JP2011117133A - Junction pipe joint for drainage - Google Patents

Junction pipe joint for drainage Download PDF

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JP2011117133A
JP2011117133A JP2009273239A JP2009273239A JP2011117133A JP 2011117133 A JP2011117133 A JP 2011117133A JP 2009273239 A JP2009273239 A JP 2009273239A JP 2009273239 A JP2009273239 A JP 2009273239A JP 2011117133 A JP2011117133 A JP 2011117133A
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pipe
drainage
joint
connection port
swirl
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JP5602418B2 (en
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Tamaki Koyama
玲樹 小山
Yutaka Kashiwaya
豊 柏谷
Atsushi Sasaki
淳 佐々木
Takeshi Tamagawa
岳 玉川
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Funen Across Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a junction pipe joint for drainage, which is slim, easy to install, having large draining capacity, manufactured at low cost with high manufacturing property, and manufactured also as a fireproof two-layer pipe joint with an inner pipe made of synthetic resin. <P>SOLUTION: The pipe joint 1 including vertical pipe connection ports 3 at upper and lower parts, and a branch pipe connection port 5 at an intermediate part 6, is adapted to form the upper and lower parts in straight cylinder shape and to provide swirl vanes one each in the pipe to give swirl to a flowing-down fluid. The intermediate part is formed as a large diameter part with an inner diameter slightly enlarged, and a short diameter reduced part 11 is formed at the lower end thereof. The branch pipe connection port is provided within a shade range of the upper swirl vane 9, and the lower swirl vane 10 is provided so that a position symmetrical by 180° to the shade range is a shade range. A guide protrusion 24 is protrusively provided above a region of the lower swirl vane. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、集合住宅やホテル、オフィスビル等の建築物や構造物に設備される排水用合流管継手に関する。   The present invention relates to a merging pipe joint for drainage installed in a building or a structure such as an apartment house, a hotel, or an office building.

排水用合流管継手は、通常、高層建築物を上下に貫通する排水縦管の途中の床スラブに埋設して設けられるもので、継手の上下には排水縦管が接続される縦管接続口を備え、中間部には横枝管が接続される枝管接続口を備えている。また、継手の内部には、流下する排水に旋回を与えるための旋回羽根を設け、これにより排水を旋回させてその旋回中心に管内圧力の変動を防止するための空気コアを形成し、排水能力を向上させるようにしたものも知られている。旋回羽根は、通常は枝管接続口よりも下流の位置に設けられるが、枝管接続口の上流にも設けて排水に大きな旋回力を与えることも提案されている(特開平9−100985号公報)。   A drainage confluence pipe joint is usually embedded in a floor slab in the middle of a drainage vertical pipe that penetrates a high-rise building up and down, and a vertical pipe connection port to which a drainage vertical pipe is connected above and below the joint The middle part is provided with a branch pipe connection port to which a lateral branch pipe is connected. In addition, a swirl vane is provided inside the joint to swirl the drained water, thereby forming an air core for swirling the drainage and preventing fluctuations in the pipe pressure at the swivel center. There are also known methods that improve the performance. The swirl vane is usually provided at a position downstream of the branch pipe connection port, but it is also proposed to provide the swirl blade upstream of the branch pipe connection port to give a large swirling force to the drainage (Japanese Patent Laid-Open No. 9-100805). Publication).

また、枝管接続口が設けられる継手の中間部は、縦管からの排水と枝管接続口からの排水が合流するため、排水が充満しがちであり、これによって管内が塞がり空気コアが消滅するという事態を避けるために大きな容積が必要になる。継手は、前記したように床スラブに形成した貫通孔内に埋設されるので、継手の口径は小さい方が貫通孔も小さくなり施工も容易になるが、実際は縦管接続口の口径よりも50%以上大きく形成されているのでこれに伴って貫通孔も大きくなり、施工上の不便がある。また、このような中間部を拡大させた場合、中間部から下方の縦管接続口までの管内は長い漏斗状に縮径され、下方の旋回羽根はこの縮径部に設けられている(特開平6−117000号公報)。   Moreover, the drainage from the vertical pipe and the drainage from the branch pipe connection port merge at the middle part of the joint where the branch pipe connection port is provided, so that the drainage tends to fill up. A large volume is required to avoid the situation. Since the joint is embedded in the through hole formed in the floor slab as described above, the smaller the diameter of the joint, the smaller the through hole and the easier the construction. Since it is formed to be larger than 50%, the through-holes are increased accordingly, which is inconvenient in construction. Further, when such an intermediate portion is enlarged, the inside of the pipe from the intermediate portion to the lower vertical pipe connection port is reduced in diameter to a long funnel, and the lower swirl vane is provided in this reduced diameter portion (special feature). (Kaihei 6-117000).

縦管接続口から流下する排水が枝管接続口に逆流したり、枝管接続口が複数である場合に一方の枝管接続口からの排水が管内壁で反射して他の枝管接続口内へ逆流することがあるので、これを防止するため枝管接続口の両側の管内壁に継手の長さ方向に延びる逆流防止板を突設することも行われている(特開平9−310389号公報(図1)、特開2000−144838号公報(図2、図3))。   Drainage that flows down from the vertical pipe connection port flows back to the branch pipe connection port, or when there are multiple branch pipe connection ports, the drainage from one branch pipe connection port is reflected by the inner wall of the pipe and enters the other branch pipe connection port. In order to prevent this, a backflow prevention plate extending in the length direction of the joint is projected on the pipe inner wall on both sides of the branch pipe connection port (Japanese Patent Laid-Open No. 9-310389). Publication (FIG. 1), Japanese Patent Laid-Open No. 2000-144838 (FIGS. 2 and 3)).

こうした排水用合流管継手として、合成樹脂製の内管に繊維混入モルタルで被覆した耐火二層管継手と、鋳鉄などの金属製継手のものが市販されている。   As such merging pipe joints for drainage, a fireproof double-layer pipe joint in which an inner pipe made of a synthetic resin is coated with fiber-mixed mortar and a metal joint such as cast iron are commercially available.

特開平9−100985号公報Japanese Laid-Open Patent Publication No. 9-100705 特開平6−117000号公報JP-A-6-117000 特開平9−310389号公報Japanese Patent Laid-Open No. 9-310389 特開2000−144838号公報JP 2000-144838 A

近時、建物が高層化しており、そのため排水管は多層階の排水を行えるように排水能力の向上が要望されている。排水縦管や継手の口径を大きくすれば排水量も大きくできるが、資材コストが高価になり、継手の設置のために床スラブに形成される貫通孔も大きくする必要が生じて施工コストも高くなるので、小口径の縦管と継手を使用することが望ましい。しかし、継手には枝管接続口が設けられこれに流入する排水も縦管の排水に合流して排水する必要があり、小口径の継手では旋回羽根が枝管接続口の上下に設けられているにも係らず空気コアが消滅して管内圧力が変動し、排水能力が低下してしまう不都合がある。
上記特許文献1のものは、旋回羽根が設けられる部位も枝管接続口が設けられる中間部も同径に構成したもので、スリムな形状になるが、枝管接続口からの排水が縦管の排水と合流したときの増大する流量を捌くために、床スラブよりやや高いレベルに位置すべき枝管接続口の開口部が下方に拡げられて旋回羽根を設けた部位よりも外径が大きくなっており、そのため床スラブの貫通孔も大きく開口形成しなければならず、施工作業の観点からはあまりスリム化のメリットがない。また、接続口の上方に逆流防止のための庇が設けられているため、排水の旋回が妨げられることになって排水能力を減殺してしまう不都合がある。更に、特許文献1のものの中間部には合流流量に対しての余裕がないため、縦管を流下してくる排水と横枝管からの排水が合流する際に空気コアが減少し、これが管内に圧力変動を生じさせて排水能力を低下させてしまう原因になっている。
Recently, buildings have become taller, and so drainage pipes are required to have improved drainage capacity so that they can drain on multiple floors. Increasing the diameter of the drainage vertical pipe and joint can increase the amount of drainage, but the material cost becomes expensive, and it is necessary to enlarge the through-hole formed in the floor slab to install the joint, which also increases the construction cost. Therefore, it is desirable to use a small diameter vertical pipe and a joint. However, the joint is provided with a branch pipe connection port, and the drainage flowing into this must also be drained by merging with the drainage of the vertical pipe, and in the small-diameter joint, swirl vanes are provided above and below the branch pipe connection port. Nevertheless, the air core disappears, the pressure in the pipe fluctuates, and the drainage capacity is reduced.
In the above-mentioned Patent Document 1, the portion where the swirl vane is provided and the intermediate portion where the branch pipe connection port is provided are configured to have the same diameter, and the slim shape is formed, but the drainage from the branch pipe connection port is the vertical pipe. In order to increase the flow rate when combined with the waste water, the opening of the branch pipe connection port that should be positioned slightly higher than the floor slab is expanded downward and the outer diameter is larger than the part where the swirl blades are provided Therefore, the through-hole of the floor slab has to be formed with a large opening, and there is not much merit of slimming from the viewpoint of construction work. In addition, since a gutter for preventing backflow is provided above the connection port, there is a disadvantage that the swirling of the drainage is hindered and the drainage capacity is reduced. Furthermore, since there is no margin for the combined flow rate in the middle part of Patent Document 1, the air core is reduced when the drainage flowing down the vertical pipe and the drainage from the side branch pipe merge, This causes pressure fluctuations and reduces drainage capacity.

特許文献2に見られるような、合流に備えて継手の中間部を大径に形成した形式のものでは、旋回羽根を縮径するテーパ部に設けるのが一般であり、この構成で効率のよい旋回流を得るには、旋回羽根を大きく立ち上がらせてテーパ部付近の流れを旋回させるか複数枚の旋回羽根を設けねばならず、これは継手の構造が複雑になって製作性を損ないコストを高めることになって好ましくない。   In the type in which the intermediate part of the joint is formed with a large diameter in preparation for merging as seen in Patent Document 2, it is generally provided in a tapered part that reduces the diameter of the swirl blade, and this configuration is efficient. In order to obtain a swirling flow, the swirling blades must be raised significantly to swirl the flow in the vicinity of the taper, or a plurality of swirling blades must be provided, which complicates the joint structure and impairs manufacturability. It is not preferable to increase it.

本発明は、こうした不都合等を解消し、スリムな外径を有して設置し易く内部構造も比較的簡単でしかも排水能力の大きい排水用合流管継手を提供すること、金属継手もしくは合成樹脂を内管とする耐火二層管継手としても製作可能で安価に製作できる排水用合流管継手を提供することを課題とするものである。   The present invention eliminates such inconveniences, provides a drainage merging pipe joint having a slim outer diameter, being easy to install, having a relatively simple internal structure, and having a large drainage capacity, a metal joint or a synthetic resin. It is an object of the present invention to provide a drainage confluence pipe joint that can be manufactured as a fireproof double-layer pipe joint as an inner pipe and can be manufactured at low cost.

本発明では、上記課題を解決すべく、上下に縦管接続口を備え、中間部に横枝管が接続される枝管接続口を備えた排水用合流管継手であって、中間部よりも上方部分及び中間部よりも下方部分の管内径を直筒状に形成して各直筒部の管内壁に管内を流下する流体に旋回を与える旋回羽根を1枚ずつ傾斜状態で設けたものにおいて、該中間部の内径を該枝管接続口の上部位置付近から下部位置付近までやや拡大した大径部に形成すると共に各旋回羽根のすぐ上流側に管内壁を伝う流れが剥離しない程度に小さく傾斜した縮径部を夫々形成し、上方の旋回羽根の陰影範囲内に枝管接続口を位置させ、この陰影範囲に対して180度前後の略対称位置が陰影範囲になるように下方の旋回羽根を設けるようにした。   In the present invention, in order to solve the above problems, a drainage junction pipe joint having a vertical pipe connection port at the top and bottom and a branch pipe connection port to which a horizontal branch pipe is connected to the middle part, which is more than the middle part The inner diameter of the lower part of the upper part and the lower part of the upper part and the intermediate part is formed in a straight cylinder shape, and the swirl blades are provided in an inclined state one by one on the pipe inner wall of each straight tube part to give swirl to the fluid flowing down the pipe. The inner diameter of the intermediate part is formed in a large diameter part that is slightly enlarged from near the upper position to the lower position of the branch pipe connection port, and is inclined so small that the flow along the inner wall of the pipe is not separated immediately upstream of each swirl vane. Each reduced diameter part is formed, the branch pipe connection port is located within the shaded range of the upper swirl vane, and the lower swirl vane is placed so that the approximately symmetrical position about 180 degrees with respect to this shaded range is the shaded range. I made it.

上記枝管接続口は、排水用合流管継手の中心軸に対して90度水平旋回した位置関係で複数設けることが可能であり、該枝管接続口の開口部の両脇に位置した管内壁に該継手の長さ方向に延びる逆流防止板を突設することが好ましい。この逆流防止板の管内壁から継手軸心方向へ突出する高さは、上方の旋回羽根を設けた部位の管内径の領域内へ突出しない程度の高さとする。また、製作性の向上と排水能力の向上のため、各旋回羽根の平面形状を半弓状に形成し、その羽根面を上記管内壁に向かう方向にも傾斜する平面に形成される。上方の旋回羽根を設けた直筒状の上方部分の内径を、下方の旋回羽根を設けた直筒状の下方部分の内径とほぼ同径に形成し、上記中間部の内径を、下方の旋回羽根を設けた直筒状の下方部分の内径よりも約20%以下程度大きく形成することでスリム且つ高排水能力の継手が得られる。   A plurality of the branch pipe connection ports can be provided in a positional relationship rotated 90 degrees horizontally with respect to the central axis of the drainage confluence pipe joint, and the pipe inner wall located on both sides of the opening of the branch pipe connection port It is preferable to project a backflow prevention plate extending in the length direction of the joint. The height of the backflow prevention plate protruding from the inner wall of the tube in the axial direction of the joint is set to a height that does not protrude into the region of the inner diameter of the tube where the upper swirl vane is provided. Further, in order to improve manufacturability and drainage capacity, the plane shape of each swirl vane is formed in a semi-bow shape, and the vane surface is formed in a plane inclined also in the direction toward the inner wall of the pipe. The inner diameter of the straight cylindrical upper part provided with the upper swirl vane is formed to be substantially the same as the inner diameter of the lower cylindrical part provided with the lower swirl vane, and the inner diameter of the intermediate part is defined as the lower swirl vane. A slim and high drainage joint can be obtained by forming it approximately 20% or less larger than the inner diameter of the provided straight cylindrical lower part.

好ましい構成は、上下に縦管接続口を備え、中間部に横枝管が接続される枝管接続口を備えた排水用合流管継手であって、中間部よりも上方部分及び中間部よりも下方部分の管内径を直筒状に形成して各直筒部の管内壁に管内を流下する流体に旋回を与える旋回羽根を1枚ずつ傾斜状態で設け、該枝管接続口の開口部の両脇に位置した管内壁に該継手の長さ方向に延びる逆流防止板を突設したものにおいて、該上方部分の内径を下方部分の内径とほぼ同径に形成すると共に該中間部の内径を該下方部分の内径よりも約20%程度大きく形成し、各旋回羽根のすぐ上流側に管内壁を伝う流れが剥離しない程度に小さく傾斜した縮径部を夫々形成し、上方の旋回羽根の陰影範囲内に枝管接続口を位置させ、この陰影範囲に対して180度前後の略対称位置が陰影範囲になるように下方の旋回羽根を設け、上方及び下方の旋回羽根を平面形状が半弓状でその羽根面を管内壁に向けても傾斜させた構成であり、この構成とすることで本発明の目的が的確に達成できる。   A preferred configuration is a drainage merging pipe joint having a vertical pipe connection port at the top and bottom and a branch pipe connection port to which a horizontal branch pipe is connected at the middle part, which is higher than the middle part and more than the middle part. The inner diameter of the lower portion of the pipe is formed in a straight tube shape, and one swirl blade is provided on the inner wall of each straight tube portion to swirl the fluid flowing down in the pipe, in an inclined state, on both sides of the opening of the branch pipe connection port The inner wall of the pipe is provided with a backflow prevention plate projecting in the length direction of the joint, and the inner diameter of the upper part is formed to be substantially the same as the inner diameter of the lower part. Formed approximately 20% larger than the inner diameter of each part, and each of the swirl vanes is formed with a diameter-reduced portion that is small and slanted so that the flow along the inner wall of the pipe is not separated, and within the shaded range of the upper swirl vane. The branch pipe connection port is positioned at approximately 180 degrees with respect to this shaded range. The lower swirl vane is provided so that the nominal position is in the shaded range, and the upper and lower swirl vanes are planar with a semi-bow shape and the vane surface is inclined even toward the inner wall of the pipe. By doing so, the object of the present invention can be achieved accurately.

上記排水用合流管継手を、縦管接続口、縮径部及び上方の旋回羽根を備えた直筒状の上部継手部材と、枝管接続口を備え且つ上部継手部材の下端部が嵌入される大径部に形成された中間継手部材と、該中間継手部材の下端部の嵌入口、漏斗状の縮径部及び下方の旋回羽根を備えた直筒部並びに縦管接続口を有する下部継手部材とを組立てする構成とすることで小型で排水能力が大きくしかも製作性のよい継手が得られ、上記排水用合流管継手を合成樹脂により製作し、その外周を繊維混入モルタルで被覆することで耐火二層管継手とすることも可能である。上記枝管接続口の開口部を縦長の長円形に形成すると、同一水平面上に開口面積の大きい複数本の枝管接続口を設けることができるようになる。   The drainage merging pipe joint includes a vertical pipe connection port, a diameter-reduced portion, and a straight cylindrical upper joint member provided with an upper swirl vane, a branch pipe connection port, and a large portion into which the lower end portion of the upper joint member is fitted. An intermediate joint member formed in the diameter portion, a fitting joint at the lower end of the intermediate joint member, a straight tube portion having a funnel-shaped reduced diameter portion and a lower swirl blade, and a lower joint member having a vertical pipe connection port A small, large drainage capacity and good manufacturable joint can be obtained by assembling the assembly, and the drainage merging pipe joint is made of synthetic resin, and its outer periphery is covered with fiber-mixed mortar to provide two layers of fireproof It is also possible to use a pipe joint. When the opening portion of the branch pipe connection port is formed in a vertically long oval shape, a plurality of branch pipe connection ports having a large opening area can be provided on the same horizontal plane.

上記枝管を90°水平旋回した位置関係を有する2本の枝管で構成し、下方の旋回羽根の領域と対応した位置に、管内壁に沿った流れを下方の旋回羽根上へ誘導する誘導突条を突設することで、多くの排水を下方の旋回羽根に載せて旋回させることができ、継手内に空気コアを確立して排水能力を向上させることができる。該誘導突条は、下方の旋回羽根の陰影範囲の管内壁に沿った周方向の中央位置よりも排水の旋回方向と逆方向へ多少偏位した位置の管内壁に設けると、排水能力がより一層向上する。さらに、下方部分の旋回羽根が設けられる範囲の直筒部の内径をわずかに漏斗状に形成しておくことによっても、排水能力をより一層向上できる。   The above-mentioned branch pipe is composed of two branch pipes having a positional relationship obtained by turning 90 ° horizontally, and guiding the flow along the inner wall of the pipe onto the lower swirl vane at a position corresponding to the area of the lower swirl vane By projecting the ridges, a large amount of drainage can be swung on the lower swirl vane, and an air core can be established in the joint to improve drainage capacity. If the guide ridge is provided on the inner wall of the pipe at a position slightly deviated in the direction opposite to the swirling direction of the drainage from the central position in the circumferential direction along the inner wall of the pipe in the shaded area of the lower swirling vane, the drainage capacity is further improved. Further improvement. Furthermore, the drainage capacity can be further improved by forming the inner diameter of the straight tube portion in a range where the swirl vanes in the lower portion are provided in a slightly funnel shape.

本発明に係る継手は、上方の縦管接続口から流入した排水を上方の旋回羽根で旋回させ、枝管接続口を備えた中間部を通った後に下方の旋回羽根で再び旋回を与え、下方の縦管接続口から縦管へと排出するが、該中間部の内径を該枝管接続口の上部位置付近から下部位置付近までやや拡大した大径部に形成すると共に各旋回羽根のすぐ上流側に管内壁を伝う流れが剥離しない程度に小さく傾斜した縮径部が夫夫々形成されているので、上方の縦管接続口からの排水は、上方の縮径部により減速されて管壁に沿って流れると同時に上方の旋回羽根により集められそして旋回が与えられ、続く拡径された中間部においては旋回力のため多少外方へ拡がって下方の縮径部へと流下し、この縮径部により再び減速され管内壁を伝う流れとなって下方の旋回羽根に載り、旋回されて下方の縦管接続口から縦管内へ排出される。この場合、上方の縮径部で排水が減速されるので管壁を伝う排水が多くなり、これをそのまま上方の旋回羽根で旋回させることができるから排水の旋回効果が高まって空気コアが形成され、管内圧力の変動が防止される。また、中間部は、枝管接続口からの排水が合流したときの管内閉塞防止に備えて上方部分よりも多少拡大されており、そのため旋回された排水は旋回力で拡散し、中間部の管壁を伝って流下することになるが、下方の縮径部がその流れを減速して直筒状の下方部分の管内壁に流れを伝わせ、下方の旋回羽根において再び旋回が与えられて下方の縦管接続口から縦管へ排出され、下方の管内にも排水旋回による空気コアが形成される。   In the joint according to the present invention, the waste water flowing in from the upper vertical pipe connection port is swirled by the upper swirl vane, and after passing through the intermediate portion provided with the branch pipe connection port, the swirl is again given by the lower swirl vane. Is discharged from the vertical pipe connection port to the vertical pipe, and the inner diameter of the intermediate portion is formed in a large diameter portion slightly enlarged from the vicinity of the upper position of the branch pipe connection port to the vicinity of the lower position, and immediately upstream of each swirl vane. Since the diameter-reduced portions that are so small that the flow along the inner wall of the pipe is not separated are formed on the side, the drainage from the upper vertical tube connection port is decelerated by the upper reduced-diameter portion and is moved to the tube wall. At the same time, it is collected by the upper swirling vanes and swirled, and in the intermediate part that has been enlarged in diameter, it spreads outward slightly due to the turning force and flows down to the reduced diameter part. The air is decelerated again by the section and flows along the inner wall of the pipe. Rests on round blade, is being swivel discharged from the vertical pipe connecting port below the vertical tube. In this case, since the drainage is decelerated at the upper diameter-reduced portion, the amount of drainage that travels along the pipe wall increases, and this can be swirled by the upper swirl vane as it is, so that the swirling effect of drainage is enhanced and the air core is formed. , Fluctuations in the pipe pressure are prevented. In addition, the intermediate part is somewhat larger than the upper part in order to prevent clogging in the pipe when the drainage from the branch pipe connection port merges, so that the swirled drainage diffuses by the turning force, and the middle pipe The lower diameter-reduced portion decelerates the flow and transmits the flow to the pipe inner wall of the straight cylindrical lower part, and the lower swirl vane is swirled again to lower the flow. The air core is discharged from the vertical pipe connection port to the vertical pipe, and an air core is formed in the lower pipe by swirling the drainage.

横枝管から流入した排水はやや拡大した中間部の管内壁に沿って拡がり、排水が管中央部へこぼれ落ちない程度の小さな傾斜の縮径部により減速されて下方の旋回羽根に誘導され、そのため狭幅な旋回羽根でも効率よく管壁に沿った旋回流を生じさせることができ、換言すれば横枝管からの排水を旋回させて管内に排水能力を向上させるための空気コアが確立できる。また、継手管内を流下していく排水は、まず上方の旋回羽根で旋回力が与えられ、その旋回状態を乱さない程度の緩やかな傾斜角度の縮径部を介することで排水速度が減速され、減速されているため下方の旋回羽根で旋回力を有効に付加することができ、その結果、高い旋回力により良好な空気コアが形成され、管内の圧力変動が減少して排水能力がアップする。   Drainage flowing from the side branch pipe spreads along the slightly expanded middle pipe inner wall, and is decelerated by a small-diameter reduced diameter part so that the drainage does not spill into the center of the pipe and is guided to the lower swirl vane. Even a narrow swirl vane can efficiently generate a swirl flow along the tube wall. In other words, an air core for swirling the drainage from the side branch pipe to improve drainage capacity can be established. In addition, the drainage flowing down in the joint pipe is first given a turning force by the upper swirl blade, and the drainage speed is reduced through a reduced diameter portion with a gentle inclination angle that does not disturb the swirling state, Since it is decelerated, it is possible to effectively apply the turning force with the lower turning blade, and as a result, a good air core is formed by the high turning force, the pressure fluctuation in the pipe is reduced, and the drainage capacity is increased.

更に、上方の旋回羽根の陰影範囲内に枝管接続口を位置させてあるので、枝管接続口が複数である場合でも、縦管からの旋回した排水と横枝管からの排水が同時に流入する合流状態のとき、その旋回羽根の受水面に上流側直下に位置した横枝管から流入する排水に対してはその枝管接続口径のほぼ半分以下の程度でしか縦管の排水が干渉せず、該受水面の下流側直下に位置した横枝管から流入する排水に対しては縦管の排水が衝突しない。そのため、横枝管からの排水が縦管からの排水の旋回を破壊することなくスムースに合流し、旋回力の強さが維持されて管中央に空気コアが確立するので高い排水能力が発揮される。枝管接続口が1個の場合は、旋回羽根により十分に縦管排水と横枝管排水の衝突を避けることができ、排水能力が良好になる。   Furthermore, because the branch pipe connection port is located within the shaded area of the upper swirl vane, even if there are multiple branch pipe connection ports, swirling drainage from the vertical pipe and drainage from the side branch pipe flow in simultaneously. In the merged state, the drainage of the vertical pipe interferes with the drainage flowing in from the side branch pipe located immediately below the upstream side of the swirl blade's water receiving surface only to about half or less of the branch pipe connection diameter. In addition, the drainage of the vertical pipe does not collide with the drainage flowing in from the lateral branch pipe located immediately below the water receiving surface. Therefore, the drainage from the horizontal branch pipe smoothly joins without destroying the swirling of the drainage from the vertical pipe, and the strength of the swirling force is maintained and the air core is established in the center of the pipe, so high drainage capacity is demonstrated. The When there is one branch pipe connection port, the swirl vane can sufficiently avoid the collision between the vertical pipe drainage and the horizontal branch pipe drainage, and the drainage capacity is improved.

下方の旋回羽根は、上方の旋回羽根の陰影範囲と180度対称位置が陰影範囲になるように設けられおり、上方の旋回羽根で旋回されて流下する縦管排水の多くを受けると共に枝管接続口の反対側に位置するので管内を横断したのち対向面の内壁に沿って流下する横枝管からの排水の多くを受けることができ、下方の旋回羽根で排水の多くに旋回力を与えて排水能力を向上させることができる。   The lower swirl vane is provided so that the shadow range of the upper swirl vane and the 180 ° symmetrical position are within the shaded range. Because it is located on the opposite side of the mouth, it can receive much of the drainage from the side branch pipe that flows down along the inner wall of the opposite surface after traversing the inside of the pipe, and it gives swirling force to much of the drainage with the lower swirling blade The drainage capacity can be improved.

管内には枝管接続口の両脇の位置に該排水用合流管継手の長さ方向に延びる逆流防止板が突設されているので、横枝管からの排水が枝管接続口の反対側の管内壁に衝突して隣接する他の枝管接続口内へ逆流することを防止できるが、この逆流防止板の高さを上方の旋回羽根を設けた部位の管内径の領域内へ突出しない程度の高さとして管内の旋回流の範囲にまで突出しないようにしたので、旋回流の破壊が防止され、排水能力が向上する。また、上下の旋回羽根を半弓状でその羽根面を管内壁に向けて傾斜させることで、排水を管内壁に沿わせて大きく旋回させることができる。   Since a backflow prevention plate extending in the length direction of the drainage junction pipe joint is provided in the pipe on both sides of the branch pipe connection port, the drainage from the side branch pipe is opposite to the branch pipe connection port. However, the height of the backflow prevention plate does not protrude into the region of the inner diameter of the tube where the upper swirl vane is provided. Since the height of the tube does not protrude into the range of the swirling flow in the pipe, the swirling flow is prevented from being destroyed and the drainage capacity is improved. Further, the upper and lower swirl vanes are semi-arched and their blade surfaces are inclined toward the inner wall of the pipe, so that the drainage can be swirled along the inner wall of the pipe.

本発明の構成によれば上記のように管継手の管径を小さくしてスリム化して排水能力を向上させることが可能になり、管継手外部には枝管接続口以外の突出部がないから、管継手を埋設するために床スラブに形成する貫通孔も小さくすることができ、配管施工が容易になり、旋回羽根が上方部分と下方部分に夫々1枚ずつ設ける構成であるから製作性も良く、管継手全体が小型で軽量化でき、搬送も便利で安価に製作できる。   According to the configuration of the present invention, it is possible to improve the drainage capacity by reducing the pipe diameter of the pipe joint as described above, and there is no protrusion other than the branch pipe connection port outside the pipe joint. The through-hole formed in the floor slab for embedding the pipe joint can also be made small, the piping work is facilitated, and the manufacturability is also provided because the swirl vane is provided in the upper part and the lower part respectively. Well, the entire pipe joint is small and light, and it is convenient and inexpensive to manufacture.

本発明の管継手を、縦管接続口、縮径部及び上方の旋回羽根を備えた直筒状の上部継手部材と、枝管接続口を備え且つ上部継手部材の下端部が嵌入される大径部に形成された中間継手部材と、該中間継手部材の下端部の嵌入口、漏斗状の縮径部及び下方の旋回羽根を備えた直筒部並びに縦管接続口を有する下部継手部材とで構成し、これらを組立てすることで管継手が構成されるようにすることで、製作が一層容易になる。   The pipe joint of the present invention has a straight pipe-shaped upper joint member provided with a vertical pipe connection port, a reduced diameter portion and an upper swirl vane, and a large diameter provided with a branch pipe connection port and into which the lower end portion of the upper joint member is fitted. The intermediate joint member formed in the section, and a lower joint member having a fitting portion at the lower end of the intermediate joint member, a straight tube portion having a funnel-shaped reduced diameter portion and a lower swirl blade, and a vertical pipe connection port However, by assembling them, the pipe joint is configured, so that the manufacture becomes easier.

横枝管を90°水平旋回した位置関係を有する2本の横枝管で構成し、下方の旋回羽根の領域と対応した位置に、管内壁に沿った流れを下方の旋回羽根上へ誘導する誘導突条を突設することで、多くの排水を下方の旋回羽根において旋回させることができるから、空気コアを生成が良好になり、排水能力がより一層向上する。また、下方部分の旋回羽根が設けられる範囲の直筒部の内径をわずかに漏斗状に形成しておくことによっても、空気コアの生成が良好になり、排水能力を更に向上できる。   The horizontal branch pipe is composed of two horizontal branch pipes having a positional relationship obtained by horizontally turning 90 °, and the flow along the inner wall of the pipe is guided onto the lower swirl vane at a position corresponding to the area of the lower swirl vane. By projecting the guide ridge, a large amount of drainage can be swirled by the lower swirl vane, so that the air core can be generated well and the drainage capacity can be further improved. In addition, by forming the inner diameter of the straight cylindrical portion in a range where the swirling blades in the lower part are provided in a slightly funnel shape, the generation of the air core is improved and the drainage capacity can be further improved.

本発明の実施例の切断側面図Cut side view of an embodiment of the present invention 図1の2−2線部分の拡大切断平面図FIG. 1 is an enlarged cut plan view taken along line 2-2 of FIG. 横枝管が1つの場合の図2に対応した切断平面図Cutting plan view corresponding to FIG. 2 in the case of one side branch pipe 旋回羽根の羽根面の傾斜状態の説明図Explanatory drawing of the inclined state of the blade surface of the swirl blade

本発明の実施の形態を、合成樹脂製の内管に繊維混入モルタルを被覆した耐火二層管形の排水用合流管継手に適用した場合につき説明する。図1及び図2に於いて、符号1は上下に縦管2、2が接続される縦管接続口3、3を備え、その中間部6に2本の横枝管4、4が接続される枝管接続口5、5を備えた排水用合流管継手を示し、中間部6よりも上方部分7と下方部分8の管内径を略同径の直筒状に形成してその管内壁に半弓状の受水面を有する傾斜した旋回羽根9、10を1枚ずつ設けて管内を流下する流体に旋回を与えるようにした。こうした構成は従来の排水用合流管継手も備えるところであるが、本発明のものでは、該中間部6の内径を該枝管接続口5の上部位置付近から下部位置付近までやや拡大した大径部に形成すると共に各旋回羽根9、10のすぐ上流側に排水を減速させる小さく傾斜した短い縮径部11を形成した。この縮径部11は管内壁を伝う流れが内壁から剥離することを抑制するように作用する。また、上方の旋回羽根9の半弓状の陰影範囲内に枝管接続口5、5を位置させ、この陰影範囲と180度対称位置が陰影範囲になるように下方の旋回羽根10を設けるようにした。更に該枝管接続口5の開口部の両脇に位置した管内壁15には、該管継手の長さ方向に延びる逆流防止板13を突設した。この逆流防止板13は、排水が互いに干渉して排水のない横枝管4へ逆流することを防止する作用を営む。   The embodiment of the present invention will be described in the case where the present invention is applied to a refractory double-layer pipe drain joint pipe joint in which a synthetic resin inner pipe is covered with fiber-mixed mortar. 1 and 2, reference numeral 1 includes vertical pipe connection ports 3 and 3 to which vertical pipes 2 and 2 are connected up and down, and two horizontal branch pipes 4 and 4 are connected to an intermediate portion 6 thereof. 1 shows a confluence pipe joint for drainage comprising branch pipe connection ports 5 and 5, wherein the pipe inner diameters of the upper part 7 and the lower part 8 with respect to the intermediate part 6 are formed in a straight cylinder shape having substantially the same diameter, and the pipe inner wall is half Each of the inclined swirl blades 9 and 10 each having an arcuate water receiving surface is provided to swirl the fluid flowing down the pipe. Such a configuration is also provided with a conventional drainage confluence pipe joint, but in the present invention, the large-diameter part in which the inner diameter of the intermediate part 6 is slightly enlarged from the vicinity of the upper part of the branch pipe connection port 5 to the vicinity of the lower part. And a small diameter-reduced portion 11 having a small slope for slowing down the drainage is formed immediately upstream of the swirl vanes 9 and 10. The diameter-reduced portion 11 acts so as to suppress the flow traveling along the inner wall of the pipe from being separated from the inner wall. Further, the branch pipe connection ports 5 and 5 are positioned within the semi-bow-shaped shadow range of the upper swirl vane 9, and the lower swirl blade 10 is provided so that this shadow range and the 180 ° symmetrical position become the shadow range. I made it. Furthermore, a backflow prevention plate 13 extending in the length direction of the pipe joint is provided on the pipe inner wall 15 located on both sides of the opening of the branch pipe connection port 5. The backflow prevention plate 13 serves to prevent drainage from interfering with each other and backflow to the side branch pipe 4 without drainage.

複数の枝管接続口5を設ける場合は、図2に示したように、各枝管接続口の軸心12を合流管継手1の中心軸に対して90度旋回した位置関係になるように設けることが好ましく、これによって横枝管4から流入する排水同士の干渉が緩和される。   When a plurality of branch pipe connection ports 5 are provided, as shown in FIG. 2, the axial center 12 of each branch pipe connection port is rotated by 90 degrees with respect to the central axis of the merging pipe joint 1. It is preferable to provide this, so that the interference between the waste water flowing from the side branch pipes 4 is alleviated.

上下に設けた各旋回羽根9、10の平面形状は半弓状であり、その羽根面14は例えば左旋回流を生じるように一端から他端へ向けて傾き、更に図4に示すように管内壁15に向けても水平から約10度程度の傾角17を有する平面の受水面16に形成し、受水した縦管排水を管内壁15に沿わせて旋回流に確実に変換できるようにした。   The plane shape of the swirling blades 9 and 10 provided at the top and bottom is a semi-bow shape, and the blade surface 14 is inclined from one end to the other end so as to generate, for example, a left swirling flow. Further, as shown in FIG. The vertical pipe drainage is formed on a flat water receiving surface 16 having an inclination angle 17 of about 10 degrees from the horizontal even when facing 15, so that the received vertical pipe drainage can be reliably converted into a swirling flow along the pipe inner wall 15.

該逆流防止板13の突端は、上方の旋回羽根9を設けた部位の管内径の投影面の領域を犯さない程度に突出しており、この構成とすることにより管内壁15に沿って旋回する縦管排水を妨げずに一方の横枝管4からの枝管排水が他方の横枝管4に逆流することを防止することができる。   The protruding end of the backflow prevention plate 13 protrudes to the extent that it does not violate the region of the projection surface of the inner diameter of the tube where the upper swirl vane 9 is provided. With this configuration, the vertical end swirling along the inner wall 15 of the tube. It is possible to prevent the branch pipe drainage from one side branch pipe 4 from flowing back to the other side branch pipe 4 without disturbing the pipe drainage.

上記上方部分7の内径寸法と下方部分8の内径寸法をほぼ同径に形成しておくことで、横枝管4から流入した排水が内壁を伝うようになり空気コアの形成が確実になる。また、中間部6の内径を、下方の旋回羽根10を設けた直筒状の下方部分8の内径よりも約20%以下程度大きく形成しておくことでも同様に横枝管4から排水が流入するときの空気コアの形成が確実になる。尚、下方部分8の旋回羽根10が設けられる範囲の内径を、わずかに、例えば4%程度縮径する漏斗状に形成しておくことで排水がより一層内壁を伝って流下し易くなり排水性能が向上する。   By forming the inner diameter dimension of the upper portion 7 and the inner diameter dimension of the lower portion 8 to be substantially the same diameter, the waste water flowing from the side branch pipe 4 is transmitted through the inner wall, and the formation of the air core is ensured. Similarly, drainage flows from the side branch pipe 4 by forming the inner diameter of the intermediate portion 6 to be about 20% or less larger than the inner diameter of the straight cylindrical lower portion 8 provided with the lower swirl vanes 10. The formation of the air core at certain times is ensured. In addition, by forming the inner diameter of the lower portion 8 in the range where the swirling blades 10 are provided in a funnel shape that is slightly reduced in diameter, for example, about 4%, the drainage can further easily flow down the inner wall and drainage performance. Will improve.

本発明の排水用合流管継手1を、縦管接続口3と上方の旋回羽根9を備えた直筒状の上部継手部材18と、枝管接続口5を備え且つ上部継手部材18の下端部が嵌入される大径部に形成された中間継手部材19と、該中間継手部材19の下端部が嵌入される漏斗状の縮径部11と下方の旋回羽根10を備えた直筒部及び縦管接続口3を有する下部継手部材20と、に分割すると製作が容易になる。そして、これらの部材を合成樹脂により成形し、これを組立てたのち外周に繊維混入モルタル21で被覆することで小型且つ高排水能力の耐火二層形の排水用集合管継手が得られる。符号22は上方の縦管接続口3に設けたゴムパッキンである。尚、枝管接続口5が中間部5内へ開口する開口部の形状を縦長の楕円形に形成すると、隣り合う枝管接続口5の管壁が接近せず、小さい口径の中間部6に複数本の比較的太い横枝管4を容易に取り付けできる。   The drainage merging pipe joint 1 of the present invention includes a straight pipe-shaped upper joint member 18 provided with a vertical pipe connection port 3 and an upper swirl vane 9, a branch pipe connection port 5, and the lower end portion of the upper joint member 18 is An intermediate joint member 19 formed in the large-diameter portion to be inserted, a funnel-shaped reduced-diameter portion 11 into which the lower end portion of the intermediate joint member 19 is inserted, and a straight tube portion and a vertical pipe connection provided with the lower swirl blade 10 If it divides | segments into the lower joint member 20 which has the opening | mouth 3, manufacture will become easy. Then, these members are molded from a synthetic resin, assembled, and then coated on the outer periphery with fiber-mixed mortar 21, whereby a fireproof two-layer drainage collective pipe joint having a high drainage capacity is obtained. Reference numeral 22 denotes a rubber packing provided in the upper vertical pipe connection port 3. In addition, if the shape of the opening part which the branch pipe connection port 5 opens in the intermediate part 5 is formed in a vertically long ellipse, the pipe wall of the adjacent branch pipe connection port 5 does not approach, and the intermediate part 6 having a small diameter is formed. A plurality of relatively thick side branch pipes 4 can be easily attached.

横枝管4として90°水平旋回した位置関係を有する2本の横枝管4を設けた場合、下方の旋回羽根10の領域と対応した位置に、管軸方向に延びる縦長の誘導突条24を突設することが好ましく、この誘導突条24により管内壁に沿った流れの多くが下方の旋回羽根10上へ誘導されるようになり、排水の旋回力が向上するため管内の圧力変動が小さくなって排水能力が向上する。この誘導突条24は、下方の旋回羽根の陰影範囲の管内壁に沿った周方向の中央位置よりも排水の旋回方向26と逆方向へ多少偏位25した位置の管内壁に設けるようにしてもよい。また、この誘導突条24は、その上端を図1に示したように、横枝管4の開口部中心よりも下方の位置に設けることが好ましく、誘導突条24の側面形状を同図に示すような板体により台形状に形成すると排水による衝撃が減少して振動が緩和されて誘導突条24の耐久性が増大する。   When the two horizontal branch pipes 4 having a positional relationship of 90 ° horizontal swirling are provided as the horizontal branch pipes 4, the vertically long guide ridges 24 extending in the tube axis direction at positions corresponding to the regions of the lower swirling blades 10 are provided. This guide ridge 24 allows most of the flow along the inner wall of the pipe to be guided onto the lower swirl blade 10 and improves the swirl force of the drainage, so that the pressure fluctuation in the pipe is changed. It becomes smaller and drainage capacity improves. The guide ridge 24 is provided on the pipe inner wall at a position 25 slightly deviated in the direction opposite to the swirling direction 26 of the drainage from the central position in the circumferential direction along the pipe inner wall in the shaded area of the lower swirl vane. Also good. Further, as shown in FIG. 1, the guide ridge 24 is preferably provided at a position below the center of the opening of the side branch pipe 4, and the side shape of the guide ridge 24 is shown in FIG. If it forms in a trapezoid shape by the plate body shown, the impact by drainage will decrease, the vibration will be relaxed, and the durability of the guide ridge 24 will increase.

図3に枝管接続口5が1つの場合の実施例を示した。この場合も逆流防止板13を枝管接続口5の開口部の両脇の位置に設けておくことで枝管排水が管内で拡散しにくくなり、旋回する縦管排水との衝突が減少して排水能力が向上する。   FIG. 3 shows an embodiment in which there is one branch pipe connection port 5. Also in this case, by providing the backflow prevention plates 13 on both sides of the opening of the branch pipe connection port 5, the branch pipe drainage becomes difficult to diffuse in the pipe, and the collision with the swirling vertical pipe drainage is reduced. The drainage capacity is improved.

図示実施例の作動を説明すると、上方の縦管接続口3から上層階からの排水が流入した場合、上方の旋回羽根9と下方の旋回羽根10で順次に旋回力が与えられ、管内には旋回を妨げる物がないので縮径部11にも余り衝突せずに効率よく管内壁に沿った旋回流となって下方の縦管接続口3から流出し、管内の中央部にはきれいな空気コアが形成されて管内の圧力変動が抑制できるので高い排水能力が発揮される。   Explaining the operation of the illustrated embodiment, when drainage from the upper floor flows in from the upper vertical pipe connection port 3, a swirl force is sequentially given by the upper swirl blade 9 and the lower swirl blade 10, and in the pipe Since there is nothing obstructing the swirling, it does not collide too much with the reduced diameter portion 11 and efficiently flows along the inner wall of the tube and flows out from the lower vertical tube connection port 3. Is formed and the pressure fluctuation in the pipe can be suppressed, so that a high drainage capacity is exhibited.

こうした排水中に1つの横枝管4からも枝管排水が流入してきた場合、枝管接続口5は上方の陰影範囲に設けられているので、その枝管接続口径のほぼ半分以下の程度での干渉或いは衝突しない状態になり、縦管からの排水の旋回を破壊することなく合流する。その結果、旋回力の強さが維持されて高い排水能力が発揮される。また、下方の旋回羽根10は、上方の旋回羽根9と対称位置に設けられているから、旋回されて流下する縦管排水のほかに管内を横断したのち対向面の内壁に沿って流下する横枝管4からの排水も受けて旋回力を与えることができ、合流時の排水能力が高められる。更に、逆流防止板13や誘導突条24が枝管排水の拡散防止と管内壁で反射する反射流を制限するので、管内壁に沿って下方へ枝管排水が誘導され、空気コアや旋回流の損傷が少なくなる。   When the branch pipe drainage flows from one horizontal branch pipe 4 into such drainage, the branch pipe connection port 5 is provided in the upper shaded range, so that the branch pipe connection diameter is about half or less of the branch pipe connection diameter. It will be in the state which does not interfere or collide, and joins without destroying swirling of the drainage from a vertical pipe. As a result, the strength of the turning force is maintained and a high drainage capacity is exhibited. Further, the lower swirl vane 10 is provided in a symmetrical position with the upper swirl vane 9, so that it traverses the inside of the pipe and flows down along the inner wall of the opposing surface in addition to the swirling vertical pipe drainage. The drainage from the branch pipe 4 is also received and a turning force can be applied, and the drainage capacity at the time of merging is enhanced. Further, since the backflow prevention plate 13 and the guide ridge 24 prevent the diffusion of the branch pipe drainage and restrict the reflected flow reflected by the pipe inner wall, the branch pipe drainage is guided downward along the pipe inner wall, and the air core or swirl flow Less damage.

上下の直筒部の内径が100mm、中間部の内径が120mm、枝管接続口5、5の内径が77mm、全長が617mmに設計したものの排水能力を測定したところ、7.5リットル/秒であった。従来のものでは、この内径での排水能力は6.5リットル/秒であったので、大幅に性能が向上し、排水能力から見て大きくスリム化している。   The drainage capacity of the upper and lower straight cylinders designed to have an inner diameter of 100 mm, an inner diameter of 120 mm, branch pipe connection ports 5 and 5 of 77 mm, and a total length of 617 mm was 7.5 liters / second. It was. In the prior art, the drainage capacity at this inner diameter was 6.5 liters / second, so the performance was greatly improved, and the drainage capacity was greatly slimmed down.

以上の説明において、合成樹脂製の継手1を繊維混入モルタル21で被覆したものについて説明したが、これに限らず継手1を鋳物等の金属製としても上記と同様の作用効果が得られる。また、縦管接続口3や枝管接続口5を受け口形の構成としたが、これらを雄形の接続口で構成しても良い。さらに、枝管接続口5にもゴムパッキンを装着しておくことが可能である。   In the above description, the synthetic resin joint 1 covered with the fiber-containing mortar 21 has been described. However, the present invention is not limited to this, and the same effect as described above can be obtained even if the joint 1 is made of a metal such as a casting. In addition, although the vertical pipe connection port 3 and the branch pipe connection port 5 are configured to have a port shape, these may be configured as a male connection port. Furthermore, it is possible to attach a rubber packing to the branch pipe connection port 5 as well.

1 排水用合流管継手、3 縦管接続口、5 枝管接続口、6 中間部、7 上方部分、8 下方部分、9・10 旋回羽根、11 縮径部、12 軸心、13 逆流防止板、14 羽根面、15 管内壁、17 傾角、18 上部継手部材、19 中間部継手部材、20 下部継手部材、21 繊維混入モルタル、24 誘導突条、25 偏位、26 旋回方向、   DESCRIPTION OF SYMBOLS 1 Joint pipe joint for drainage, 3 Vertical pipe connection port, 5 Branch pipe connection port, 6 Middle part, 7 Upper part, 8 Lower part, 9/10 Swirling blade, 11 Reduced diameter part, 12 Shaft center, 13 Backflow prevention plate , 14 Blade surface, 15 Pipe inner wall, 17 Inclination angle, 18 Upper joint member, 19 Middle joint member, 20 Lower joint member, 21 Fiber mixed mortar, 24 Induction ridge, 25 Deflection, 26 Turning direction,

Claims (14)

上下に縦管接続口を備え、中間部に横枝管が接続される枝管接続口を備えた排水用合流管継手であって、中間部よりも上方部分及び中間部よりも下方部分の管内径を直筒状に形成して各直筒部の管内壁に管内を流下する流体に旋回を与える旋回羽根を1枚ずつ傾斜状態で設けたものにおいて、該中間部の内径を該枝管接続口の上部位置付近から下部位置付近までやや拡大した大径部に形成すると共に各旋回羽根のすぐ上流側に管内壁を伝う流れが剥離しない程度に小さく傾斜した縮径部を夫々形成し、上方の旋回羽根の陰影範囲内に枝管接続口を位置させ、この陰影範囲に対して180度前後の略対称位置が陰影範囲になるように下方の旋回羽根を設けたことを特徴とする排水用合流管継手。   A drainage merging pipe joint having a vertical pipe connection port at the top and bottom and a branch pipe connection port to which a horizontal branch pipe is connected at the middle part, and a pipe at an upper part from the middle part and a lower part from the middle part An inner diameter is formed in a straight cylinder shape, and a swirl blade is provided on the inner wall of each straight tube portion so as to swirl the fluid flowing down the tube, and the inner diameter of the intermediate portion is set to the branch pipe connection port. It is formed in a large diameter part slightly enlarged from near the upper position to near the lower position, and a small diameter inclined part is formed on the upstream side of each swirl vane so that the flow along the inner wall of the pipe is not separated, and the upper swirl A junction pipe for drainage in which a branch pipe connection port is located within the shaded area of the blades, and a swirl vane below is provided so that a substantially symmetrical position of about 180 degrees with respect to the shaded area is within the shaded area. Fittings. 上記排水用合流管継手の中心軸に対して90度水平旋回した位置関係で複数の枝管接続口を設けたことを特徴とする請求項1に記載の排水用合流管継手。   The drainage merging pipe joint according to claim 1, wherein a plurality of branch pipe connection ports are provided in a positional relationship of 90 degrees horizontally swiveling with respect to the central axis of the drainage merging pipe joint. 上記枝管接続口の開口部の両脇に位置した管内壁に、該継手の長さ方向に延びる逆流防止板を突設したことを特徴とする請求項1に記載の排水用合流管継手。 The drainage merge pipe joint according to claim 1, wherein a backflow prevention plate extending in a length direction of the joint is provided on the pipe inner wall located on both sides of the opening of the branch pipe connection port. 上記逆流防止板の管内壁から継手軸心方向への突出高さは、上記上方の旋回羽根を設けた部位の管内径の領域内へ突出しない程度の高さであることを特徴とする請求項3に記載の排水用合流管継手。   The protruding height in the axial direction of the joint from the inner wall of the backflow prevention plate is a height that does not protrude into the region of the inner diameter of the tube where the upper swirl vane is provided. The junction pipe joint for drainage as described in 3. 上記各旋回羽根の平面形状は半弓状であり、その羽根面は上記管内壁に向かう方向にも傾斜した平面に形成したことを特徴とする請求項1に記載の排水用合流管継手。   2. The drainage confluence pipe joint according to claim 1, wherein the plane shape of each swirl blade is a semi-bow shape, and the blade surface is formed in a plane inclined in a direction toward the inner wall of the pipe. 上記上方の旋回羽根を設けた直筒状の上方部分の内径を、下方の旋回羽根を設けた直筒状の下方部分の内径とほぼ同径に形成したことを特徴とする請求項1に記載の排水用合流管継手。   2. The drainage according to claim 1, wherein an inner diameter of the upper part of the straight cylinder provided with the upper swirl vane is substantially the same as an inner diameter of the lower part of the straight cylinder provided with the lower swirl vane. Confluence pipe fittings. 上記中間部の内径を、下方の旋回羽根を設けた直筒状の下方部分の内径よりも約20%以下程度大きく形成したことを特徴とする請求項1に記載の排水用合流管継手。   2. The drainage confluence pipe joint according to claim 1, wherein an inner diameter of the intermediate portion is formed to be about 20% or less larger than an inner diameter of a straight cylindrical lower portion provided with a lower swirl vane. 上下に縦管接続口を備え、中間部に横枝管が接続される枝管接続口を備えた排水用合流管継手であって、中間部よりも上方部分及び中間部よりも下方部分の管内径を直筒状に形成して各直筒部の管内壁に管内を流下する流体に旋回を与える旋回羽根を1枚ずつ傾斜状態で設け、該枝管接続口の開口部の両脇に位置した管内壁に該継手の長さ方向に延びる逆流防止板を突設したものにおいて、該上方部分の内径を下方部分の内径とほぼ同径に形成すると共に該中間部の内径を該下方部分の内径よりも約20%程度大きく形成し、各旋回羽根のすぐ上流側に管内壁を伝う流れが剥離しない程度に小さく傾斜した縮径部を夫々形成し、上方の旋回羽根の陰影範囲内に枝管接続口を位置させ、この陰影範囲に対して180度前後の略対称位置が陰影範囲になるように下方の旋回羽根を設け、上方及び下方の旋回羽根を平面形状が半弓状でその羽根面を管内壁に向けても傾斜させたことを特徴とする排水用合流管継手。   A drainage merging pipe joint having a vertical pipe connection port at the top and bottom and a branch pipe connection port to which a horizontal branch pipe is connected at the middle part, and a pipe at an upper part from the middle part and a lower part from the middle part Inside the pipe located on both sides of the opening of the branch pipe connection port, the inside diameter of the straight pipe part is provided in the pipe inner wall of each straight pipe part so as to incline the swirl blades for turning the fluid flowing down the pipe. In the case where a backflow prevention plate extending in the length direction of the joint is provided on the wall, the inner diameter of the upper part is formed to be substantially the same as the inner diameter of the lower part, and the inner diameter of the intermediate part is made larger than the inner diameter of the lower part. Is formed approximately 20% larger, and each of the swirl vanes is formed with a diameter-reduced portion that is slanted so that the flow along the inner wall of the tube is not separated, and is connected to the branch pipe within the shaded area of the upper swirl vane. The mouth is positioned, and a substantially symmetrical position around 180 degrees with respect to this shadow range is a shadow range. The swirl vanes of the lower disposed so that, above and below the drainage merging pipe joint swirl vanes planar shape, characterized in that the tilted even towards the blade surface in the tube wall at small bow-shaped. 上記排水用合流管継手を、縦管接続口、縮径部及び上方の旋回羽根を備えた直筒状の上部継手部材と、枝管接続口を備え且つ上部継手部材の下端部が嵌入される大径部に形成された中間継手部材と、該中間継手部材の下端部の嵌入口、漏斗状の縮径部及び下方の旋回羽根を備えた直筒部並びに縦管接続口を有する下部継手部材とを組立てする構成としたことを特徴とする請求項1又は8に記載の排水用合流管継手。   The drainage merging pipe joint includes a vertical pipe connection port, a diameter-reduced portion, and a straight cylindrical upper joint member provided with an upper swirl vane, a branch pipe connection port, and a large portion into which the lower end portion of the upper joint member is fitted. An intermediate joint member formed in the diameter portion, a fitting joint at the lower end of the intermediate joint member, a straight tube portion having a funnel-shaped reduced diameter portion and a lower swirl blade, and a lower joint member having a vertical pipe connection port 9. The drainage junction pipe joint according to claim 1 or 8, wherein the joint pipe joint is constructed to be assembled. 上記排水用合流管継手を合成樹脂により製作し、その外周を繊維混入モルタルで被覆したことを特徴とする請求項1又は8に記載の排水用合流管継手。   9. The drainage merging pipe joint according to claim 1 or 8, wherein the drainage merging pipe joint is made of a synthetic resin and the outer periphery thereof is covered with a fiber-mixed mortar. 上記枝管接続口の開口部を縦長の長円形に形成したことを特徴とする請求項2に記載の排水用合流管継手。 The drain joint pipe fitting according to claim 2, wherein the opening of the branch pipe connection port is formed in a vertically long oval shape. 上記横枝管を90°水平旋回した位置関係を有する2本の横枝管で構成し、下方の旋回羽根の領域と対応した位置に、管内壁に沿った流れを下方の旋回羽根上へ誘導する誘導突条を突設したことを特徴とする請求項1又は8に記載の排水用合流管継手。   The horizontal branch pipe is composed of two horizontal branch pipes having a positional relationship obtained by horizontally turning 90 °, and the flow along the inner wall of the pipe is guided onto the lower rotary blade at a position corresponding to the area of the lower rotary blade. The joint pipe joint for drainage according to claim 1 or 8, characterized in that a guiding ridge for projecting is provided. 上記誘導突条は、下方の旋回羽根の陰影範囲の管内壁に沿った周方向の中央位置よりも排水の旋回方向とは逆方向へ多少偏位した位置の管内壁に設けたことを特徴とする請求項12に記載の排水用合流管継手。   The guide ridge is provided on the pipe inner wall at a position slightly deviated in the direction opposite to the swirling direction of the drainage from the central position in the circumferential direction along the pipe inner wall in the shaded range of the lower swirl vane. The junction pipe joint for drainage according to claim 12. 上記下方部分の旋回羽根が設けられる範囲の直筒部の内径を、わずかに漏斗状に形成したことを特徴とする請求項1又は8に記載の排水用合流管継手。   9. The drainage merging pipe joint according to claim 1 or 8, wherein an inner diameter of the straight cylindrical portion in a range where the swirl vanes in the lower portion are provided is formed in a slightly funnel shape.
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CN103205998A (en) * 2013-03-15 2013-07-17 关文民 Swirler
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JP2015048661A (en) * 2013-09-03 2015-03-16 フネンアクロス株式会社 Synthetic resin pipe coupling for drain confluence
JP2019158042A (en) * 2018-03-14 2019-09-19 積水化学工業株式会社 Pipe joint
CN115928844A (en) * 2023-02-14 2023-04-07 上海逸通科技股份有限公司 Noise-reduction building embedded drainage swirler
JP7505991B2 (en) 2021-01-18 2024-06-25 フネンアクロス株式会社 Drain Pipe Fittings

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CN103205998A (en) * 2013-03-15 2013-07-17 关文民 Swirler
JP2015048661A (en) * 2013-09-03 2015-03-16 フネンアクロス株式会社 Synthetic resin pipe coupling for drain confluence
CN104295843A (en) * 2014-09-25 2015-01-21 哈尔滨朗格斯特节能科技有限公司 Intelligent prefabricated direct burial thermal insulation pipe and steel pipe double-pipe pipe reducing tee and manufacturing method
JP2019158042A (en) * 2018-03-14 2019-09-19 積水化学工業株式会社 Pipe joint
JP7505991B2 (en) 2021-01-18 2024-06-25 フネンアクロス株式会社 Drain Pipe Fittings
CN115928844A (en) * 2023-02-14 2023-04-07 上海逸通科技股份有限公司 Noise-reduction building embedded drainage swirler
CN115928844B (en) * 2023-02-14 2023-08-22 上海逸通科技股份有限公司 Noise reduction type building embedded drainage cyclone

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