is defined as the horizontal straight pipe portion. And an inclined portion that is joined so as to be inclined.

この合流継手は、排水横枝管の流れを第1側壁の水平直管部側の端部を介して、その流れを平行部に沿って第2側壁の傾斜部方向に変換し、さらに傾斜部から流れ方向を曲げて排水横主管の流れに合流させることを意図している。   This junction joint converts the flow of the drainage side branch pipe through the end of the first side wall on the side of the horizontal straight pipe portion into the direction of the inclined portion of the second side wall along the parallel portion. It is intended to bend the flow direction and join the flow of the drainage horizontal main pipe.

請求項4にかかる合流継手は、前記第1側壁の前記水平直管部側の端部から前記第2側壁の傾斜部にかけて、前記垂直直管部と前記水平直管部とを仕切る仕切部が形成されていることを特徴としている。   According to a fourth aspect of the present invention, there is provided the junction joint including a partition portion that partitions the vertical straight pipe portion and the horizontal straight pipe portion from an end portion of the first side wall on the horizontal straight pipe portion side to an inclined portion of the second side wall. It is characterized by being formed.

請求項5にかかる合流継手は、前記仕切部に関し、当該合流継手の横断平面視において、前記第1側壁の前記水平直管部側の端部を舌状となし、縦断平面視において、前記第2側壁の傾斜部にかけて略C字状の側壁となすことを特徴とするものである。   The junction joint according to claim 5 relates to the partition portion, and in the cross-sectional plan view of the junction joint, the end of the first side wall on the horizontal straight pipe portion side is formed in a tongue shape, and in the longitudinal plan view, the first It becomes a substantially C-shaped side wall over the inclined portion of the two side walls.

このような仕切部を設けることにより、流水は舌状端部により方向を曲げられ、第2側壁の傾斜部方向に向かってC字状側壁に沿って進みながら、徐徐に水平直管部へ落ち込むように方向を曲げながら合流する。このとき流水のベクトルを水平直管部に略平行なベクトルへ変化させることで排水横主管の流れと円滑に合流することが出来る。   By providing such a partition, the direction of the flowing water is bent by the tongue-shaped end, and gradually drops into the horizontal straight pipe while proceeding along the C-shaped side wall toward the inclined portion of the second side wall. So as to bend the direction. At this time, by changing the vector of flowing water to a vector substantially parallel to the horizontal straight pipe portion, it is possible to smoothly merge with the flow of the drainage horizontal main pipe.

請求項6にかかる合流継手は、前記仕切部は前記水平直管部内に僅かに入り込むように延出されていることを特徴とするものである。このように仕切部が水平直管部の流れの内部にあることにより、上述した水平直管部への合流がより近く円滑に行えるのである。   The junction joint according to a sixth aspect is characterized in that the partition portion is extended so as to slightly enter the horizontal straight pipe portion. As described above, since the partitioning portion is inside the flow of the horizontal straight pipe portion, the above-described joining to the horizontal straight pipe portion can be performed more smoothly and smoothly.

また本発明は、排水立て管と、排水横枝管と、排水横主管とを有し、前記排水横枝管と前記排水横主管との接続を、前記請求項1〜6の何れかに記載の合流継手を用いて行うことを特徴とする排水システムである。   Moreover, this invention has a drainage standpipe, a drainage horizontal branch pipe, and a drainage horizontal main pipe, The connection of the said drainage horizontal branch pipe and the said drainage horizontal main pipe is in any one of the said Claims 1-6. It is a drainage system characterized by performing using a joint joint of.

本発明によれば、排水横枝管と排水横主管とを接続させる合流継手を、排水横主管の下流側方向に向かって、排水横枝管から流れてきた流水を一旦曲げた後、さらに方向転換するように曲げるようにした、即ち段階的に屈曲させて流れるように構成した。このようにすることで流れのベクトルを連続的に変化させて円滑な合流を可能としている。例えば、複数の排水立て管から同時に排水されて排水横主管に排水される場合、夫々の当該合流継手における合流の勢いが均一化し、下流側に配設された合流継手での合流も円滑に行うことができる。つまり、本発明にかかる合流継手を用いることで、排水システムとしての全体の調和(高バランス化)を図ることができ、その結果、管内圧力が上昇することなく、トラップのはね出しや悪臭発生等を防止できる。   According to the present invention, once the flowing water flowing from the drainage horizontal branch pipe is bent toward the downstream side of the drainage horizontal main pipe, the joining joint for connecting the drainage horizontal branch pipe and the drainage horizontal main pipe is further oriented. It was made to bend so as to change, that is, to bend and flow in stages. In this way, the flow vector is continuously changed to enable smooth merging. For example, when drained simultaneously from a plurality of drainage stacks and drained to a drainage horizontal main pipe, the momentum of merging in each merging joint becomes uniform, and merging at the merging joint disposed on the downstream side is also performed smoothly. be able to. In other words, by using the junction joint according to the present invention, it is possible to achieve overall harmony (high balance) as a drainage system, and as a result, trapping and generation of bad odor occur without increasing the pipe pressure. Etc. can be prevented.

次に、本発明にかかる合流継手と、これを用いた排水システムの実施の形態を説明する。
図4は高層マンション等の高層建築物における排水システムの概略を示しており、P4は各階層に備えられた器具排水横枝管、P3は各階からの排水が流れ込む排水立て管、P2は排水横枝管、P1は排水横主管である。排水立て管P3は脚部エルボ継手Lに接続され地階の排水横枝管P2に接続される。排水横枝管P2で排水を水平流れに変換し、合流継手Tを介して排水横主管P1に接続している。このようにして排水システムが構築される。
Next, an embodiment of a junction joint according to the present invention and a drainage system using the same will be described.
Fig. 4 shows the outline of the drainage system in high-rise buildings such as high-rise apartments. P4 is a horizontal drainage pipe for equipment drainage provided at each level, P3 is a drainage standpipe through which drainage from each floor flows, and P2 is a horizontal drainage A branch pipe, P1, is a drainage horizontal main pipe. The drainage stack P3 is connected to the leg elbow joint L and connected to the drainage horizontal branch pipe P2 in the basement. The drainage is converted into a horizontal flow by the drainage horizontal branch pipe P2 and connected to the drainage horizontal main pipe P1 through the junction joint T. In this way, a drainage system is constructed.

図1は本実施の形態にかかる合流継手を示す横断平面図、図2はA−A矢視の立断平面図、図3(a)は左側面図、(b)は右側面図である。
合流継手Tは水平直管部1と、垂直直管部2と、連絡管部3とを備えてなる。合成樹脂製でも良いが、通常は鉄系鋳物により一体成形されてなるもので、排水横主管P1同士を直線状に接続させると共に、排水横主管P1に対して直交方向に延設された排水横枝管P2を接続させて、排水横枝管P2からの排水を本管である排水横主管P1に流すように接続される。このとき排水流が停滞あるいは逆流しないように、下流側へ鉛直下方向の傾斜(勾配)を全体的に設けて配管される。その傾斜は一般に管の呼び径の逆数を取る、例えば呼び100の管では1/100である。
FIG. 1 is a cross-sectional plan view showing a junction joint according to the present embodiment, FIG. 2 is a vertical plan view taken along the line AA, FIG. 3A is a left side view, and FIG. 3B is a right side view. .
The junction joint T includes a horizontal straight pipe portion 1, a vertical straight pipe portion 2, and a connecting pipe portion 3. Although it may be made of synthetic resin, it is usually integrally formed of iron-based casting, and the drainage horizontal main pipes P1 are connected to each other in a straight line, and the drainage horizontal extending in a direction orthogonal to the drainage horizontal main pipe P1 The branch pipe P2 is connected to connect the drainage from the drainage horizontal branch pipe P2 to the drainage horizontal main pipe P1 which is the main pipe. At this time, in order to prevent the drainage flow from stagnating or backflowing, the pipe is piped with an overall inclination (gradient) in the vertically downward direction downstream. The inclination is generally the reciprocal of the nominal diameter of the tube, for example 1/100 for a nominal 100 tube.

水平直管部1は、水平方向の軸線X1を中心にして、排水横主管P1を接続させる主管接続部1aが両端に形成された円筒状に形成されている。これの接続構造は、水密性を確保する接続構造であれば良く、例えばゴム製パッキンと、このパッキンを軸方向に押圧するフランジと、フランジを軸方向に締め付けるためのボルト及びナットで構成される。   The horizontal straight pipe portion 1 is formed in a cylindrical shape with a main pipe connection portion 1a for connecting the drainage horizontal main pipe P1 formed at both ends with the horizontal axis line X1 as the center. The connection structure may be a connection structure that ensures watertightness, and is composed of, for example, a rubber packing, a flange that presses the packing in the axial direction, and a bolt and a nut that tighten the flange in the axial direction. .

垂直直管部2は、水平直管部1の上流側に配設され、軸線X1に対して平面視直交方向の軸線X2を中心にして、排水横枝管P2を接続させる枝管接続部2aが形成された円筒状に形成されている。枝管接続部2aは主管接続部1aと同径の場合もあるし、主管より小径の場合もある。なお、枝管接続部2aの接続構造は上記した排水横主管部の場合と同様である。また、この垂直直管部2は、枝管接続部2aと図1において下方に向かって連続して僅かに形成された垂直状の周側面までを言うものである。   The vertical straight pipe portion 2 is disposed on the upstream side of the horizontal straight pipe portion 1 and has a branch pipe connection portion 2a that connects the drainage horizontal branch pipe P2 around the axis line X2 orthogonal to the axis line X1 in a plan view. It is formed in the cylindrical shape formed. The branch pipe connection part 2a may have the same diameter as the main pipe connection part 1a or may have a smaller diameter than the main pipe. In addition, the connection structure of the branch pipe connection part 2a is the same as that of the case of the above-mentioned drainage horizontal main pipe part. Further, the vertical straight pipe portion 2 refers to the branch pipe connecting portion 2a and the vertical peripheral side surface formed slightly in a continuous manner downward in FIG.

連絡管部3は、図1に見られるように横断平面視略凹湾曲状に形成された第1側壁3aと、第1側壁3aと所要の間隔をおいて対向するように横断平面視略凸湾曲状に形成された第2側壁3bとで、水平直管部1と垂直直管部2とを結ぶように管状に形成されており、水平直管部1と略平行方向に排水が流れるように形成された平行部(軸線X3周辺)と、この平行部と連続して形成され、水平直管部1に傾斜するように排水を水平直管部1に合流させる傾斜部(軸線X4周辺)とを備えてなる。水平直管部1に連なる第2側壁3bは全体的に盛り上がった膨出形状を成しており開口部の容量を大きく取る形状となっている。   As shown in FIG. 1, the connecting pipe portion 3 has a first side wall 3a formed in a substantially concave curved shape in a transverse plane view, and a substantially convex shape in a transverse plane view so as to face the first side wall 3a with a predetermined interval. The second side wall 3b formed in a curved shape is formed in a tubular shape so as to connect the horizontal straight pipe portion 1 and the vertical straight pipe portion 2 so that drainage flows in a direction substantially parallel to the horizontal straight pipe portion 1. The parallel part formed around the axis X3 and the inclined part formed continuously with the parallel part and joined to the horizontal straight pipe part 1 so as to incline to the horizontal straight pipe part 1 (around the axis X4) And comprising. The second side wall 3b connected to the horizontal straight pipe portion 1 has a bulging shape that rises as a whole, and has a shape that increases the capacity of the opening.

ここで第1側壁3aの径方向の領域は、図2に示すように、合流開口部Y1の左側を形成させる略C字状部分3eと垂直直管部2の径方向左半分を結んだ自由曲面の領域であり、A−A矢視において点線で示す垂直直管部2の開口を覆うように延出形成されている。第2側壁3bの径方向の領域は、合流開口部Y1の右側を形成させる部分と垂直直管部2の径方向右半分を結んだ自由曲面の領域である。すなわち、軸線X4を概ねの境として下側を第1側壁3aとし、上側を第2側壁3bとしている。   Here, as shown in FIG. 2, the radial region of the first side wall 3a is a free portion that connects the substantially C-shaped portion 3e that forms the left side of the merging opening Y1 and the radial left half of the vertical straight pipe portion 2. It is an area of a curved surface and is formed so as to cover the opening of the vertical straight pipe portion 2 indicated by a dotted line in the direction of arrows AA. The area in the radial direction of the second side wall 3b is an area of a free curved surface that connects the portion that forms the right side of the merge opening Y1 and the right half of the vertical straight pipe portion 2 in the radial direction. That is, the lower side is the first side wall 3a and the upper side is the second side wall 3b with the axis X4 as a general boundary.

平行部は、第1側壁3aの水平直管部1側の端部3cと、第2側壁3bの垂直直管部2側の端部3dとが、平行となるように形成されて、この両者の中心線である軸線X3が軸線X1に対して平行となるように形成されている。このようなことから平行部は軸線X3を中心とする周囲部分である。尚、本発明で扱う平行や平行部は、幾何学上の厳密なものではなく、略平行であるとか、ほぼ平行状態にあると言う程度の範囲を意味するものである。よって、当該合流継手の横断平面図を描いたとき第1側壁3aと第2側壁3bの一部のどこかに略平行な部分があれば良い。   The parallel part is formed so that the end 3c of the first side wall 3a on the horizontal straight pipe part 1 side and the end 3d of the second side wall 3b on the vertical straight pipe part 2 side are parallel to each other. The axis line X3, which is the center line, is formed so as to be parallel to the axis line X1. For this reason, the parallel portion is a peripheral portion around the axis X3. In addition, the parallel part and parallel part handled by this invention are not exact | strict geometrically, but mean the range of the grade which is substantially parallel or is in a substantially parallel state. Therefore, when a cross-sectional plan view of the junction joint is drawn, it suffices if there is a substantially parallel part somewhere in the first side wall 3a and a part of the second side wall 3b.

傾斜部は、平行部を形成する第2側壁3bの水平部分を除いた該第2側壁3bの凸湾曲面で形成され、この凸湾曲の曲がり方向と、連絡管部3と水平直管部1との合流部における開口部Y1の中心とを基準にして引き出される傾斜状の軸線X4が、軸線X2より下流側の軸線X3と交差するように形成される。このようなことから傾斜部は軸線X4を中心とする周囲部分である。   The inclined portion is formed by the convex curved surface of the second side wall 3b excluding the horizontal portion of the second side wall 3b forming the parallel portion, and the bending direction of the convex curve, the connecting pipe portion 3 and the horizontal straight pipe portion 1 are formed. An inclined axis line X4 that is drawn with reference to the center of the opening Y1 at the merging point is formed so as to intersect the axis line X3 on the downstream side of the axis line X2. For this reason, the inclined portion is a peripheral portion around the axis X4.

また、平行部と傾斜部の間には第1側壁3aの水平直管部1側の端部から第2側壁3b側の傾斜部にかけて垂直直管部2と水平直管部1とを仕切る仕切部が形成されている。仕切部は横断平面視においては、上記第1側壁3aの端部が延長したもので舌状3cのように突出して見え(図1参照)、縦断平面視においては略C字状に横方向に延びる側壁3eを形成している(図2参照)。よって、仕切部3fは舌状端部3cとC字状側壁3eからなり、図1のA−A矢視(図2参照)から見た時に、点線で開口Y2を示すように垂直直管部2が見えないようになっている。このようにして垂直直管部2と水平直管部1とを舌状端部3cで仕切って、排水横主管P1の流れに排水横枝管P2からの排水流が直交方向から直接合流しないようにしている。   Further, a partition for partitioning the vertical straight pipe portion 2 and the horizontal straight pipe portion 1 from the end portion on the horizontal straight pipe portion 1 side of the first side wall 3a to the inclined portion on the second side wall 3b side between the parallel portion and the inclined portion. The part is formed. The partition part is an extension of the end of the first side wall 3a in a cross-sectional plan view, and protrudes like a tongue 3c (see FIG. 1). An extending side wall 3e is formed (see FIG. 2). Therefore, the partition part 3f consists of the tongue-shaped end part 3c and the C-shaped side wall 3e, and when viewed from the AA arrow in FIG. 1 (see FIG. 2), the vertical straight pipe part as indicated by the dotted line Y2 2 is invisible. In this way, the vertical straight pipe portion 2 and the horizontal straight pipe portion 1 are partitioned by the tongue-shaped end portion 3c so that the drainage flow from the drainage horizontal branch pipe P2 does not directly merge with the flow of the drainage horizontal main pipe P1 from the orthogonal direction. I have to.

排水横枝管P2からの流水は、図1の矢印で示すように舌状端部3cに当たることで略90°屈曲し、C字状側壁3eに沿って傾斜部に向かって流れ、第2側壁3bの凸湾曲部に段階的に当り軸線X4方向に流れを変える。このように流れを一旦屈曲させる変化により、排水横枝管P2からの流水は、排水横主管P1の流れに直交方向から直接合流しないで連続的にベクトル(速度と方向)を変えて合流するようになる。加えて傾斜部の空間は、連絡管部3と水平直管部1との合流部における合流開口部Y1の大きさを拡大するために凸湾曲状に膨出部となしている為に合流断面積が大きい。これらの作用により、排水横主管P1の流れを阻害することなく、円滑な流れを提供すると共に、合流部における急激な水位上昇が抑えられ、結果として上流側への逆流を防ぎ、圧力上昇が抑えられるのである。   As shown by the arrow in FIG. 1, the flowing water from the drainage horizontal branch pipe P2 is bent by approximately 90 ° by hitting the tongue-shaped end portion 3c, and flows toward the inclined portion along the C-shaped side wall 3e. The convex curve portion 3b is stepped and the flow is changed in the direction of the axis X4. By such a change that once bends the flow, the flowing water from the drainage horizontal branch pipe P2 joins the flow of the drainage horizontal main pipe P1 by continuously changing the vector (speed and direction) without directly joining from the orthogonal direction. become. In addition, since the space of the inclined portion is formed as a bulging portion in a convex curve shape in order to enlarge the size of the merging opening Y1 at the merging portion of the connecting pipe portion 3 and the horizontal straight pipe portion 1, the merging is interrupted. The area is large. These actions provide a smooth flow without hindering the flow of the drainage horizontal main pipe P1, and also suppress a sudden rise in water level at the junction, and as a result, prevent backflow upstream and suppress pressure rise. It is done.

さらに、仕切部3f(舌状端部3c及びC字状側壁3e)は、図3(a)(b)に示すように主管接続部1aの内径に対して水平直管部1内に入り込むように延出されている。このようにすることで排水横主管P1の主たる流れと略平行に変換された排水横枝管P2からの流れが、排水横主管P1の流れの一部として合流初期から入り込むことになるので、徐々に合流させることができ、排水横主管の流れに与える衝撃を小さくして合流をスムーズにすることが出来る。尚、舌状端部3cの突出長さ及び水平直管部内への延出量は以下のように設定するのが好ましい。まず突出長さについては、排水横主管下流側へ長く伸ばせば効果は出るが、軸線X2からの距離が垂直直管部2の最小内径の半分程度までとするのが好ましい。また、径方向の入り込み量は水平直管部の内径に対して10%〜20%の長さが好ましい。これらにより屈曲作用を保持しつつ、充分な開口面積をコンパクトな継手で実現させることが出来る。   Furthermore, the partition part 3f (the tongue-like end part 3c and the C-shaped side wall 3e) enters the horizontal straight pipe part 1 with respect to the inner diameter of the main pipe connection part 1a as shown in FIGS. It is extended to. By doing in this way, the flow from the drainage horizontal branch pipe P2 converted to be substantially parallel to the main flow of the drainage horizontal main pipe P1 enters from the beginning of the merge as part of the flow of the drainage horizontal main pipe P1, so gradually. The impact on the flow of the drainage horizontal main pipe can be reduced to make the merging smooth. The protruding length of the tongue-shaped end 3c and the amount of extension into the horizontal straight pipe are preferably set as follows. First, with respect to the protruding length, the effect can be obtained by extending it to the downstream side of the drainage horizontal main pipe, but it is preferable that the distance from the axis X2 is about half of the minimum inner diameter of the vertical straight pipe portion 2. Moreover, the amount of entering in the radial direction is preferably 10% to 20% with respect to the inner diameter of the horizontal straight pipe portion. A sufficient opening area can be realized by a compact joint while maintaining the bending action.

以上のように構成された本実施の形態にかかる合流継手は、排水立て管の下部に接続された排水横枝管P2を枝管接続部2aに接続すると共に、主管接続部1aに排水横主管P1を接続する。そして、排水横枝管P2からの排水流は、軸線X2−軸線X3−軸線X4−軸線X1の順に、これらの軸線に沿うように流れる。すなわち、排水横主管P1の下流側方向に向かって、排水横枝管P2から流れてきた排水を段階的に屈曲させて、排水の速度を弱めつつ、なだらかに排水横主管P1に合流するようになっている。   In the junction joint according to the present embodiment configured as described above, the drainage horizontal branch pipe P2 connected to the lower part of the drainage stack is connected to the branch pipe connection part 2a, and the drainage horizontal main pipe is connected to the main pipe connection part 1a. Connect P1. And the drainage flow from drainage horizontal branch pipe P2 flows along these axes in order of axis line X2-axis line X3-axis line X4-axis line X1. That is, the drainage flowing from the drainage lateral branch pipe P2 is bent stepwise toward the downstream side of the drainage horizontal main pipe P1 so as to gradually join the drainage horizontal main pipe P1 while decreasing the drainage speed. It has become.

このように排水横枝管P2からの排水を、段階的に屈曲させて排水横主管P1へ流すことで、複数の排水立て管から同時に排水されて排水横主管P1に排水されても、夫々の当該合流継手における合流の勢いが均一化していることから、下流側に配設された合流継手での合流もスムーズに円滑に行うことができるようになっている。
したがって、本実施の形態にかかる合流継手を用いることで、排水システムとしての全体の調和(高バランス化)を図ることができ、その結果、管内圧力が上昇することなく、トラップのはね出しや悪臭発生等を抑制できる。
As described above, the drainage from the drainage horizontal branch pipe P2 is bent stepwise to flow into the drainage horizontal main pipe P1, so that even if drainage from a plurality of drainage stacks is simultaneously drained to the drainage horizontal main pipe P1, Since the merging momentum in the merging joint is uniform, the merging at the merging joint disposed on the downstream side can be performed smoothly and smoothly.
Therefore, by using the junction joint according to the present embodiment, it is possible to achieve overall harmony (high balance) as the drainage system, and as a result, the trap can be ejected without increasing the pipe pressure. Odor generation can be suppressed.

また、軸線X3と軸線X1とを近接し、かつ、傾斜状の軸線X4を軸線X2より下流側に向かって所要の距離をおいてから軸線X3と交差するように形成したから、合流継手をコンパクトにできるので、一つの長い傾斜部分がある従来の合流配管構造(または横合流管)に比べて配設スペースを小さくできる。   In addition, since the axis line X3 and the axis line X1 are close to each other, and the inclined axis line X4 is formed so as to intersect the axis line X3 after a predetermined distance from the axis line X2 toward the downstream side, the junction joint is compact. Therefore, the arrangement space can be reduced as compared with the conventional merged pipe structure (or horizontal merged pipe) having one long inclined portion.

垂直直管部から水平直管部までの連絡管部の断面形状は、通常円形であるが、図1において紙面に対し鉛直方向に長い楕円形状とすることで、軸線X1とX3との距離を変化させることなく、軸線X1から垂直直管部の端部までの距離を小さくすることが出来る。楕円の短直径は元の円直径より小さくなるが、異径の場合、楕円の長直径を排水横主管の直径までは長くできるため、断面積は元の円よりも大きくすることが可能である。   The cross-sectional shape of the connecting pipe section from the vertical straight pipe section to the horizontal straight pipe section is usually a circle, but in FIG. 1, the distance between the axes X1 and X3 can be increased by making it an elliptical shape that is long in the vertical direction with respect to the paper surface. Without changing, the distance from the axis X1 to the end of the vertical straight pipe can be reduced. The short diameter of the ellipse is smaller than the original circle diameter, but in the case of different diameters, the long diameter of the ellipse can be increased to the diameter of the drainage horizontal main pipe, so the cross-sectional area can be made larger than the original circle. .

(実施例)
図5に本発明の一実施例による試験配管例を示す。実施例に用いた合流継手Tは、実施例1は上述した図1〜3に示す合流継手、実施例2は図6に示す合流継手で、このものは図1より舌状端部3cの長さが長く合流開口部が比較的小さくなった合流継手である。比較例は図7に示す合流継手であり従来からある構造である。図6(1)、図7(1)は横断面図、図6(2)、図7(2)は縦断面平面図である。
(Example)
FIG. 5 shows an example of test piping according to an embodiment of the present invention. The joining joint T used in the embodiment is the joining joint shown in FIGS. 1 to 3 in the first embodiment, and the joining joint shown in FIG. 6 in the second embodiment. This is the length of the tongue-shaped end portion 3c from FIG. It is a confluence joint with a long length and a confluence opening portion that is relatively small. A comparative example is the junction joint shown in FIG. 7, and has a conventional structure. FIGS. 6 (1) and 7 (1) are transverse sectional views, and FIGS. 6 (2) and 7 (2) are longitudinal sectional plan views.

試験は図5、排水横主管P1に対し直接排水立て管P3と排水横枝管P2を接続し、各排水立て管P3の図示矢印より排水負荷を行い、主管側と枝管側と同位置での圧力Pa1(主管側)と圧力Pa2(枝管側)の管内圧力を測定する。また合流部での管内水位を排水横主管側の合流部直上で目視にて観察した。その結果を図8及び図9に示す。図8は水位について(a)は比較例、(b)は実施例1、(c)は実施例2を示す。図9は管内圧力についての結果を示しており(a)(b)(c)の符号は図8と同様である。   In the test, the drainage standpipe P3 and the drainage side branch pipe P2 are directly connected to the drainage horizontal main pipe P1, and the drainage load is applied from the illustrated arrow of each drainage standpipe P3 at the same position on the main pipe side and the branch pipe side. In-pipe pressures at pressure Pa1 (main pipe side) and pressure Pa2 (branch pipe side) are measured. Further, the water level in the pipe at the junction was visually observed just above the junction on the drainage horizontal main pipe side. The results are shown in FIGS. 8A and 8B show the comparative example, FIG. 8B shows the first embodiment, and FIG. 8C shows the second embodiment. FIG. 9 shows the results for the pipe pressure, and the reference numerals (a), (b), and (c) are the same as those in FIG.

図8の水位の結果より、本発明の実施例1、2によれば主管と枝管の合計流量が比較的高い領域、特に枝管側の流量が高い領域(太線よりも左下の領域)で水位上昇が抑えられていることが分かる。一方、比較例の場合は、排水流が曲げられような構造にはなっていない。むしろ図7の平面図に見られるように垂直直管部と水平直管部が連通して排水流が直接合流する構造となっている。このようなことから満水領域が多いと考えられる。
また、実施例1と2の仕切部の水平直管部1内への入り込み量(水平直管部内径の10%)は同じであるが、実施例2は実施例1より突出量は長く、垂直直管部2の内径以上に延びている。両者を比較すると突出量の短い実施例1の方がより水位上昇を抑えられることが分かった。
According to the results of the water level in FIG. 8, according to the first and second embodiments of the present invention, in the region where the total flow rate of the main pipe and the branch pipe is relatively high, particularly in the region where the flow rate on the branch pipe side is high (lower left area from the thick line) It can be seen that the rise in water level is suppressed. On the other hand, in the case of the comparative example, the drainage flow is not bent. Rather, as shown in the plan view of FIG. 7, the vertical straight pipe portion and the horizontal straight pipe portion communicate with each other so that the drainage flows directly merge. For this reason, it is considered that there are many water-filled areas.
Moreover, although the amount of penetration into the horizontal straight pipe part 1 of the partition part of Example 1 and 2 (10% of the horizontal straight pipe part inner diameter) is the same, Example 2 has a longer projection amount than Example 1, It extends beyond the inner diameter of the vertical straight pipe portion 2. When both were compared, it turned out that the direction of Example 1 with a short protrusion amount can suppress a water level rise more.

また、図9の管内圧力の結果によれば、排水横主管側に設置した圧力センサー(Pa1)により測定した管内圧力に注目すると、その最大値を示したものが実施例1、2では相対的に低く抑えられ、特に排水横枝管側流量が大きくなったときの圧力値が比較例と比べ小さくなっていることが分かる。実施例1では一部逆転しているところも見られるが、極端に大きくなっていないことから全体としてはプラス圧に対しても低く抑えることが出来ており比較例よりも優れていると言える。また、舌状端部3cが短い実施例1では更に圧力が下がっており、より好ましいことが分かる。また、図9では仮に400Paを基準にして主管と枝管の合計流量が同一な領域を太線で区切っている。この領域に注目すると、太線の左側が許容排水量を示しており、比較例及び実施例2に比較して実施例1は流量として2L/s(2リッター毎秒)程度多くなっているので、その分有利である。   Further, according to the result of the pressure in the pipe of FIG. 9, when focusing on the pressure in the pipe measured by the pressure sensor (Pa1) installed on the side of the drainage horizontal main pipe, the maximum value is shown in Examples 1 and 2 relative to It can be seen that the pressure value when the drain side branch pipe side flow rate is large is smaller than that of the comparative example. Although a part of the reverse is seen in Example 1, since it is not extremely large, it can be suppressed as a whole against the positive pressure, and it can be said that it is superior to the comparative example. Moreover, in Example 1 where the tongue-like end portion 3c is short, it can be seen that the pressure is further lowered, which is more preferable. Moreover, in FIG. 9, the area | region where the total flow volume of a main pipe and a branch pipe is the same on the basis of 400 Pa is divided | segmented with the thick line. When attention is paid to this area, the left side of the bold line indicates the allowable drainage amount. Since the flow rate of Example 1 is about 2 L / s (2 liters per second) as compared with Comparative Example and Example 2, It is advantageous.

以上、本実施の形態にかかる合流継手を説明したが、上述した実施の形態は、本発明の好適な実施の形態の一例を示すものであり、本発明はそれに限定されるものではなく、その要旨を逸脱しない範囲内において、種々変形実施が可能である。例えば、オフセット部の合流接続部に用いることができる。
また、排水横枝管と排水横主管との接続を、排水横主管の下流側方向に向かって、流体が段階的に屈曲して流れるように接続する横排水管接続方法でも良い。
As mentioned above, although the confluence | joint joint concerning this Embodiment was demonstrated, embodiment mentioned above shows an example of suitable embodiment of this invention, and this invention is not limited to it, The Various modifications can be made without departing from the scope of the invention. For example, it can be used for the junction connection portion of the offset portion.
Moreover, the horizontal drainage pipe connection method of connecting the drainage horizontal branch pipe and the drainage horizontal main pipe so that the fluid bends and flows stepwise toward the downstream side of the drainage horizontal main pipe may be used.

本実施の形態にかかる合流継手の横断平面図である。It is a cross-sectional top view of the confluence | merging joint concerning this Embodiment. 図1におけるA−A断面図である。It is AA sectional drawing in FIG. 図1における水平直管部の左側面図である。It is a left view of the horizontal straight pipe part in FIG. 排水システムの概略を示すシステム構成図である。It is a system configuration figure showing an outline of a drainage system. 試験配管を示すシステム構成図である。It is a system block diagram which shows test piping. 実施例2にかかる本発明の合流継手を示し、(1)は横断面図、(2)は縦断面平面図である。The merge joint of this invention concerning Example 2 is shown, (1) is a cross-sectional view, (2) is a longitudinal cross-sectional top view. 比較例である従来の合流継手を示し、(1)は横断面図、(2)は縦断面平面図である。The conventional joining joint which is a comparative example is shown, (1) is a cross-sectional view, (2) is a longitudinal cross-sectional plan view. 試験配管例において水位を測定した結果である。(a)は比較例、(b)は実施例1、(c)は実施例2を示す。It is the result of having measured the water level in the example of test piping. (A) shows a comparative example, (b) shows Example 1, and (c) shows Example 2. 試験配管例において管内圧力を測定した結果である。(a)は比較例、(b)は実施例1、(c)は実施例2を示す。It is the result of having measured the pressure in a pipe in the example of test piping. (A) shows a comparative example, (b) shows Example 1, and (c) shows Example 2.

符号の説明Explanation of symbols

1…水平直管部 1a…主管接続部 2…垂直直管部 2a…枝管接続部 3…連絡管部 3a…第1側壁 3b…第2側壁 3c…端部(第1側壁の水平直管部側の舌状端部) 3d…端部(第2側壁の垂直直管部側の平行端部) 3e…C字状側壁 3f…仕切部 P1…排水横主管 P2…排水横枝管 P3…排水立て管 P4…器具排水横枝管 Y1…合流開口部(連絡管部と水平直管部との合流部) Y2…垂直直管部開口 X1〜X4…軸線 DESCRIPTION OF SYMBOLS 1 ... Horizontal straight pipe part 1a ... Main pipe connection part 2 ... Vertical straight pipe part 2a ... Branch pipe connection part 3 ... Communication pipe part 3a ... 1st side wall 3b ... 2nd side wall 3c ... End part (Horizontal straight pipe of 1st side wall) 3d ... End (parallel end of the second side wall on the vertical straight pipe side) 3e ... C-shaped side wall 3f ... Partition P1 ... Drainage horizontal main pipe P2 ... Drainage horizontal branch pipe P3 ... Drainage standpipe P4 ... Device drainage horizontal branch pipe Y1 ... Junction opening (joining part of connecting pipe part and horizontal straight pipe part) Y2 ... Vertical straight pipe part opening X1-X4 ... Axis

Claims (7)

排水横枝管と排水横主管とを接続させる合流継手であって、
前記排水横枝管から流れてきた流体を前記排水横主管の下流側方向に向かって段階的に屈曲させて前記排水横主管と合流させる流路が形成されていることを特徴とする合流継手。
A joint for connecting a drainage horizontal branch pipe and a drainage horizontal main pipe,
A merging joint, characterized in that a flow path is formed in which the fluid flowing from the drainage horizontal branch pipe is bent stepwise toward the downstream side of the drainage horizontal main pipe and merged with the drainage horizontal main pipe.
前記排水横主管同士を両端で接続させる水平直管部と、
前記水平直管部に対して平面視直交または略直交方向に配管される前記排水横枝管を接続させる垂直直管部と、
前記水平直管部および前記垂直直管部を連通するように形成されると共に、前記流路が形成された連絡管部と
を備えてなることを特徴とする請求項1記載の合流継手。
A horizontal straight pipe portion connecting the drainage horizontal main pipes at both ends;
A vertical straight pipe section for connecting the drainage horizontal branch pipe that is piped in a direction orthogonal or substantially orthogonal to the horizontal straight pipe section;
The merging joint according to claim 1, further comprising a connecting pipe part formed so as to communicate the horizontal straight pipe part and the vertical straight pipe part, and the flow path is formed.
前記連絡管部は、当該合流継手の横断平面視において、略凹湾曲状に形成された第1側壁と、該第1側壁と所要の間隔をおいて対向するように略凸湾曲状に形成された第2側壁とで、前記水平直管部と前記垂直直管部とを結ぶように形成され、
前記第1側壁の前記水平直管部側の端部と、前記第2側壁の前記垂直直管部側の端部とが、平行または略平行となるように平行部が形成され、
前記平行部と連続する第2側壁を前記水平直管部に傾斜するように合流させる傾斜部とが形成されてなる
ことを特徴とする請求項2記載の合流継手。
The connecting pipe portion is formed in a substantially convex curved shape so as to be opposed to the first side wall formed in a substantially concave curved shape at a predetermined interval in a transverse plan view of the junction joint. The second side wall is formed so as to connect the horizontal straight pipe portion and the vertical straight pipe portion,
A parallel portion is formed such that an end portion of the first side wall on the horizontal straight pipe portion side and an end portion of the second side wall on the vertical straight pipe portion side are parallel or substantially parallel,
The merging joint according to claim 2, further comprising an inclined portion that joins the second side wall continuous with the parallel portion so as to incline to the horizontal straight pipe portion.
前記第1側壁の前記水平直管部側の端部から前記第2側壁の傾斜部にかけて、前記垂直直管部と前記水平直管部とを仕切る仕切部が形成されていることを特徴とする請求項3記載の合流継手。   A partition portion for partitioning the vertical straight pipe portion and the horizontal straight pipe portion is formed from an end portion of the first side wall on the horizontal straight pipe portion side to an inclined portion of the second side wall. The merging joint according to claim 3. 前記仕切部は、当該合流継手の横断平面視において、前記第1側壁の前記水平直管部側の端部を舌状となし、縦断平面視において、前記第2側壁の傾斜部にかけて略C字状の側壁となしたことを特徴とする請求項4記載の合流継手。   The partition portion has a tongue-like end on the horizontal straight pipe portion side of the first side wall in a cross-sectional plan view of the junction joint, and is substantially C-shaped over an inclined portion of the second side wall in a vertical plan view. The merging joint according to claim 4, wherein the merging joint has a shape of a side wall. 前記仕切部は、前記水平直管部内に僅かに入り込むように延出されていることを特徴とする請求項4又は5記載の合流継手。   6. The junction joint according to claim 4, wherein the partition portion extends so as to slightly enter the horizontal straight pipe portion. 排水立て管と、排水横枝管と、排水横主管とを有し、
前記排水横枝管と前記排水横主管との接続を、前記請求項1〜6の何れかに記載の合流継手を用いて行うことを特徴とする排水システム。
A drainage standpipe, a drainage horizontal branch pipe, and a drainage horizontal main pipe,
The drainage system, wherein the drainage horizontal branch pipe and the drainage horizontal main pipe are connected using the junction joint according to any one of claims 1 to 6.
JP2006068438A 2006-03-14 2006-03-14 Merging joint and drainage system Pending JP2007247160A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017057583A (en) * 2015-09-14 2017-03-23 丸一株式会社 Piping structure of drainage equipment

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02127891U (en) * 1989-03-30 1990-10-22
JPH02127894U (en) * 1989-03-30 1990-10-22
JPH02127893U (en) * 1989-03-30 1990-10-22

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02127891U (en) * 1989-03-30 1990-10-22
JPH02127894U (en) * 1989-03-30 1990-10-22
JPH02127893U (en) * 1989-03-30 1990-10-22

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017057583A (en) * 2015-09-14 2017-03-23 丸一株式会社 Piping structure of drainage equipment

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