JP6378072B2 - Fitting - Google Patents

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JP6378072B2
JP6378072B2 JP2014256550A JP2014256550A JP6378072B2 JP 6378072 B2 JP6378072 B2 JP 6378072B2 JP 2014256550 A JP2014256550 A JP 2014256550A JP 2014256550 A JP2014256550 A JP 2014256550A JP 6378072 B2 JP6378072 B2 JP 6378072B2
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pipe
branch
flow path
main
partition
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JP2016118216A (en
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洋介 寺嶋
洋介 寺嶋
洋子 菅原
洋子 菅原
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Bridgestone Corp
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Bridgestone Corp
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Description

この発明は、例えば水道水等の給水配管とスプリンクラヘッドとが接続される、継手に関するものである。   The present invention relates to a joint in which a water supply pipe such as tap water is connected to a sprinkler head.

従来の継手として、両側の管端に水道水の給水配管が接続される主管部(接続管部)と、主管部から直交方向に分岐した分岐管部(取付管部)と、を備え、分岐管部の先端部はスプリンクラヘッドが取り付けられるように構成され、分岐管部内には主管部の流路に直交する向きに延在する停滞水防止板が設けられたものが、知られている(例えば、特許文献1)。仮に、分岐管部内で水が長期にわたり停滞してしまうと、この停滞した水が主管部を介して水道水の給水配管へ流れ出た場合に、衛生上好ましくない。そこで、特許文献1では、停滞水防止板を設けることにより、給水時において主管部から分岐管部内に流れる水が停滞水防止板の周囲を回って主管部内へと流れるので、分岐管部内における水の停滞が抑制される、としている。   As a conventional joint, it has a main pipe part (connection pipe part) where tap water supply pipes are connected to the pipe ends on both sides, and a branch pipe part (mounting pipe part) branched in an orthogonal direction from the main pipe part. It is known that a sprinkler head is attached to the distal end of the pipe part, and a stagnant water prevention plate extending in a direction orthogonal to the flow path of the main pipe part is provided in the branch pipe part ( For example, Patent Document 1). If water stagnates in the branch pipe for a long time, it is not preferable for hygiene when the stagnant water flows out to the tap water supply pipe through the main pipe. Therefore, in Patent Document 1, by providing a stagnant water prevention plate, water flowing from the main pipe portion into the branch pipe portion during water supply flows around the stagnant water prevention plate and into the main pipe portion. It is said that the stagnation of will be suppressed.

特開2012−154479号公報JP 2012-154479 A

しかしながら、上述した従来の構成では、特に給水時の水の流量が少ない場合に、分岐管部内における水の停滞を十分に抑制できず、水の停滞抑制作用に関して改善の余地があった。   However, in the conventional configuration described above, particularly when the flow rate of water at the time of water supply is small, the stagnation of water in the branch pipe portion cannot be sufficiently suppressed, and there is room for improvement regarding the stagnation of water.

この発明は、上述した課題を解決するためのものであり、分岐管部内での水の停滞を効果的に抑制できる、継手を提供することを目的とするものである。   The present invention is for solving the above-described problems, and an object of the present invention is to provide a joint that can effectively suppress the stagnation of water in the branch pipe section.

この発明の継手は、主管部と、前記主管部から分岐した分岐管部と、を備えた継手であって、前記継手の管路内には、流路を区画する仕切部が設けられ、前記継手の内壁面と前記仕切部とにより、前記主管部内で前記主管部の第1管端側から前記主管部の第2管端側へ流体を導く主流路と、前記第1管端側からの流体のうち前記主流路に入らなかった流体を前記分岐管部の先端側へ導く第1分岐流路と、前記分岐管部の先端側からの流体を前記主流路からの流体と合流させる第2分岐流路とが、それぞれ区画され、前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記第1分岐流路のうち少なくとも一部を区画する前記仕切部の壁面の接線が、前記分岐管部の管軸線方向に対して前記第1管端側に向けて傾斜していることを特徴とする。
本発明の継手によれば、分岐管部内での水の停滞を効果的に抑制できる。
The joint of the present invention is a joint provided with a main pipe part and a branch pipe part branched from the main pipe part, and a partition part for partitioning a flow path is provided in the pipe line of the joint, A main flow path for guiding fluid from the first pipe end side of the main pipe part to the second pipe end side of the main pipe part in the main pipe part by the inner wall surface of the joint and the partition part, and from the first pipe end side A first branch channel that guides the fluid that has not entered the main channel to the tip side of the branch pipe part, and a second fluid that joins the fluid from the tip side of the branch pipe part with the fluid from the main channel. A branch flow path is defined, and includes at least a part of the first branch flow path in a cross section along a virtual plane that includes the tube axis of the branch pipe portion and is parallel to the tube axis of the main pipe portion. The tangent line of the wall surface of the partition part is the first pipe end with respect to the pipe axis direction of the branch pipe part. And it is inclined towards.
According to the joint of the present invention, the stagnation of water in the branch pipe portion can be effectively suppressed.

本発明の継手では、前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記仕切部における前記第1分岐流路のうち少なくとも一部分を区画する壁面の接線と前記分岐管部の管軸線方向との鋭角側のなす角度が、前記分岐管部の先端側に向かうにつれて小さくなることが好適である。これによれば、分岐管部内での水の停滞をさらに効果的に抑制できる。   In the joint according to the present invention, a wall surface that includes at least a part of the first branch flow path in the partition section in a cross section along a virtual plane that includes the tube axis of the branch pipe section and is parallel to the tube axis of the main pipe section. It is preferable that the angle formed by the acute angle side between the tangent line and the pipe axis direction of the branch pipe portion becomes smaller toward the distal end side of the branch pipe portion. According to this, the stagnation of water in the branch pipe part can be further effectively suppressed.

本発明の継手では、前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記仕切部における前記第1分岐流路のうち少なくとも一部分を区画する壁面が前記第2管端側に向けて凸に湾曲していることが好適である。これによれば、分岐管部内での水の停滞をさらに効果的に抑制できる。   In the joint according to the present invention, a wall surface that includes at least a part of the first branch flow path in the partition section in a cross section along a virtual plane that includes the tube axis of the branch pipe section and is parallel to the tube axis of the main pipe section. It is preferable that the curve is convexly convex toward the second tube end side. According to this, the stagnation of water in the branch pipe part can be further effectively suppressed.

本発明の継手では、前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記仕切部における前記第2分岐流路のうち少なくとも一部を区画する壁面の接線が、前記分岐管部の管軸線方向に対して前記第2管端側に向けて傾斜しており、前記仕切部における前記主流路の少なくとも一部を区画する壁面が、前記主管部の管軸線に対して略平行に延在していることが、好適である。これによれば、継手の圧力損失を低減できる。   In the joint of the present invention, at least a part of the second branch flow path in the partition section is defined in a cross section including a pipe axis of the branch pipe section and parallel to a virtual plane parallel to the pipe axis of the main pipe section. The tangent of the wall surface is inclined toward the second tube end side with respect to the tube axis direction of the branch tube portion, and the wall surface that defines at least a part of the main flow path in the partition portion is the main tube portion. It is preferable to extend substantially parallel to the tube axis. According to this, the pressure loss of the joint can be reduced.

本発明の継手では、前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記分岐管部の管軸線に対して前記第1管端側にある前記分岐管部の内壁面が、前記分岐管部の管軸線に対して傾斜している部分を有することが、好適である。これによれば、分岐管部内での水の停滞をさらに効果的に抑制できる。   In the joint according to the present invention, in the cross section including the pipe axis of the branch pipe part and parallel to the pipe axis of the main pipe part, the pipe is on the first pipe end side with respect to the pipe axis of the branch pipe part. It is preferable that the inner wall surface of the branch pipe part has a portion inclined with respect to the pipe axis of the branch pipe part. According to this, the stagnation of water in the branch pipe part can be further effectively suppressed.

この発明によれば、分岐管部内での水の停滞を効果的に抑制できる、継手を提供することができる。   According to the present invention, it is possible to provide a joint that can effectively suppress the stagnation of water in the branch pipe portion.

この発明の継手の一実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the coupling of this invention. 図1の継手を示す、主管部の管軸線と分岐管部の管軸線とを含む仮想平面に沿う断面斜視図である。It is a cross-sectional perspective view which shows the joint of FIG. 1 along the virtual plane containing the pipe axis of a main pipe part, and the pipe axis of a branch pipe part. 図1の継手を示す、主管部の管軸線と分岐管部の管軸線とを含む仮想平面に沿う断面図である。It is sectional drawing which follows the virtual plane which shows the coupling of FIG. 1 and includes the pipe axis of a main pipe part, and the pipe axis of a branch pipe part.

以下に、図面を参照しつつ、この発明に係る継手の実施形態を例示説明する。   Hereinafter, an embodiment of a joint according to the present invention will be described with reference to the drawings.

図1〜図3は、この発明の継手の一実施形態を示している。図1は、本実施形態の継手1を示す斜視図である。本実施形態の継手1は、上流側の水道本管と下流側末端の給水栓等との間を繋ぐ水道水の給水配管(図示せず)と、スプリンクラヘッド50とに、接続されるように構成されている。これにより、継手1が水道水の給水配管とスプリンクラヘッド50とに接続された状態において、継手1は水道水の給水に使用されるとともに、火災時等の非常時には、水道水が、継手1を介してスプリンクラヘッド50に取り込まれて、スプリンクラヘッド50から外部へ噴射される。   1 to 3 show an embodiment of the joint of the present invention. FIG. 1 is a perspective view showing a joint 1 of the present embodiment. The joint 1 of the present embodiment is connected to a water supply pipe (not shown) for connecting tap water between a water main pipe on the upstream side and a water faucet at the downstream end, and the sprinkler head 50. It is configured. Thus, in a state where the joint 1 is connected to the tap water supply pipe and the sprinkler head 50, the joint 1 is used for tap water supply, and in an emergency such as a fire, tap water Through the sprinkler head 50 and sprayed from the sprinkler head 50 to the outside.

本例の継手1は、略T字形に構成されている。より具体的に、継手1は、まっすぐに延在し、内壁面(内周面)により管路を形成する、主管部10と、主管部10の中間部分から分岐して主管部10の管軸線C1に対して略垂直に延在し、内壁面(内周面)により管路を形成する、分岐管部20と、を備えている。   The joint 1 of this example is configured in a substantially T shape. More specifically, the joint 1 extends straight and forms a pipe line by an inner wall surface (inner peripheral surface), and branches from an intermediate portion of the main pipe part 10 and the pipe axis of the main pipe part 10. And a branch pipe portion 20 that extends substantially perpendicular to C1 and forms a pipe line by an inner wall surface (inner peripheral surface).

図2は、継手1を示す、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面斜視図であり、図3は、継手1を示す、第1仮想平面に沿う断面図である。図2及び図3に示すように、継手1の管路内には、流路を区画する仕切部30が設けられている。
本例では、主管部10、分岐管部20、及び仕切部30が、鋳型の中に中子を入れて砲金を流し込む鋳造工程を経て、一体成型されている。ただし、主管部10、分岐管部20、及び仕切部30は、それぞれ、別部材で構成されていてもよく、また、砲金以外の金属や樹脂等、任意の材料からなるものでもよい。
FIG. 2 is a cross-sectional perspective view of the joint 1, including the pipe axis C <b> 2 of the branch pipe part 20 and parallel to the pipe axis C <b> 1 of the main pipe part 10, and FIG. 3 shows the joint 1. It is sectional drawing which follows a 1st virtual plane. As shown in FIGS. 2 and 3, a partition portion 30 that partitions the flow path is provided in the pipe line of the joint 1.
In this example, the main pipe part 10, the branch pipe part 20, and the partition part 30 are integrally molded through a casting process in which a core is put into a mold and a gun metal is poured. However, the main pipe part 10, the branch pipe part 20, and the partition part 30 may each be composed of separate members, or may be made of any material such as metal or resin other than gun metal.

本例において、継手1は、さらに、主管部10の両側の管端部にそれぞれ対応する外周側に配置された、外周側部材40を備えており、主管部10の管軸線C1方向両側において、主管部10の管端部とその外周側に設けられた外周側部材40とが、配管接続口11、12を構成している。本例の配管接続口11、12は、主管部10の管端部とその外周側の外周側部材40との間に形成された環状の挿入空間41に、例えばポリブテン製パイプ等からなる水道水の給水配管(図示せず)が、挿入されて接続されるように、構成されている。   In this example, the joint 1 further includes outer peripheral side members 40 arranged on the outer peripheral sides corresponding to the pipe end portions on both sides of the main pipe portion 10, respectively, on both sides of the main pipe portion 10 in the pipe axis C1 direction. The pipe end portion of the main pipe portion 10 and the outer peripheral side member 40 provided on the outer peripheral side thereof constitute the pipe connection ports 11 and 12. The pipe connection ports 11 and 12 of this example are tap water made of, for example, polybutene pipes in an annular insertion space 41 formed between the pipe end of the main pipe 10 and the outer peripheral member 40 on the outer peripheral side thereof. The water supply pipe (not shown) is configured to be inserted and connected.

本例の継手1は、主管部10の管軸線C1に対して垂直であるとともに分岐管部20の管軸線C2を含む第2仮想平面に対して対称(すなわち、図3における左右に対称)に構成されており、これにより、2つの配管接続口11、12のうちいずれを上流側の給水配管と接続しても、同じ継手1の作用を得ることができるので、良好な継手1の施工性が得られる。
なお、以下では、説明の便宜のために、主管部10の第1管端10a側の配管接続口11に上流側の給水配管が接続され、主管部10の第2管端10b側の配管接続口12に下流側の給水配管が接続されるものとして、説明する。
また、本例の継手1は、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に対して対称(すなわち、図3における前後に対称)に構成されている。
The joint 1 of this example is perpendicular to the pipe axis C1 of the main pipe part 10 and symmetrical with respect to the second virtual plane including the pipe axis C2 of the branch pipe part 20 (that is, symmetrical to the left and right in FIG. 3). As a result, even if any of the two pipe connection ports 11 and 12 is connected to the water supply pipe on the upstream side, it is possible to obtain the same action of the joint 1, so that the workability of the joint 1 is good. Is obtained.
In the following, for convenience of explanation, an upstream water supply pipe is connected to the pipe connection port 11 on the first pipe end 10a side of the main pipe part 10, and a pipe connection on the second pipe end 10b side of the main pipe part 10 is provided. A description will be given on the assumption that a downstream water supply pipe is connected to the port 12.
In addition, the joint 1 of the present example is configured to be symmetric with respect to a first imaginary plane that includes the pipe axis C2 of the branch pipe part 20 and is parallel to the pipe axis C1 of the main pipe part 10 (that is, symmetric in the longitudinal direction in FIG. 3). Has been.

ただし、本実施形態の継手1は、主管部10が分岐管部20との連結部分で屈曲又は湾曲された、略Y字形に形成されてもよい。
また、配管接続口11、12は、外周側部材40を有しなくてもよい。その場合、配管接続口11、12は、例えば、水道水の給水配管(図示せず)が主管部10の両側の管端部の外周面又は内周面に、螺合や接着されて接続されるように、構成されてもよい。
However, the joint 1 of the present embodiment may be formed in a substantially Y shape in which the main pipe portion 10 is bent or curved at a connection portion with the branch pipe portion 20.
Further, the pipe connection ports 11 and 12 may not have the outer peripheral side member 40. In that case, the pipe connection ports 11 and 12 are connected by, for example, a tap water supply pipe (not shown) being screwed or bonded to the outer peripheral surface or inner peripheral surface of the pipe end on both sides of the main pipe portion 10. It may be configured as such.

図の例において、分岐管部20の先端部(分岐管部20のうち、主管部10との連結部とは反対側の部分。)の内周面には、雌ねじ20aが形成されており、スプリンクラヘッド50の外周面に形成された雄ねじ50aが螺合されるようになっている。スプリンクラヘッド50は、火災時等の非常時のみ作動して、継手1内の水を分岐管部20の先端20bから取り込んで外部へ噴射するが、それ以外の通常時では作動せずに、止水する。   In the example of the figure, an internal thread 20a is formed on the inner peripheral surface of the tip of the branch pipe part 20 (the part of the branch pipe part 20 opposite to the connecting part with the main pipe part 10). A male screw 50a formed on the outer peripheral surface of the sprinkler head 50 is screwed together. The sprinkler head 50 operates only in an emergency such as a fire, and takes the water in the joint 1 from the tip 20b of the branch pipe portion 20 and injects it to the outside. Water.

また、本例において、仕切部30は、主管部10の管軸線C1と分岐管部20の管軸線C2とに垂直な方向(図3における紙面に対して垂直な方向。)の両側で、継手1の内壁面(より具体的に、本例では、主管部10及び分岐管部20の内壁面)と連結されている。また、本例では、仕切部30の、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に平行な断面の形状が、略逆三角形であり、仕切部30における第1仮想平面に対して垂直な方向(図3の前後方向。)のほぼ全長にわたって、同一形状である。   Moreover, in this example, the partition part 30 is a joint on both sides in a direction perpendicular to the pipe axis C1 of the main pipe part 10 and the pipe axis C2 of the branch pipe part 20 (direction perpendicular to the paper surface in FIG. 3). 1 is connected to the inner wall surface (more specifically, in this example, the inner wall surfaces of the main pipe portion 10 and the branch pipe portion 20). Moreover, in this example, the shape of the cross section of the partition part 30 including the pipe axis C2 of the branch pipe part 20 and parallel to the first virtual plane parallel to the pipe axis C1 of the main pipe part 10 is a substantially inverted triangle. The partition 30 has the same shape over almost the entire length in the direction perpendicular to the first virtual plane (the front-rear direction in FIG. 3).

図の例では、仕切部30が、主管部10の管路と分岐管部20の管路とに跨って配置されている。より具体的に、仕切部30における、主流路MFを区画する壁面は、主管部10の管路内部に位置している。一方、仕切部30における、分岐管部20の先端20b側の端部は、分岐管部20の管路内部における、雌ねじ20aよりも主管部10側に位置している。   In the example of the figure, the partition part 30 is disposed across the pipe line of the main pipe part 10 and the pipe line of the branch pipe part 20. More specifically, the wall surface that partitions the main flow path MF in the partition section 30 is located inside the pipe line of the main pipe section 10. On the other hand, the end of the partition portion 30 on the distal end 20 b side of the branch pipe portion 20 is located closer to the main pipe portion 10 side than the female screw 20 a inside the pipe line of the branch pipe portion 20.

図2及び図3に示すように、本例では、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面において、仕切部30は、継手1の内壁面から離間されている。そして、継手1の内壁面と仕切部30の壁面とにより、主管部10内で主管部10の第1管端10a側から主管部10の第2管端側10bへ水を導く主流路MFと、第1管端10a側からの水のうち主流路MFに入らなかった水を分岐管部20の先端20b側へ導く第1分岐流路BF1と、分岐管部20の先端20b側からの水を主流路MFからの水と合流させる第2分岐流路BF2とが、それぞれ区画されている。
このような構成により、スプリンクラヘッド50が作動していない間、配管末端の給水栓が開放されて給水が行われる際には、上流側の給水配管から主管部10の第1管端10aに入った水の一部が、主流路MFを流れて、第2管端10bを出て下流側の給水配管へ流れる。一方、主流路MFに入った水以外の水は、第1分岐流路BF1に入り、第1分岐流路BF1を出た後は、その一部の水が仕切部30に沿って流れて第2分岐流路BF2に入り、残りの水は仕切部30とスプリンクラヘッド50との間の領域内にあった水を攪拌しつつ混ざりあうことで希釈した後、第2分岐流路BF2に入る。第2分岐流路BF2に入った水は、その後、主流路MFから出た水と合流されて、主管部10内で第2管端10bに向けて流れる。
As shown in FIGS. 2 and 3, in this example, in the cross section along the first virtual plane that includes the pipe axis C <b> 2 of the branch pipe part 20 and is parallel to the pipe axis C <b> 1 of the main pipe part 10, 1 away from the inner wall surface. The main flow path MF that guides water from the first pipe end 10a side of the main pipe part 10 to the second pipe end side 10b of the main pipe part 10 in the main pipe part 10 by the inner wall surface of the joint 1 and the wall surface of the partition part 30. The first branch flow path BF1 that guides the water that has not entered the main flow path MF out of the water from the first pipe end 10a side to the distal end 20b side of the branch pipe section 20, and the water from the distal end 20b side of the branch pipe section 20 Are divided into second branch flow paths BF2 that join the water from the main flow path MF.
With such a configuration, when the water supply tap at the end of the pipe is opened and water is supplied while the sprinkler head 50 is not in operation, the water enters the first pipe end 10a of the main pipe portion 10 from the upstream water supply pipe. A portion of the water flows through the main flow path MF, exits the second pipe end 10b, and flows to the downstream water supply pipe. On the other hand, water other than the water that has entered the main flow path MF enters the first branch flow path BF1, and after exiting the first branch flow path BF1, a part of the water flows along the partition portion 30 and flows into the first branch flow path BF1. After entering the two-branch channel BF2, the remaining water is diluted by mixing the water in the region between the partition 30 and the sprinkler head 50 while stirring, and then enters the second branch channel BF2. The water that has entered the second branch flow path BF2 is then merged with the water that has flowed out of the main flow path MF, and flows toward the second pipe end 10b in the main pipe portion 10.

なお、本例では、仕切部30における、分岐管部20の先端20b側の端部が、分岐管部20の管路内部における、雌ねじ20aよりも主管部10側に位置しているため、第1分岐流路BF1を出た後の水の一部が、仕切部30から剥離せずに、仕切部30に沿って流れて、第2分岐流路BF2に入ることができるので、継手1の圧力損失を低く抑えることができる。
仮に、仕切部30における、分岐管部20の先端20b側の端部が、分岐管部20の雌ねじ20aに対応する内周側に配置される場合、仕切部30に沿って第1分岐流路BF1を流れた後の水が仕切部30に沿って流れず、第2分岐流路BF2に向かって流れにくくなるおそれがあるので、好ましくない。
In the present example, the end of the partition portion 30 on the distal end 20b side of the branch pipe portion 20 is located closer to the main pipe portion 10 side than the female screw 20a inside the branch pipe portion 20. Since a part of the water after leaving the one branch channel BF1 can flow along the partition part 30 without peeling from the partition part 30 and enter the second branch channel BF2, Pressure loss can be kept low.
If the end portion of the branch tube portion 20 on the tip 20b side of the partition portion 30 is disposed on the inner peripheral side corresponding to the female screw 20a of the branch tube portion 20, the first branch flow path along the partition portion 30 is provided. Since the water after flowing through BF1 does not flow along the partition part 30, it may become difficult to flow toward the second branch flow path BF2, which is not preferable.

図の例において、分岐管部20の内壁面は、分岐管部20の付け根部(主管部10との連結部。)から雌ねじ20aの手前までにわたって、略円錐台状に形成されており、すなわち、分岐管部20の先端20b側に向かうにつれて連続的に縮径されている。
そして、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面において、分岐管部20の管軸線C2に対して第1管端10a側にある分岐管部20の内壁面は、分岐管部20の管軸線C2に対して傾斜している部分を有している。これにより、第1分岐流路BF1から分岐管部20の先端20b側へ流れる水の流れを、分岐管部20の管軸線C2に対して斜めに向けることができるので、第1分岐流路BF1から出た水による、分岐管部20内での水を撹拌する作用と、混ざり合うことによる希釈する作用とを、向上させ、分岐管部20内での水の停滞をより効果的に抑制できる。
なお、第1仮想平面に沿う断面において、分岐管部20の管軸線C2に対して第1管端10a側にある分岐管部20の内周面の、分岐管部20の管軸線C2に対して傾斜している部分は、その分岐管部20の管軸線C2に対する鋭角側の傾斜角度が、0度よりも大きく25度以下であることが好ましく、図3の例では、15度である。
In the example of the figure, the inner wall surface of the branch pipe part 20 is formed in a substantially truncated cone shape from the base part of the branch pipe part 20 (connecting part with the main pipe part 10) to the front of the female screw 20a. The diameter is continuously reduced toward the distal end 20b side of the branch pipe portion 20.
And in the cross section which includes the pipe axis C2 of the branch pipe part 20 and is parallel to the pipe axis C1 of the main pipe part 10, the first pipe end 10a side with respect to the pipe axis C2 of the branch pipe part 20 The inner wall surface of a certain branch pipe part 20 has a portion that is inclined with respect to the pipe axis C <b> 2 of the branch pipe part 20. As a result, the flow of water flowing from the first branch flow path BF1 toward the distal end 20b of the branch pipe section 20 can be directed obliquely with respect to the tube axis C2 of the branch pipe section 20, so the first branch flow path BF1. It is possible to improve the action of stirring the water in the branch pipe part 20 and the action of diluting by mixing with the water coming out of the water, and more effectively suppress the stagnation of water in the branch pipe part 20 .
In addition, in the cross section along the first imaginary plane, with respect to the pipe axis C2 of the branch pipe part 20 on the inner peripheral surface of the branch pipe part 20 on the first pipe end 10a side with respect to the pipe axis C2 of the branch pipe part 20. In the inclined portion, the inclination angle on the acute angle side with respect to the tube axis C2 of the branch pipe portion 20 is preferably greater than 0 degree and 25 degrees or less, and is 15 degrees in the example of FIG.

本例において、第1分岐流路BF1を流れる水の流速は、第1分岐流路BF1の少なくとも一部分(図の例では全部)で、その断面積が分岐管部20の先端20b側に向かうにつれて徐々に減少されるのに伴って徐々に速まる。したがって、例えば第1分岐流路BF1の断面積がその全長にわたって一定である場合に比べて、第1分岐流路BF1から出た水の水勢が増す。これにより、第1分岐流路BF1から出た水による、分岐管部20内での水を撹拌する作用と、混ざり合うことによる希釈する作用とを、向上させ、分岐管部20内での水の停滞をより効果的に抑制できる。   In this example, the flow velocity of the water flowing through the first branch flow path BF1 is at least a part of the first branch flow path BF1 (all in the example in the figure), and its cross-sectional area is toward the tip 20b side of the branch pipe portion 20. It gradually gets faster as it is gradually reduced. Therefore, for example, compared with the case where the cross-sectional area of the first branch flow path BF1 is constant over the entire length, the water flow of water from the first branch flow path BF1 increases. Thereby, the action which stirs the water in the branch pipe part 20 by the water which came out from 1st branch flow path BF1, and the action which dilutes by mixing are improved, and the water in the branch pipe part 20 is improved. Can be effectively suppressed.

ここで、本明細書において、「徐々に」とは、途中で一定になったり、段階的に変化することなく、連続的に変化することを指す。
また、本明細書において、主流路MF、第1分岐流路BF1、及び第2分岐流路BF2のそれぞれについて、「流路の断面積」とは、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面における、該流路の中心線に対して、垂直な仮想平面に沿う、該流路の断面の面積を指す。なお、「第1仮想平面に沿う断面における、該流路の中心線」とは、第1仮想平面に沿う断面において、該流路を区画する継手1の内壁面と仕切部30の壁面とから等間隔の位置を延在する仮想線を指す。
Here, in the present specification, “gradually” means that it changes continuously without becoming constant or changing stepwise.
Further, in this specification, for each of the main flow path MF, the first branch flow path BF1, and the second branch flow path BF2, the “cross-sectional area of the flow path” includes the tube axis C2 of the branch pipe portion 20. In the cross section along the first virtual plane parallel to the tube axis C1 of the main pipe portion 10, the area of the cross section of the flow path along the virtual plane perpendicular to the center line of the flow path is indicated. The “center line of the flow path in the cross section along the first imaginary plane” refers to the inner wall surface of the joint 1 that partitions the flow path and the wall surface of the partition portion 30 in the cross section along the first imaginary plane. It refers to an imaginary line extending at equally spaced positions.

なお、図の例では、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面において、第1分岐流路BF1を区画する、継手1の内壁面と仕切部30の壁面との間隔が、分岐管部20の先端20b側に向かうにつれて、徐々に狭くされている。
ただし、第1仮想平面に沿う断面において、第1分岐流路BF1を区画する、継手1の内壁面と仕切部30の壁面との間隔は、分岐管部20の先端20b側に向かうにつれて、一定にされてもよいし、あるいは、任意の態様で変化してもよい。
In the example of the figure, the joint 1 that includes the pipe axis C2 of the branch pipe part 20 and defines the first branch flow path BF1 in a cross section along a first virtual plane parallel to the pipe axis C1 of the main pipe part 10 is shown. The distance between the inner wall surface and the wall surface of the partition portion 30 is gradually narrowed toward the tip 20b side of the branch pipe portion 20.
However, in the cross section along the first virtual plane, the distance between the inner wall surface of the joint 1 and the wall surface of the partition part 30 that divides the first branch flow path BF1 is constant toward the tip 20b side of the branch pipe part 20. Or may be changed in any manner.

本例では、第1仮想平面に沿う断面において、略逆三角形の仕切部30における、3つのコーナ部(すなわち、第1管端10a側に突出するコーナ部、第2管端10b側に突出するコーナ部、及び分岐管部20の先端20b側に突出するコーナ部)が、いずれも、尖っておらず、緩やかに湾曲している(アールが付けられている)。これにより、主流方向の流れにおける乱流の発生を抑制し、継手1の圧力損失を抑制することが出来る。また、継手1を鋳造等の成形法により生産する際に、仕切部30のコーナ部に欠肉等の欠陥の発生を抑制することができ、生産性を向上することが出来る。   In this example, in the cross section along the first imaginary plane, the three corner portions (that is, the corner portion projecting toward the first tube end 10a and the second tube end 10b side) of the partition portion 30 having a substantially inverted triangle are projected. Both the corner portion and the corner portion protruding toward the tip 20b of the branch pipe portion 20 are not pointed and are gently curved (there is attached). Thereby, generation | occurrence | production of the turbulent flow in the flow of a mainstream direction can be suppressed, and the pressure loss of the coupling 1 can be suppressed. In addition, when the joint 1 is produced by a molding method such as casting, it is possible to suppress the occurrence of defects such as a lack of thickness at the corner portion of the partition portion 30 and to improve productivity.

なお、第1分岐流路BF1の入口の断面積が、第1分岐流路BF1の出口の断面積の0.4〜0.5倍であると、好適である。これによれば、第1分岐流路BF1から出た水による、分岐管部20内での水を撹拌する作用と、混ざり合うことによる希釈する作用とを、向上させ、分岐管部20内での水の停滞をさらに効果的に抑制できる。
ここで、「第1分岐流路BF1の入口の断面積」は、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面における、第1分岐流路BF1の中心線に対して、垂直な仮想平面に沿う、第1分岐流路BF1の断面のうち、仕切部30における、第1管端10a側に突出するコーナ部を区画する、第1管端10a側に凸に湾曲した壁面(アール)の、分岐管部20の先端20b側の端を通る断面S1の、面積を指す。なお、第1仮想平面に沿う断面において、「仕切部30における、第1管端10a側に突出するコーナ部を区画する、第1管端10a側に凸に湾曲した壁面(アール)の、分岐管部20の先端20b側の端」とは、仕切部30のうち、第1管端10a側に突出するコーナ部よりも分岐管部20の先端20b側の部分において、第1分岐流路BF1を区画する壁面が、図3の例のように第2管端10b側に向けて凸に湾曲している場合は、上記第1管端10a側に凸に湾曲した壁面と上記第2管端10b側に凸に湾曲した壁面との間の変曲点を指す。一方、第1仮想平面に沿う断面において、仕切部30のうち、第1管端10a側に突出するコーナ部よりも分岐管部20の先端20b側の部分で、第1分岐流路BF1を区画する壁面が、直線状に延在している場合は、上記第1管端10a側に凸に湾曲した壁面と上記直線状に延在する壁面との連結点を指す。
また、「第1分岐流路BF1の出口の断面積」は、第1仮想平面に沿う断面における、第1分岐流路BF1の中心線に対して、垂直な仮想平面に沿う、第1分岐流路BF1の断面のうち、最小の断面S2の、面積を指す。
It is preferable that the cross-sectional area of the inlet of the first branch flow path BF1 is 0.4 to 0.5 times the cross-sectional area of the outlet of the first branch flow path BF1. According to this, the action of stirring the water in the branch pipe part 20 and the action of diluting by mixing with the water exiting from the first branch flow path BF1 are improved. Stagnation of water can be more effectively suppressed.
Here, “the cross-sectional area of the inlet of the first branch flow path BF1” is the first cross section including the tube axis C2 of the branch pipe portion 20 and parallel to the tube axis C1 of the main pipe portion 10 along the first virtual plane. Of the cross section of the first branch flow path BF1 along a virtual plane perpendicular to the center line of the branch flow path BF1, the corner portion that projects toward the first pipe end 10a in the partition section 30 is defined. This refers to the area of the cross section S1 passing through the end 20b side end of the branch pipe portion 20 of the wall surface (R) curved convexly toward the 1 tube end 10a side. In addition, in the cross section along the first virtual plane, “a branching of a wall surface (R) that is curved in a convex manner toward the first pipe end 10 a side that defines a corner portion of the partition part 30 that protrudes toward the first pipe end 10 a side. The “end on the distal end 20b side of the pipe part 20” means the first branch flow path BF1 in the part of the partition part 30 closer to the distal end 20b of the branch pipe part 20 than the corner part protruding toward the first pipe end 10a. 3 is curved convexly toward the second tube end 10b as in the example of FIG. 3, the wall curved convexly toward the first tube end 10a and the second tube end The inflection point between the wall curved convexly to the 10b side is pointed out. On the other hand, in the cross section along the first imaginary plane, the first branch flow path BF1 is defined by the portion of the partition portion 30 that is closer to the tip 20b of the branch pipe portion 20 than the corner portion that protrudes toward the first tube end 10a. When the wall surface to be extended extends linearly, it refers to a connection point between the wall surface curved convexly toward the first tube end 10a and the wall surface extending linearly.
Further, “the cross-sectional area of the outlet of the first branch flow path BF1” is the first branch flow along the virtual plane perpendicular to the center line of the first branch flow path BF1 in the cross section along the first virtual plane. The area of the smallest cross section S2 among the cross sections of the path BF1 is indicated.

また、主流路MFの入口の断面積と第1分岐流路BF1の入口の断面積との和に対する、第1分岐流路BF1の入口の断面積の割合が、40〜80%であると、好適である。これによれば、分岐管部20内での水の停滞をより効果的に抑制しつつ、継手1の圧力損失を十分低く抑えることができる。なお、継手1の圧力損失を低く抑えることにより、配管の自由度を向上できるので、例えば給水配管に多数の継手1を接続する場合に特に有利である。
なお、主流路MFの入口の断面積と第1分岐流路BF1の入口の断面積との和に対する、第1分岐流路BF1の入口の断面積の割合が、40%未満である場合、主流路MFを流れる水の流量が増える分、継手1の圧力損失を低くすることができるものの、第1分岐流路BF1内に流れる水の流量ひいては流速を十分高めることができないことから、分岐管部20内での水の停滞を十分に抑制できないおそれがある。一方、主流路MFの入口の断面積と第1分岐流路BF1の入口の断面積との和に対する、第1分岐流路BF1の入口の断面積の割合が、80%を超える場合、第1分岐流路BF1内に流れる水の流量ひいては流速を十分に高められる分、分岐管部20内での水の停滞を効果的に抑制できるものの、主流路MFへ流れずに仕切部30の壁面に当たりながら第1分岐流路BF1内を流れる水の流量が増える分、継手1の圧力損失が過度に高くなり得る。
図の例では、主流路MFの入口の断面積と第1分岐流路BF1の入口の断面積との和に対する、第1分岐流路BF1の入口の断面積の割合が、約42.6%である。
ここで、「主流路MFの入口の断面積」は、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面における、主流路MFの中心線に対して、垂直な仮想平面に沿う、主流路MFの断面のうち、仕切部30における、第1管端10a側に突出するコーナ部を区画する、第1管端10a側に凸に湾曲した壁面(アール)の、第2管端10b側の端を通る断面S3の、面積を指す。
The ratio of the cross-sectional area of the inlet of the first branch flow path BF1 to the sum of the cross-sectional area of the inlet of the main flow path MF and the cross-sectional area of the inlet of the first branch flow path BF1 is 40 to 80%. Is preferred. According to this, the pressure loss of the joint 1 can be suppressed sufficiently low while suppressing the stagnation of water in the branch pipe part 20 more effectively. In addition, since the freedom degree of piping can be improved by restraining the pressure loss of the coupling 1 low, it is especially advantageous, for example, when connecting many couplings 1 to water supply piping.
When the ratio of the cross-sectional area of the inlet of the first branch channel BF1 to the sum of the cross-sectional area of the inlet of the main channel MF and the cross-sectional area of the inlet of the first branch channel BF1 is less than 40%, Although the pressure loss of the joint 1 can be reduced by the increase in the flow rate of the water flowing through the path MF, the flow rate of the water flowing in the first branch flow path BF1 and thus the flow velocity cannot be sufficiently increased. There is a possibility that the stagnation of water in 20 cannot be sufficiently suppressed. On the other hand, when the ratio of the cross-sectional area of the inlet of the first branch flow path BF1 to the sum of the cross-sectional area of the inlet of the main flow path MF and the cross-sectional area of the inlet of the first branch flow path BF1 exceeds 80%, the first Although the stagnation of water in the branch pipe part 20 can be effectively suppressed by the amount that the flow rate of the water flowing in the branch flow path BF1 and thus the flow velocity can be sufficiently increased, it does not flow into the main flow path MF and hits the wall surface of the partition part 30. However, the pressure loss of the joint 1 can become excessively high as the flow rate of the water flowing through the first branch flow path BF1 increases.
In the example of the figure, the ratio of the cross-sectional area of the inlet of the first branch flow path BF1 to the sum of the cross-sectional area of the inlet of the main flow path MF and the cross-sectional area of the inlet of the first branch flow path BF1 is about 42.6%. It is.
Here, “the cross-sectional area of the inlet of the main flow path MF” is the center of the main flow path MF in the cross section along the first virtual plane that includes the pipe axis C2 of the branch pipe section 20 and is parallel to the pipe axis C1 of the main pipe section 10. Of the cross section of the main flow path MF along the virtual plane perpendicular to the line, the corner portion of the partition portion 30 that protrudes toward the first tube end 10a is defined. The area of the cross section S3 passing through the end on the second pipe end 10b side of the wall surface (R).

本実施形態の継手1では、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも一部(図の例では、第1分岐流路BF1の全部)を区画する壁面の接線が、分岐管部20の管軸線C2の方向に対して第1管端10a側に向けて傾斜している。この構成により、例えば、第1仮想平面に沿う断面において、仕切部30における第1分岐流路BF1を区画する壁面の接線が、分岐管部20の管軸線C2の方向と平行である場合に比べて、第1管端10aからの水が仕切部30の壁面に沿いながら第1分岐流路BF1内を流れることによる、水の流速低下を抑制することができる。これにより、分岐管部20内での水の停滞をより効果的に抑制できる。
また、第1分岐流路BF1から分岐管部20の先端20b側に向かって、分岐管部20の管軸線C2に対して傾斜して水が進入するため、分岐管部20内の水を効果的に撹拌ひいては希釈することが出来る。
ここで、「第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも一部を区画する壁面の接線が、分岐管部20の管軸線C2の方向に対して第1管端10a側に向けて傾斜している」とは、第1仮想平面に沿う断面において、仕切部30における第1分岐流路BF1のうち少なくとも一部を区画する壁面上の任意の点から主流路MF側に引いた接線方向の線分が、該点を通る分岐管部20の管軸線C2方向の直線に対して、第1管端10a側に傾いていることを指している。
In the joint 1 of the present embodiment, the first branch flow path BF1 in the partition 30 is included in the cross section along the first imaginary plane including the tube axis C2 of the branch pipe portion 20 and parallel to the tube axis C1 of the main pipe portion 10. Of these, the tangent of the wall surface defining at least a part (in the example, the entire first branch flow path BF1) is inclined toward the first tube end 10a side with respect to the direction of the tube axis C2 of the branch tube portion 20. doing. With this configuration, for example, in the cross section along the first virtual plane, the tangent to the wall surface defining the first branch flow path BF1 in the partition portion 30 is parallel to the direction of the tube axis C2 of the branch pipe portion 20. Thus, it is possible to suppress a decrease in the flow rate of water due to the water flowing from the first pipe end 10a flowing in the first branch flow path BF1 along the wall surface of the partition portion 30. Thereby, the stagnation of the water in the branch pipe part 20 can be suppressed more effectively.
In addition, water enters the branch pipe part 20 from the first branch flow path BF1 toward the tip 20b side of the branch pipe part 20 with an inclination with respect to the pipe axis C2 of the branch pipe part 20, so that the water in the branch pipe part 20 is effective. Can be stirred and diluted.
Here, “in the cross section along the first imaginary plane, the tangent of the wall surface defining at least a part of the first branch flow path BF1 in the partition portion 30 is relative to the direction of the tube axis C2 of the branch pipe portion 20. "Inclined toward the first tube end 10a" means any point on the wall surface defining at least a part of the first branch flow path BF1 in the partition section 30 in the cross section along the first virtual plane. Indicates that the tangential line segment drawn from the main channel MF toward the main flow path MF is inclined toward the first pipe end 10a with respect to the straight line in the pipe axis C2 direction of the branch pipe portion 20 passing through the point.

なお、本例のように、第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも一部分(図の例では、第1分岐流路BF1の全部)を区画する壁面の接線と分岐管部20の管軸線C2の方向との鋭角側のなす角度θ1が、分岐管部20の先端20b側に向かうにつれて小さくなることが、好適である。この構成によれば、例えば、上記なす角度θ1が分岐管部20の先端20b側に向かうにつれて一定である場合(すなわち、仕切部30における第1分岐流路BF1を区画する壁面が、まっすぐ延在する場合)に比べて、第1管端10aからの水が仕切部30の壁面に沿いながら第1分岐流路BF1内を流れることによる、水の流速低下を抑制することができる。これにより、分岐管部20内での水の停滞をより効果的に抑制できる。   As in this example, in the cross section along the first imaginary plane, at least a part of the first branch flow path BF1 (in the example shown, all of the first branch flow path BF1) is partitioned in the partitioning section 30. It is preferable that the angle θ1 formed by the acute angle between the tangent to the wall surface and the direction of the tube axis C2 of the branch pipe portion 20 decreases as it goes toward the tip 20b side of the branch pipe portion 20. According to this configuration, for example, when the formed angle θ1 is constant toward the tip 20b side of the branch pipe portion 20 (that is, the wall surface defining the first branch flow path BF1 in the partition portion 30 extends straight. Compared to the case where the flow rate of water from the first pipe end 10a flows along the wall surface of the partition portion 30 and flows in the first branch flow path BF1 can be suppressed. Thereby, the stagnation of the water in the branch pipe part 20 can be suppressed more effectively.

また、本例のように、第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも一部分(図3の例では、第1分岐流路BF1のうちの大部分)を区画する壁面が、第2管端10b側に向けて凸に湾曲していることが、好適である。この構成によれば、例えば、第1仮想平面に沿う断面において、仕切部30における第1分岐流路BF1を区画する壁面がまっすぐ延在している場合に比べて、第1管端10aからの水が仕切部30の壁面に沿いながら第1分岐流路BF1内を流れることによる、水の流速低下を抑制することができる。
また、第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも一部分を区画する壁面が、クロソイド曲線等の緩和曲線状に、第2管端10b側に向けて凸に湾曲していると、さらに好適である。これにより、第1管端10aからの水が仕切部30の壁面へ当たることを抑制することが出来る。したがって、第1分岐流路BF1内を流れる水の、水勢の低下を抑制しつつ、主管部10の管軸線C1に沿う方向から分岐管部20の管軸線C2に沿う方向へと水の流れを滑らかに変化させることが出来る。
Further, as in the present example, in the cross section along the first virtual plane, at least a part of the first branch flow path BF1 in the partition section 30 (in the example of FIG. 3, most of the first branch flow path BF1 It is preferable that the wall surface that divides the surface is curved convexly toward the second tube end 10b side. According to this configuration, for example, in the cross section along the first imaginary plane, compared to the case where the wall surface defining the first branch flow path BF1 in the partitioning portion 30 extends straight, the first pipe end 10a is separated from the first pipe end 10a. A decrease in the flow rate of water due to the water flowing in the first branch flow path BF1 along the wall surface of the partition portion 30 can be suppressed.
Further, in the cross section along the first imaginary plane, the wall surface defining at least a part of the first branch flow path BF1 in the partition portion 30 is in a relaxation curve shape such as a clothoid curve toward the second pipe end 10b side. It is more preferable that the projection is curved. Thereby, it can suppress that the water from the 1st pipe end 10a hits the wall surface of the partition part 30. FIG. Therefore, the flow of water flows from the direction along the pipe axis C1 of the main pipe part 10 to the direction along the pipe axis C2 of the branch pipe part 20 while suppressing a decrease in the water flow of the water flowing in the first branch flow path BF1. It can be changed smoothly.

また、図の例のように、分岐管部20の管軸線C2を含むとともに主管部10の管軸線C1に平行な第1仮想平面に沿う断面において、第2分岐流路BF2のうち少なくとも一部(図の例では、第2分岐流路BF2の全部)を区画する、仕切部30の壁面の接線が、分岐管部20の管軸線C2の方向に対して第2管端10b側に向けて傾斜していることが、好適である。この構成により、第2分岐流路BF2から出た水が主流路MFから出た水と合流する際の、水の流速低下を抑制することができ、ひいては、継手1の圧力損失を低減できる。
ここで、「第1仮想平面に沿う断面において、仕切部30における、第2分岐流路BF2のうち少なくとも一部を区画する壁面の接線が、分岐管部20の管軸線C2の方向に対して第2管端10b側に向けて傾斜している」とは、第1仮想平面に沿う断面において、仕切部30における第2分岐流路BF2のうち少なくとも一部を区画する壁面上の任意の点から主流路MF側に引いた接線方向の線分が、該点を通る分岐管部20の管軸線C2方向の直線に対して、第2管端10b側に傾いていることを指している。
さらに、この場合、図の例のように、第1仮想平面に沿う断面において、仕切部30における主流路MFの少なくとも一部分を区画する壁面が、まっすぐに延在していることが、好適である。この構成により、第2分岐流路BF2から出た水が主流路MFから出た水と合流する際の、水の流速低下をさらに抑制することができる。なお、図の例では、第1仮想平面に沿う断面において、仕切部30における主流路MFの大部分を区画する壁面が、主管部10の管軸線C1に対して略平行に延在している。
Moreover, at least a part of the second branch flow path BF2 in the cross section along the first imaginary plane including the tube axis C2 of the branch pipe portion 20 and parallel to the tube axis C1 of the main pipe portion 10 as in the example of the figure. The tangent of the wall surface of the partition part 30 that divides (all of the second branch flow path BF2 in the example in the figure) is directed toward the second pipe end 10b side with respect to the direction of the pipe axis C2 of the branch pipe part 20. It is preferred that it is inclined. With this configuration, it is possible to suppress a decrease in the flow rate of water when the water exiting from the second branch channel BF2 merges with the water exiting from the main channel MF, and thus the pressure loss of the joint 1 can be reduced.
Here, “in the cross section along the first imaginary plane, the tangent line of the wall surface defining at least a part of the second branch flow path BF2 in the partition portion 30 is in the direction of the tube axis C2 of the branch tube portion 20. “Inclined toward the second tube end 10b” means any point on the wall surface defining at least a part of the second branch flow path BF2 in the partition portion 30 in the cross section along the first virtual plane. The line segment in the tangential direction drawn from the main flow path MF to the main flow path MF side is inclined to the second pipe end 10b side with respect to the straight line in the pipe axis C2 direction of the branch pipe portion 20 passing through the point.
Furthermore, in this case, it is preferable that the wall surface defining at least a part of the main flow path MF in the partition portion 30 extends straight in the cross section along the first virtual plane as in the example of the drawing. . With this configuration, it is possible to further suppress a decrease in the flow rate of water when the water exiting from the second branch channel BF2 merges with the water exiting from the main channel MF. In the example of the figure, in the cross section along the first imaginary plane, the wall surface that divides most of the main flow path MF in the partition portion 30 extends substantially parallel to the tube axis C1 of the main pipe portion 10. .

本例のように、第1仮想平面に沿う断面において、仕切部30における、第2分岐流路BF2のうち少なくとも一部分(図の例では、第2分岐流路BF2の全部)を区画する壁面の接線と分岐管部20の管軸線C2の方向との鋭角側のなす角度θ2が、分岐管部20の先端20b側に向かうにつれて小さくなると、好適である。これにより、継手1の圧力損失を低減させることができる。   As in this example, in the cross section along the first virtual plane, the partition wall 30 has a wall surface that partitions at least a part of the second branch flow path BF2 (all of the second branch flow paths BF2 in the example in the figure). It is preferable that the angle θ2 formed by the acute angle between the tangent line and the direction of the pipe axis C2 of the branch pipe part 20 is smaller as it goes toward the distal end 20b side of the branch pipe part 20. Thereby, the pressure loss of the joint 1 can be reduced.

本例のように、第1仮想平面に沿う断面において、仕切部30における、第2分岐流路BF2のうち少なくとも一部分(図3の例では、第2分岐流路BF2のうちの大部分)を区画する壁面が、第1管端10a側に向けて凸に湾曲していると、好適である。これにより、継手1の圧力損失を低減させることができる。   As in this example, in the cross section along the first virtual plane, at least a part of the second branch flow path BF2 in the partition portion 30 (in the example of FIG. 3, most of the second branch flow path BF2). It is preferable that the partition wall surface is curved convexly toward the first tube end 10a. Thereby, the pressure loss of the joint 1 can be reduced.

ただし、第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1のうち少なくとも入口側の一部分を区画する壁面の接線が、分岐管部20の管軸線C2の方向に対して第1管端10a側に向けて傾斜している限り、第1仮想平面に沿う断面における、仕切部30の形状は、本例のもの以外の、任意の形状が可能である。例えば、第1仮想平面に沿う断面において、仕切部30における、第1分岐流路BF1や第2分岐流路BF2を区画する壁面は、湾曲する代わりに、まっすぐ延在してもよいし、1箇所以上で屈曲してもよい。   However, in the cross section along the first imaginary plane, the tangent to the wall surface defining at least part of the inlet side of the first branch flow path BF1 in the partition portion 30 is in the direction of the tube axis C2 of the branch pipe portion 20. As long as it inclines toward the 1st pipe end 10a side, the shapes of the partition part 30 in the cross section along a 1st virtual plane can be arbitrary shapes other than the thing of this example. For example, in the cross section along the first imaginary plane, the wall surface defining the first branch flow path BF1 and the second branch flow path BF2 in the partition 30 may extend straight instead of being curved, You may bend in more than a part.

また、第1仮想平面に沿う断面において、略逆三角形の仕切部30における、3つのコーナ部(すなわち、第1管端10a側に突出するコーナ部、第2管端10b側に突出するコーナ部、及び分岐管部20の先端20b側に突出するコーナ部)のうちの少なくとも1つが、アールのない、尖った形状を有していてもよい。
なお、第1仮想平面に沿う断面において、仕切部30における、第1管端10a側に突出するコーナ部が、アールのない、尖った形状を有する場合、上述した「第1分岐流路BF1の入口の断面積」とは、第1仮想平面に沿う断面における、第1分岐流路BF1の中心線に対して、垂直な仮想平面に沿う、第1分岐流路BF1の断面のうち、仕切部30における、第1管端10a側に突出するコーナ部の、尖った突出先端を通る断面S1の、面積を指す。また、この場合、上述した「主流路MFの入口の断面積」は、第1仮想平面に沿う断面における、主流路MFの中心線に対して、垂直な仮想平面に沿う、主流路MFの断面のうち、仕切部30における、第1管端10a側に突出するコーナ部の、尖った突出先端を通る断面S3の、面積を指す。
また、第1仮想平面に沿う断面において、仕切部30における、分岐管部20の先端20b側に突出するコーナ部が、アールのない、尖った形状を有する場合、上述した「第1分岐流路BF1の出口の断面積」とは、第1仮想平面に沿う断面における、第1分岐流路BF1の中心線に対して、垂直な仮想平面に沿う、第1分岐流路BF1の断面のうち、分岐管部20の先端20b側に突出するコーナ部の、尖った突出先端を通る断面S2の、面積を指す。
Further, in the cross section along the first imaginary plane, three corner portions (that is, a corner portion protruding toward the first tube end 10a and a corner portion protruding toward the second tube end 10b) in the partition portion 30 having a substantially inverted triangle shape. And at least one of the corner portions protruding to the tip 20b side of the branch pipe portion 20 may have a sharp shape without a radius.
In addition, in the cross section along the first imaginary plane, when the corner portion that protrudes toward the first tube end 10a in the partition portion 30 has a sharp shape without a round shape, the above-described “first branch flow path BF1 “Cross sectional area of the inlet” means a partition portion of the cross section of the first branch flow path BF1 along the virtual plane perpendicular to the center line of the first branch flow path BF1 in the cross section along the first virtual plane. 30, the area of the cross section S1 passing through the sharp protruding tip of the corner portion protruding toward the first tube end 10a. In this case, the above-mentioned “cross-sectional area of the inlet of the main flow path MF” is the cross section of the main flow path MF along the virtual plane perpendicular to the center line of the main flow path MF in the cross section along the first virtual plane. Among these, in the partition part 30, the area of the cross section S3 which passes along the sharp protrusion front-end | tip of the corner part protruding to the 1st pipe end 10a side is pointed out.
Moreover, in the cross section along a 1st virtual plane, when the corner part which protrudes in the front-end | tip 20b side of the branch pipe part 20 in the partition part 30 has a sharp shape without a round shape, "the 1st branch flow path mentioned above""The cross-sectional area of the outlet of BF1" is the cross section of the first branch flow path BF1 along the virtual plane perpendicular to the center line of the first branch flow path BF1 in the cross section along the first virtual plane. It refers to the area of the cross section S2 passing through the sharp protruding tip of the corner portion protruding to the tip 20b side of the branch pipe portion 20.

なお、本発明の継手は、水以外の任意の流体の配管に使用できる。また、本発明の継手の分岐管部には、スプリンクラヘッド以外の、少なくとも一時的に流体の流通を阻止可能な任意の部材が取り付けられてもよい。   In addition, the joint of this invention can be used for piping of arbitrary fluids other than water. Further, any member other than the sprinkler head that can at least temporarily block the flow of fluid may be attached to the branch pipe portion of the joint of the present invention.

本発明による継手は、例えば水道水の給水配管とスプリンクラヘッドとが接続される、継手に利用できる。   The joint according to the present invention can be used for a joint in which, for example, a tap water supply pipe and a sprinkler head are connected.

1:継手、 10:主管部、 10a:主管部の第1管端、 10b:主管部の第2管端、 11、12:配管接続口、 20:分岐管部、 20a:雌ねじ、 20b:分岐管部の先端、 30:仕切部、 40:外周側部材、 41:挿入空間、 50:スプリンクラヘッド、 50a:雄ねじ、 MF:主流路、 BF1:第1分岐流路、 BF2:第2分岐流路、 C1:主管部の管軸線、 C2:分岐管部の管軸線   DESCRIPTION OF SYMBOLS 1: Joint, 10: Main pipe part, 10a: The 1st pipe end of the main pipe part, 10b: The 2nd pipe end of the main pipe part, 11, 12: Pipe connection port, 20: Branch pipe part, 20a: Female thread, 20b: Branch End of pipe part, 30: partition part, 40: outer peripheral side member, 41: insertion space, 50: sprinkler head, 50a: male screw, MF: main flow path, BF1: first branch flow path, BF2: second branch flow path C1: Pipe axis of main pipe part C2: Pipe axis of branch pipe part

Claims (3)

主管部と、
前記主管部から分岐した分岐管部と、
を備えた継手であって、
前記継手の管路内には、流路を区画する仕切部が設けられ、
前記継手の内壁面と前記仕切部とにより、前記主管部内で前記主管部の第1管端側から前記主管部の第2管端側へ流体を導く主流路と、前記第1管端側からの流体のうち前記主流路に入らなかった流体を前記分岐管部の先端側へ導く第1分岐流路と、前記分岐管部の先端側からの流体を前記主流路からの流体と合流させる第2分岐流路とが、それぞれ区画され、
前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、
前記第1分岐流路のうち少なくとも一部を区画する前記仕切部の壁面の接線が、前記分岐管部の管軸線方向に対して前記第1管端側に向けて傾斜しており、
前記仕切部における、前記第1分岐流路を区画する壁面が、前記第2管端側に向けて凸に湾曲しており、
前記仕切部は、前記分岐管部の先端側に突出するとともに湾曲しているコーナ部を有しており、
前記分岐管部の管軸線に対して前記第1管端側にある前記分岐管部の内壁面が、前記第2管端側に向けて凸に湾曲している部分と、当該湾曲している部分から前記分岐管部の先端側に連続し、前記分岐管部の管軸線に対して傾斜している部分と、を有することを特徴とする、継手。
A main section;
A branch pipe portion branched from the main pipe portion;
A joint comprising:
A partition for partitioning the flow path is provided in the pipe line of the joint,
From the first pipe end side, a main flow path for guiding fluid from the first pipe end side of the main pipe part to the second pipe end side of the main pipe part in the main pipe part by the inner wall surface of the joint and the partition part A first branch flow path that guides the fluid that has not entered the main flow path to the distal end side of the branch pipe section, and a fluid that joins the fluid from the distal end side of the branch pipe section with the fluid from the main flow path. The two branch channels are each partitioned,
In a cross section including a pipe axis of the branch pipe part and along a virtual plane parallel to the pipe axis of the main pipe part,
The tangent line of the wall surface of the partition part that divides at least a part of the first branch flow path is inclined toward the first pipe end side with respect to the pipe axis direction of the branch pipe part ,
A wall surface defining the first branch flow path in the partition is curved convexly toward the second pipe end side,
The partition portion has a curved corner portion that protrudes toward the distal end side of the branch pipe portion and is curved;
The inner wall surface of the branch pipe part on the first pipe end side with respect to the pipe axis of the branch pipe part is curved in a convex manner toward the second pipe end side. And a portion that is continuous from the portion to the distal end side of the branch pipe portion and is inclined with respect to the tube axis of the branch pipe portion .
前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、前記仕切部における前記第1分岐流路のうち少なくとも一部分を区画する壁面の接線と前記分岐管部の管軸線方向との鋭角側のなす角度が、前記分岐管部の先端側に向かうにつれて小さくなる、請求項1に記載の継手。   A tangent of a wall surface defining at least a part of the first branch flow path in the partition portion and the branch pipe in a cross section along a virtual plane including the pipe axis of the branch pipe portion and parallel to the tube axis of the main pipe portion The joint according to claim 1, wherein an angle formed by an acute angle side with respect to a tube axis direction of the portion becomes smaller toward a distal end side of the branch tube portion. 前記分岐管部の管軸線を含むとともに前記主管部の管軸線に平行な仮想平面に沿う断面において、
前記仕切部における前記第2分岐流路のうち少なくとも一部を区画する壁面の接線が、前記分岐管部の管軸線方向に対して前記第2管端側に向けて傾斜しており、
前記仕切部における前記主流路の少なくとも一部を区画する壁面が、前記主管部の管軸線に対して略平行に延在している、請求項1又は2に記載の継手。
In a cross section including a pipe axis of the branch pipe part and along a virtual plane parallel to the pipe axis of the main pipe part,
A tangent line of a wall surface defining at least a part of the second branch flow path in the partition part is inclined toward the second pipe end side with respect to a pipe axis direction of the branch pipe part,
The joint according to claim 1 or 2 , wherein a wall surface defining at least a part of the main flow path in the partition portion extends substantially parallel to a tube axis of the main pipe portion.
JP2014256550A 2014-12-18 2014-12-18 Fitting Expired - Fee Related JP6378072B2 (en)

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Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE687575C (en) * 1937-03-18 1940-02-01 Eisenwerke Akt Ges Deutsche Pipe T-piece
US3481365A (en) * 1967-10-31 1969-12-02 Du Pont Flow diverting apparatus for viscous liquids
JPS4815408U (en) * 1971-06-30 1973-02-21
NL8104134A (en) * 1980-09-11 1982-04-01 Ameron Inc FIBER REINFORCED T-PIECE FROM PLASTIC MATERIAL FOR PIPES.
JPH03130987U (en) * 1990-04-18 1991-12-27
JPH07158786A (en) * 1993-11-22 1995-06-20 Taiko Kikai Kogyo Kk T-shapred fitting
JP2011030865A (en) * 2009-08-04 2011-02-17 Jfe Pipe Fitting Mfg Co Ltd Branch joint for sprinkler head for tap water intake, and sprinkler facility

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