JP2022061254A - Drainage piping joint - Google Patents

Drainage piping joint Download PDF

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JP2022061254A
JP2022061254A JP2020169147A JP2020169147A JP2022061254A JP 2022061254 A JP2022061254 A JP 2022061254A JP 2020169147 A JP2020169147 A JP 2020169147A JP 2020169147 A JP2020169147 A JP 2020169147A JP 2022061254 A JP2022061254 A JP 2022061254A
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drainage
pipe joint
lateral branch
branch pipe
drainage pipe
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博史 八木
Hiroshi Yagi
琢夢 三浦
Takumu Miura
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Kubota ChemiX Co Ltd
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Kubota ChemiX Co Ltd
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Abstract

To provide a drainage piping joint that has a sufficient drift function and can prevent clogging due to an object (solid matter) that obstructs a flow of drainage.SOLUTION: A drainage piping joint 100 has a side opening part 112 on a side surface of a cylindrical trunk part 110 having a vertical axis center. A lateral branch pipe connecting part 120 is provided in the side opening part 112, and an upper vertical connection part 140 and a lower vertical pipe connection part 160 are provided at upper and lower opening parts (upper opening part 114 and lower opening part 116) of a trunk part 110, respectively. The lateral branch pipe connection part 120 has a circular cross section centered on a lateral axis of the lateral branch pipe connection part 120 (without a swelling part), a drift plate 200 composed of a wall surface including a blocking part 210 and a clogging prevention part 220 for closing a part on a left side or a part on a right side of a circular cross section is provided in order to divert the drainage flowing from a lateral branch pipe to the side opening part 112 to either the left or right, and the wall surface does not project into the trunk part 110 (like a backflow prevention rib 300).SELECTED DRAWING: Figure 3

Description

本発明は、高層集合住宅等の排水配管に用いられる排水配管継手に関し、特に、充分な偏流機能を有しながら、排水の流れを阻害する物体(汚物やトイレットペーパー等であって固形物と記載する場合がある)による詰りを防止することのできる排水配管継手に関する。 The present invention relates to a drainage pipe joint used for drainage pipes of a high-rise apartment building or the like, and particularly describes an object (dirt, toilet paper, etc., which is a solid matter) that obstructs the flow of drainage while having a sufficient drift function. Regarding drainage pipe joints that can prevent clogging due to (may be).

集合住宅やオフィスビルなどには、給水設備および排水設備が設けられる。これらのうちの排水設備は、建物の各階層を上下に貫く縦管と、各階層内に設置される横管と、これらを接続する排水配管継手とを備えた排水配管構造が代表的なものとして広く知られている。
これらの縦管と横管とを接続する排水配管継手として、縦軸心を有する筒状の胴部の側面に側部開口部を有し、側部開口部に横枝管接続部が設けられ、胴部の上下開口部に上部立管接続部と下部立管接続部とが設けられたものが一般的である。このような排水配管継手を高層集合住宅等の排水配管に用いるとき、排水能力以外で要求される諸条件として、枝管流入部の通過球径が所定以上であって汚物を含む排水の流れを阻害する物体(固形物)が詰まることがないこと、洗濯排水性能が優れていること等が挙げられる。
Water supply and drainage facilities will be installed in apartment buildings and office buildings. Of these, the drainage facility is typically a drainage pipe structure equipped with vertical pipes that run vertically through each floor of the building, horizontal pipes installed in each floor, and drainage pipe joints that connect them. Widely known as.
As a drainage pipe joint for connecting these vertical pipes and horizontal pipes, a side opening is provided on the side surface of a tubular body having a vertical axis center, and a horizontal branch pipe connection is provided on the side opening. In general, an upper vertical pipe connection portion and a lower vertical pipe connection portion are provided at the upper and lower openings of the body portion. When such a drainage pipe joint is used for drainage pipes of high-rise apartments, etc., as various conditions other than the drainage capacity, the flow of drainage containing filth and the diameter of the passing ball of the branch pipe inflow portion is larger than a predetermined value. The obstacles (solid matter) are not clogged, and the washing drainage performance is excellent.

本願出願人による他の出願に係る特開2004-092226号公報(特許文献1)には、このような諸条件を満足する排水集合管を開示する。この特許文献1に開示された排水集合管は、縦軸心を有する筒状の胴部の側面に側部開口部を有し、該側部開口部に横枝管接続部が設けられ、前記胴部の上下開口部に上部立管接続部と下部立管接続部が設けられた排水集合管において、前記側部開口部の上方の胴部内面に、上方から流下する排水が前記側部開口部に逆流しないようにする逆流防止部が、胴部径内方向に突出成形され、前記逆流防止部の上方の胴部内面に、該胴部の軸中心より前記側部開口部を見たとき左側に、上方から流下する排水を胴部軸心側へ偏流させる軸心偏流部が、胴部の径内方向に突出成形され、該軸心偏流部の突出量は、前記逆流防止部の突出量よりも大きくされていることを特徴とする(特許文献1の請求項1)。さらに、この排水集合管において、前記横枝管接続部には、横枝管から側部開口部に流入する排水を、前記胴部の軸中心より前記側部開口部を見たとき、左側に偏流させる側部偏流部が設けられていることを特徴とする(特許文献1の請求項2)。また、この排水集合管において、前記胴部の軸中心より前記側部開口部を見たとき、前記横枝管接続部の左側側面は、左側方へ膨らまされた膨出部を備えることを特徴とする(特許文献1の請求項6)。 Japanese Patent Application Laid-Open No. 2004-092262 (Patent Document 1) relating to another application by the applicant of the present application discloses a drainage collecting pipe satisfying such conditions. The drainage collecting pipe disclosed in Patent Document 1 has a side opening on the side surface of a tubular body having a vertical axis center, and the side opening is provided with a lateral branch pipe connection portion. In a drainage collecting pipe in which an upper vertical pipe connection portion and a lower vertical pipe connection portion are provided at the upper and lower openings of the body portion, drainage flowing down from above on the inner surface of the body portion above the side opening is the side opening. When the backflow prevention portion that prevents backflow to the portion is formed so as to project inward in the diameter of the body portion, and the side opening is viewed from the axial center of the body portion on the inner surface of the body portion above the backflow prevention portion. On the left side, an axial center drift portion that causes drainage flowing down from above to flow toward the body axis side is projected and molded in the inward direction of the body portion, and the amount of protrusion of the axis center drift portion is the protrusion of the backflow prevention portion. It is characterized in that it is made larger than the amount (claim 1 of Patent Document 1). Further, in this drainage collecting pipe, the drainage flowing from the lateral branch pipe to the side opening is sent to the lateral branch pipe connection portion on the left side when the side opening is viewed from the axial center of the body portion. It is characterized in that a side drift portion for drifting is provided (claim 2 of Patent Document 1). Further, in this drainage collecting pipe, when the side opening is viewed from the axial center of the body, the left side surface of the lateral branch pipe connecting portion is characterized by having a bulging portion bulging to the left. (Claim 6 of Patent Document 1).

特開2004-092226号公報Japanese Unexamined Patent Publication No. 2004-09226

上述した特許文献1に開示された排水集合管においては、側部偏流部を設けて横枝管から流入する排水を、横向きに指向させているので、便器などからの大量の排水に対しても、立管から流下する排水とスムーズに合流させることができるとともに、胴部の軸中心より側部開口部を見たとき、横枝管接続部の左側側面は左側方へ膨らまされた膨出部とされているために、枝管流入部の通過球径が所定以上であって汚物を含む排水の流れを阻害する物体(固形物)が詰まることがないようにしている。 In the drainage collecting pipe disclosed in Patent Document 1 described above, since the drainage flowing from the lateral branch pipe is directed sideways by providing a side drift portion, even a large amount of drainage from a toilet or the like can be treated. , It can be smoothly merged with the drainage flowing down from the standing pipe, and when the side opening is seen from the axis center of the body, the left side surface of the lateral branch pipe connection part is a bulging part bulging to the left side. Therefore, the diameter of the ball passing through the branch pipe inflow portion is larger than a predetermined value, and an object (solid matter) that obstructs the flow of drainage including filth is prevented from being clogged.

このように、この特許文献1に開示された排水集合管は、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することができて高機能な排水性能を備えるために好評を得ているのであるが、横枝管から流入する排水を横向きに指向させるための側部偏流部を設けて便器などからの大量の排水に対しても立管から流下する排水とスムーズに合流させるようにできている反面、その側辺偏流部に対向する位置である枝管接続部の左側側面は左側方へ膨らまされた膨出部を備えさせて固形物による詰りを
防止している。このため、この膨出部を設ける必要があるために特許文献1に開示された排水集合管の構造が(膨出部がない断面略円形構造に比較して)複雑になり製造コストが上昇するおそれが指摘され得る。
As described above, the drainage collecting pipe disclosed in Patent Document 1 has a sufficient drift function, and can prevent clogging due to an object (solid matter) that obstructs the flow of drainage, and has high-performance drainage. Although it has been well received for its performance, it is provided with a side drift section to direct the drainage flowing in from the lateral branch pipe sideways, and it flows down from the standing pipe even for a large amount of drainage from toilet bowls. While it is designed to smoothly merge with the drainage, the left side surface of the branch pipe connection part, which is located facing the side drifting part, is provided with a bulging part bulging to the left side and is clogged with solid matter. Is prevented. Therefore, since it is necessary to provide this bulging portion, the structure of the drainage collecting pipe disclosed in Patent Document 1 becomes complicated (compared to a substantially circular structure having no bulging portion), and the manufacturing cost increases. The fear can be pointed out.

本発明は、上述の問題点に鑑みて開発されたものであり、その目的とするところは、高層集合住宅等の排水配管に用いられる排水配管継手であって、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することのできる排水配管継手を提供することである。 The present invention has been developed in view of the above-mentioned problems, and an object of the present invention is a drainage pipe joint used for drainage pipes of high-rise apartment buildings, etc., while having a sufficient drift function. It is an object of the present invention to provide a drainage pipe joint capable of preventing clogging due to an object (solid matter) that obstructs the flow of drainage.

上記目的を達成するため、本発明に係る排水配管継手は以下の技術的手段を講じている。
すなわち、本発明に係る排水配管継手は、縦軸心を有する筒状の胴部の側面に側部開口部を有し、前記側部開口部に横枝管接続部が設けられ、前記胴部の上下開口部に上立管接続部と下立管接続部とがそれぞれ設けられた排水配管継手であって、前記排水配管継手は、前記横枝管接続部が、前記横枝管接続部の横軸心を中心とした円形断面を備え、横枝管から前記側部開口部に流入する排水を左右のいずれかに偏流させるために前記円形断面の左側の一部または右側の一部を閉鎖する壁面を含んで構成された偏流板を備えることを特徴とする。
In order to achieve the above object, the drainage pipe joint according to the present invention takes the following technical measures.
That is, the drainage pipe joint according to the present invention has a side opening on the side surface of a tubular body having a vertical axis center, and a lateral branch pipe connecting portion is provided in the side opening, and the body is provided. It is a drainage pipe joint in which an upper pipe connection portion and a lower pipe connection portion are provided in the upper and lower openings, respectively. It has a circular cross section centered on the horizontal axis, and a part of the left side or a part of the right side of the circular cross section is closed in order to allow the drainage flowing from the lateral branch pipe to the side opening to flow to the left or right. It is characterized by including a drift plate configured to include a wall surface.

好ましくは、前記横枝管接続部は、前記胴部の上下開口部の開口側から見て前記偏流板に対向する位置に、前記縦軸心から離隔する方向に膨らんだ膨出部を備えないように構成することができる。
さらに好ましくは、前記胴部の上下開口部の開口側から見て前記壁面が前記胴部内に突出しないように構成することができる。
Preferably, the lateral branch pipe connecting portion does not have a bulging portion that bulges in a direction away from the center of the vertical axis at a position facing the drift plate when viewed from the opening side of the upper and lower openings of the body portion. Can be configured as follows.
More preferably, the wall surface can be configured so as not to protrude into the body portion when viewed from the opening side of the upper and lower openings of the body portion.

さらに好ましくは、前記偏流板は、前記排水を遮断することにより前記偏流を発生するための遮断部と、前記排水の流れを阻害する物体の詰りを防止するための詰り防止部とからなるように構成することができる。
さらに好ましくは、前記遮断部は、前記詰り防止部より高い位置にある上部遮断部と、低い位置にある下部遮断部とからなるように構成することができる。
More preferably, the drift plate comprises a blocking portion for generating the drift by blocking the drainage and a clogging prevention portion for preventing clogging of an object that obstructs the flow of the drainage. Can be configured.
More preferably, the blocking portion can be configured to include an upper blocking portion at a position higher than the clogging prevention portion and a lower blocking portion at a lower position.

さらに好ましくは、前記下部遮断部は、前記排水の流量が多いときに前記物体を浮遊させることにより前記物体を前記胴部内へ排水する機能、および、前記排水の流量が少ないときに前記排水を偏流させる機能の少なくともいずれかの機能を備えるように構成することができる。
さらに好ましくは、前記排水が流通可能な断面積は、上側よりも下側が大きいように構成することができる。
More preferably, the lower blocking portion has a function of draining the object into the body by suspending the object when the flow rate of the drainage is high, and a drifting of the drainage when the flow rate of the drainage is low. It can be configured to have at least one of the functions to be caused.
More preferably, the cross-sectional area through which the wastewater can flow can be configured so that the lower side is larger than the upper side.

さらに好ましくは、前記詰り防止部は、前記遮断部の壁面の一部が切り欠かれた形状によって形成されるように構成することができる。
さらに好ましくは、前記詰り防止部は、前記遮断部の壁面の一部が円弧状の切欠円弧で切り欠かれた形状によって形成されるように構成することができる。
さらに好ましくは、前記遮断部における前記側部開口部基端部から前記詰り防止部に至る距離は、上側よりも下側が短いように構成することができる。
More preferably, the clogging prevention portion can be configured so that a part of the wall surface of the blocking portion is formed in a notched shape.
More preferably, the clogging prevention portion can be configured so that a part of the wall surface of the blocking portion is formed by a shape notched by an arcuate notched arc.
More preferably, the distance from the base end of the side opening to the clogging prevention portion in the blocking portion can be configured to be shorter on the lower side than on the upper side.

さらに好ましくは、前記切欠円弧の半径は、前記横枝管接続部の内径に対して15%以上200%以下であるように構成することができる。
さらに好ましくは、前記縦軸心から前記切欠円弧までの水平方向最大長さは、前記横枝管接続部の内径に対して3%以上40%以下であるように構成することができる。
さらに好ましくは、前記切欠円弧の中心は、前記横枝管接続部の内径に対して前記内径中心から1%以上30%以下の範囲の下方に位置するように構成することができる。
More preferably, the radius of the notch arc can be configured to be 15% or more and 200% or less with respect to the inner diameter of the lateral branch pipe connecting portion.
More preferably, the maximum horizontal length from the vertical axis center to the notched arc can be configured to be 3% or more and 40% or less with respect to the inner diameter of the lateral branch pipe connecting portion.
More preferably, the center of the notch arc can be configured to be located below the inner diameter of the lateral branch pipe connection portion within a range of 1% or more and 30% or less from the center of the inner diameter.

本発明によると、高層集合住宅等の排水配管に用いられる排水配管継手であって、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することのできる排水配管継手を提供することができる。 According to the present invention, it is a drainage pipe joint used for drainage pipes of high-rise apartments and the like, and it is possible to prevent clogging by an object (solid matter) that obstructs the flow of drainage while having a sufficient drift function. Drainage pipe fittings can be provided.

本発明の実施の形態に係る排水配管継手100が採用された排水配管構造を示す(A)上面図、(B)側面図である。It is (A) top view and (B) side view which show the drainage pipe structure which adopted the drainage pipe joint 100 which concerns on embodiment of this invention. 本発明の実施の形態に係る排水配管継手100が採用された排水配管構造を示す分解斜視図である。It is an exploded perspective view which shows the drainage pipe structure which adopted the drainage pipe joint 100 which concerns on embodiment of this invention. 排水配管継手100の側面図である。It is a side view of the drainage pipe joint 100. (A)排水配管継手100の外観斜視図(側方)、(B)排水配管継手100の外観斜視図(下方から上方)である。(A) External perspective view (side) of the drainage pipe joint 100, (B) External perspective view (from bottom to top) of the drainage pipe joint 100. 胴部110から側部開口部112を見た排水配管継手の断面図であって(A)偏流板200を備える排水配管継手100において横枝管から側部開口部へ流入可能な仮想通過球体を示す図、(B)偏流板200とは異なる偏流板202を備える排水配管継手102おいて横枝管から側部開口部へ流入可能な仮想通過球体を示す図である。It is sectional drawing of the drainage pipe joint which looked at the side opening 112 from the body part 110, and (A) in the drainage pipe joint 100 provided with the drift plate 200, the virtual passing sphere which can flow from a lateral branch pipe to a side opening. It is a figure which shows (B) the virtual passing sphere which can flow into a side opening from a lateral branch pipe in a drainage pipe joint 102 provided with the drift plate 202 different from the drift plate 200. 本発明の実施の形態に係る排水配管継手100と共通する技術的特徴を備える排水配管継手400の(A)側面図、(B)図6(A)における6B断面図、(C)偏流板拡大図、(D)図6(B)における6D拡大図である。(A) side view, (B) 6B sectional view in FIG. 6 (A), (C) enlarged drift plate of the drainage pipe joint 400 having the same technical features as the drainage pipe joint 100 according to the embodiment of the present invention. FIG. 6 (D) is a 6D enlarged view in FIG. 6 (B). 本発明の実施の形態の変形例に係る排水配管継手500の側面図である。It is a side view of the drainage pipe joint 500 which concerns on the modification of embodiment of this invention.

以下において、本発明の実施の形態に係る排水配管継手100について図1~図5を参照して、本発明の実施の形態に係る排水配管継手100と共通する技術的特徴を備える排水配管継手400について図6を参照して、本発明の実施の形態の変形例に係る排水配管継手500について図7を参照して、詳しく説明する。共通する技術的特徴を備える排水配管継手100と排水配管継手400とでは、その共通する技術的特徴についての図面における符号について同じ符号を付しており、共通する技術的特徴については、排水配管継手100および排水配管継手400のいずれか一方を用いて説明する場合がある。 In the following, with reference to FIGS. 1 to 5 regarding the drainage pipe joint 100 according to the embodiment of the present invention, the drainage pipe joint 400 having the same technical features as the drainage pipe joint 100 according to the embodiment of the present invention. The drainage pipe joint 500 according to the modified example of the embodiment of the present invention will be described in detail with reference to FIG. 6. The drainage pipe joint 100 and the drainage pipe joint 400, which have common technical features, have the same reference numerals for the reference numerals in the drawings for the common technical features, and the common technical features are the drainage pipe joints. It may be described by using either 100 or the drainage pipe joint 400.

ここで、排水配管継手100は3方向に横枝管接続部120を備えるのに対して、排水配管継手400および排水配管継手500は1方向にしか横枝管接続部120を備えない。本発明に係る排水配管継手は、上立管接続部と下立管接続部とを備えることに加えて1以上の横枝管接続部を備えるものであれば特に限定されない。なお、横枝管接続部の個数に起因して、1の横枝管から他の横枝管への逆流を防止するための逆流防止リブ300の有無(そもそも1方向にしか横枝管接続部120を備えない排水配管継手400および排水配管継手500には逆流防止リブ300が不要)および逆流防止リブ300の個数が異なるが、これについては後述する。ここで、逆流防止リブ(逆流防止部、逆流防止板)が上方から流下する排水が側部開口部に逆流しない機能を備えるものである場合にはこの限りではなく、1方向にしか横枝管接続部120を備えない排水配管継手400および排水配管継手500であっても逆流防止リブを備える場合がある。本実施の形態における逆流防止リブ300は、1の横枝管から他の横枝管への逆流を防止するものであって、本発明の技術的特徴との関連性が低いために、排水配管継手100が備える逆流防止リブ300を排水配管継手400および排水配管継手500は備えないものとして説明する。 Here, the drainage pipe joint 100 is provided with the horizontal branch pipe connection portion 120 in three directions, whereas the drainage pipe joint 400 and the drainage pipe joint 500 are provided with the horizontal branch pipe connection portion 120 in only one direction. The drainage pipe joint according to the present invention is not particularly limited as long as it includes one or more lateral branch pipe connection portions in addition to the upper stand pipe connection portion and the lower stand pipe connection portion. In addition, due to the number of lateral branch pipe connection portions, the presence or absence of the backflow prevention rib 300 for preventing backflow from one lateral branch pipe to another lateral branch pipe (in the first place, the lateral branch pipe connection portion is only in one direction). The drainage pipe joint 400 and the drainage pipe joint 500 that do not have the 120 do not require the backflow prevention rib 300) and the number of the backflow prevention ribs 300 is different, which will be described later. Here, the case where the backflow prevention rib (backflow prevention part, backflow prevention plate) has a function of preventing the drainage flowing down from above from flowing back to the side opening is not limited to this, and the lateral branch pipe is available only in one direction. Even the drainage pipe joint 400 and the drainage pipe joint 500 that do not have the connection portion 120 may be provided with the backflow prevention rib. The backflow prevention rib 300 in the present embodiment prevents backflow from one lateral branch pipe to another lateral branch pipe, and has low relevance to the technical features of the present invention. Therefore, it is a drainage pipe. The backflow prevention rib 300 provided in the joint 100 will be described as not provided in the drainage pipe joint 400 and the drainage pipe joint 500.

また、排水配管継手100と排水配管継手400とで共通する技術的特徴とは、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することのできる構造であって、図6を主に参照して詳しく説明する。ここでは、共通する技術的特徴についてはその概要を以下に示すに留める。共通する技術的特徴の概要は、この排水配管継手100および排水配管継手400は、横枝管接続部120が、横枝管接続部120の横軸心を中心とした円形断面(ここで円形断面とは一例として円形断面から膨らんだ特許文献1に開示されたような膨出部を備えないことを意味する)を備え、横枝管から側部開口部112に流入する排水を左右のいずれかに偏流させるためにこの円形断面の左側の一部または右側の一部を閉鎖する壁面を含んで構成された偏流板200を備え、さらに限定的には、この偏流板200が排水を遮断することにより偏流を発生するための遮断部210と排水の流れを阻害する物体の詰りを防止するための詰り防止部220とを備え、この詰り防止部220が遮断部210の壁面の一部を円弧状の切欠円弧222で切り欠かれた形状によって形成されている点である。 Further, the technical feature common to the drainage pipe joint 100 and the drainage pipe joint 400 is a structure capable of preventing clogging by an object (solid matter) that obstructs the flow of drainage while having a sufficient drift function. Therefore, it will be described in detail with reference mainly to FIG. Here, the outline of the common technical features is shown below. The outline of the common technical features is that the drainage pipe joint 100 and the drainage pipe joint 400 have a circular cross section (here, a circular cross section) in which the lateral branch pipe connecting portion 120 is centered on the lateral axis of the lateral branch pipe connecting portion 120. As an example, it means that it does not have a bulging portion as disclosed in Patent Document 1 bulging from a circular cross section), and drainage flowing from the lateral branch pipe to the side opening 112 is either left or right. The drift plate 200 is configured to include a wall surface that closes a part of the left side or a part of the right side of the circular cross section for drifting to, and more limitedly, the drift plate 200 blocks drainage. It is provided with a blocking portion 210 for generating uneven flow and a clogging preventing portion 220 for preventing clogging of an object that obstructs the flow of drainage, and the clogging preventing portion 220 forms a part of the wall surface of the blocking portion 210 in an arc shape. It is a point formed by the shape notched by the notched arc 222 of.

ここで、図1~図7に示す図は、本発明に関連の低い構成等を省略した場合を含んで模式的に記載されたものであって、図の間での整合性が完全には一致していない場合がある。
図1~図2に示すように、本発明の実施の形態に係る排水配管継手100を用いた排水配管構造は、建築物における床スラブSを上下に貫通する貫通孔にその一部が設けられる排水配管継手100と、床スラブSの上方でこの排水配管継手100の上立管接続部140に(上立管接続部材を介して)接続され上階からの排水を流入させる上階側の上立管と、床スラブSの上方でこの排水配管継手100の横枝管接続部120に(横立管接続部材を介して)接続される(ここではそれぞれ3本ずつの)横枝管と、床スラブSの下方でこの排水配管継手100の下立管接続部160に接続され下階に排水を流出させる下階側の下立管(旋回羽根付き縮径管および直管)とを有している。このような排水配管継手100を用いた排水配管構造は最下階以外で採用されたものを示しているが、本実施の形態に係る排水配管継手100を用いた排水配管構造は最下階でも採用でき最下階の場合には下立管は下立管(直管)と90度ベンド管とで構成される場合が一例として挙げられる。なお、これらの排水配管構造は一例であって、例示した排水配管構造に限定して本発明に係る排水配管継手100が採用されるものではない。ここで、本発明の技術的特徴との関連性が低いために、本発明との関連性が低い、下立管(旋回羽根付き縮径管)に設けられる制振材、振動絶縁体、遮音カバー等については説明しない。
Here, the figures shown in FIGS. 1 to 7 are schematically shown including the case where the low configuration and the like related to the present invention are omitted, and the consistency between the figures is completely complete. It may not match.
As shown in FIGS. 1 and 2, in the drainage pipe structure using the drainage pipe joint 100 according to the embodiment of the present invention, a part thereof is provided in a through hole that vertically penetrates the floor slab S in the building. Above the drainage pipe joint 100 and the upper floor side connected to the upper pipe connection portion 140 of the drainage pipe joint 100 above the floor slab S (via the upper pipe connection member) to allow drainage from the upper floor to flow in. A vertical pipe and a horizontal branch pipe (here, three each) connected to the horizontal branch pipe connection portion 120 of the drainage pipe joint 100 above the floor slab S (via the horizontal pipe connection member). Below the floor slab S, there is a lower floor side lower pipe (diameter pipe with swivel blade and straight pipe) that is connected to the lower pipe connection portion 160 of this drainage pipe joint 100 and allows drainage to flow out to the lower floor. ing. Although the drainage pipe structure using the drainage pipe joint 100 is shown to be adopted on a floor other than the lowest floor, the drainage pipe structure using the drainage pipe joint 100 according to the present embodiment is also used on the lowest floor. In the case of the lowest floor that can be adopted, an example is that the lower pipe is composed of a lower pipe (straight pipe) and a 90-degree bend pipe. It should be noted that these drainage pipe structures are only examples, and the drainage pipe joint 100 according to the present invention is not adopted only for the illustrated drainage pipe structure. Here, the vibration damping material, the vibration insulator, and the sound insulation provided in the lower vertical pipe (diameter-reduced pipe with swivel blade), which have low relevance to the present invention because they have low relevance to the technical features of the present invention. The cover etc. will not be explained.

図1~図5に示すように、排水配管継手100は、縦軸心を有する筒状の胴部110(以下において筒状の胴部110を単に胴部110と記載する場合がある)の側面に側部開口部112を有し、側部開口部112に横枝管接続部120が設けられ、胴部110の上下開口部(上部開口部114および下部開口部116)に上立管接続部140と下立管接続部160とがそれぞれ設けられている。なお、上述の通り、図1~図5に示す排水配管継手100は、側部開口部112およびそれに設けられる横枝管接続部120は平面視で90°間隔の3箇所に設けられ、図6に示す排水配管継手400(図7に示す変形例に係る排水配管継手500も同じ)は、側部開口部112およびそれに設けられる横枝管接続部120は1箇所しかに設けられていない。 As shown in FIGS. 1 to 5, the drainage pipe joint 100 is a side surface of a tubular body portion 110 having a vertical axis center (hereinafter, the tubular body portion 110 may be simply referred to as a body portion 110). The side opening 112 is provided with a lateral branch pipe connecting portion 120 in the side opening 112, and an upper pipe connecting portion is provided in the upper and lower openings (upper opening 114 and lower opening 116) of the body portion 110. A 140 and a lower pipe connecting portion 160 are provided, respectively. As described above, in the drainage pipe joint 100 shown in FIGS. 1 to 5, the side opening 112 and the lateral branch pipe connecting portion 120 provided therein are provided at three locations at 90 ° intervals in a plan view, and FIG. In the drainage pipe joint 400 shown in FIG. 7 (the same applies to the drainage pipe joint 500 according to the modified example shown in FIG. 7), the side opening 112 and the lateral branch pipe connection portion 120 provided therein are provided only at one place.

そして、この排水配管継手100は、横枝管接続部120が、横枝管接続部120の横軸心を中心とした円形断面を備え、横枝管から側部開口部112に流入する排水を左右のいずれかに偏流させるために円形断面の左側の一部または右側の一部を閉鎖する壁面を含んで構成された偏流板200を備える。なお、本実施の形態においては、図5および図6に示すように、偏流板200は、横枝管接続部120の円形断面における左側の一部を閉鎖する壁面(より詳しくは遮断部210と詰り防止部220)を含んで構成されている。これは、この排水配管継手100は、たとえば各階の排水配管継手100において図2に示すような旋回羽根が設けられ、鉛直上方から上立管または下立管を見た場合に反時計回りの旋回流を発生させており(図4(B)および図6(B)においては下から排水配管継手100を見上げているために旋回流は時計回りで表現される)、横枝管からの排水を右側に偏流させることにより(左側の流れを止めたり弱めたりすることにより)、上方から反時計回りに旋回して流下する排水に横枝管からの排水を抵抗少なく合流させることができる。 The drainage pipe joint 100 has a circular cross section in which the lateral branch pipe connecting portion 120 has a circular cross section centered on the horizontal axis of the lateral branch pipe connecting portion 120, and drains water flowing from the lateral branch pipe into the side opening 112. It comprises a drift plate 200 configured to include a wall surface that closes a portion of the left side or a portion of the right side of the circular cross section for drifting to either the left or right. In the present embodiment, as shown in FIGS. 5 and 6, the drift plate 200 has a wall surface (more specifically, a blocking portion 210) that closes a part of the left side of the circular cross section of the lateral branch pipe connecting portion 120. It is configured to include a clogging prevention unit 220). This is because the drainage pipe joint 100 is provided with a swivel blade as shown in FIG. 2 in the drainage pipe joint 100 on each floor, and turns counterclockwise when the upper pipe or the lower pipe is viewed from vertically above. A flow is generated (in FIGS. 4B and 6B, the swirling flow is expressed clockwise because the drainage pipe joint 100 is looked up from below), and the drainage from the lateral branch pipe is discharged. By drifting to the right side (by stopping or weakening the flow on the left side), the drainage from the lateral branch pipe can be merged with the drainage that swirls counterclockwise from above and flows down.

ここで、横枝管接続部120は、胴部110の上下開口部(上部開口部114および下部開口部116)の開口側から見て偏流板200に対向する位置に、筒状の胴部110の縦軸心から離隔する方向に膨らんだ膨出部を備えない。すなわち、この排水配管継手100においては、横枝管接続部120が、横枝管接続部120の横軸心を中心とした円形断面を備え、円形断面から膨らんだ(一例として特許文献1に開示されたような)膨出部を備えないことを意味するものである。このため、このような膨出部を設ける必要がないために排水配管継手100の胴部100の断面構造が略円形構造となり簡略化できて製造コストが上昇するおそれを抑制することができる。なお、このような膨出部を備えなくても排水の流れを阻害する物体(固形物)による詰りを防止できる点については後述する。 Here, the lateral branch pipe connecting portion 120 has a tubular body portion 110 at a position facing the drift plate 200 when viewed from the opening side of the upper and lower openings (upper opening 114 and lower opening 116) of the body portion 110. It does not have a bulge that bulges in the direction away from the center of the vertical axis of. That is, in this drainage pipe joint 100, the lateral branch pipe connecting portion 120 has a circular cross section centered on the horizontal axis of the lateral branch pipe connecting portion 120 and bulges from the circular cross section (disclosure in Patent Document 1 as an example). It means that it does not have a bulge (as was done). Therefore, since it is not necessary to provide such a bulging portion, the cross-sectional structure of the body portion 100 of the drainage pipe joint 100 becomes a substantially circular structure, which can be simplified and the possibility of increasing the manufacturing cost can be suppressed. It should be noted that the point that clogging by an object (solid substance) that obstructs the flow of drainage can be prevented even if such a bulging portion is not provided will be described later.

また、胴部110の上下開口部(上部開口部114および下部開口部116)の開口側
から見て偏流板200を構成する壁面が胴部110内に突出しない。すなわち、この排水配管継手100においては、横枝管接続部120が、横枝管接続部120の横軸心を中心とした円形断面を備え、偏流板200を構成する壁面が、図3または図4に示す逆流防止リブ300のように胴部110内に突出するものではないことを意味するものである。このため、このような胴部110内に突出して偏流板200を設ける必要がないために排水配管継手100の胴部100の断面構造が略円形構造となり簡略化できて製造コストが上昇するおそれを抑制することができるとともに、胴部110内に偏流板200が突出していないために胴部110を上から下へ流下する排水の流れの障害となることを抑制することができる。このように、横枝管から側部開口部112に流入する排水を左右のいずれかに偏流させるための偏流板200が、胴部110内に突出しておらず、偏流板200の壁面は胴部の円形断面に沿って延設されたような形状となっている点は、上述した逆流防止リブとも従来の偏流板とも大きく異なる特徴である。
Further, the wall surface constituting the drift plate 200 does not protrude into the body portion 110 when viewed from the opening side of the upper and lower openings (upper opening 114 and lower opening 116) of the body portion 110. That is, in the drainage pipe joint 100, the lateral branch pipe connecting portion 120 has a circular cross section centered on the horizontal axis of the lateral branch pipe connecting portion 120, and the wall surface constituting the drift plate 200 is shown in FIG. 3 or FIG. It means that it does not protrude into the body portion 110 like the backflow prevention rib 300 shown in 4. Therefore, since it is not necessary to project the drift plate 200 into the body portion 110, the cross-sectional structure of the body portion 100 of the drainage pipe joint 100 becomes a substantially circular structure, which may be simplified and the manufacturing cost may increase. In addition to being able to suppress it, it is possible to suppress the obstruction of the flow of drainage flowing down from the top to the bottom of the body 110 because the drift plate 200 does not protrude into the body 110. As described above, the drift plate 200 for allowing the drainage flowing from the lateral branch pipe to the side opening 112 to flow unevenly to either the left or right does not protrude into the body portion 110, and the wall surface of the drift plate 200 is the body portion. The point that the shape is extended along the circular cross section of the above-mentioned is a feature that is significantly different from the above-mentioned backflow prevention rib and the conventional drift plate.

さらに詳しくは、この偏流板200は、(横枝管からの排水配管継手100の胴部110への)排水を遮断することにより偏流を発生するための遮断部210(より詳しくは上部遮断部210Uおよび下部遮断部210D)と、(横枝管からの排水配管継手100の胴部110への)排水の流れを阻害する物体(汚物やトイレットペーパー等の固形物)の詰りを防止するための詰り防止部220とからなる。偏流板200がこのような詰まり防止部220を備えるために、上述したように特許文献1に開示されたような膨出部を備えなくても排水の流れを阻害する物体(固形物)による詰りを防止できる。 More specifically, the drift plate 200 has a cutoff portion 210 (more specifically, an upper cutoff portion 210U) for generating a drift by blocking the drainage (from the lateral branch pipe to the body portion 110 of the drainage pipe joint 100). And the lower cutoff section 210D) and clogging to prevent clogging of objects (dirt, solid matter such as toilet paper) that obstruct the flow of drainage (from the lateral branch pipe to the body 110 of the drainage pipe joint 100). It is composed of a prevention unit 220. In order for the drift plate 200 to include such a clogging prevention portion 220, clogging by an object (solid matter) that obstructs the flow of drainage even if it does not have the bulging portion as disclosed in Patent Document 1 as described above. Can be prevented.

より具体的に、排水配管継手100において胴部110から側部開口部112を見た(排水配管継手100において縦軸中心から外側を見た)断面図である図5を参照して説明する。図5(A)は詰まり防止部220を有する偏流板200を備える排水配管継手100において横枝管から側部開口部へ流入可能な仮想通過球体(直径PB(1))を示し、図5(B)は偏流板200とは異なる偏流板202であって詰まり防止部220を有しない偏流板202を備える排水配管継手102おいて横枝管から側部開口部へ流入可能な仮想通過球体(直径PB(2))を示す。横枝管接続部120の内径φdが102.8mmである場合に(横枝管接続部120側が呼び径100の横枝管接続部材を横枝管接続部120に接続する場合に)、仮想通過球体の直径PB(1)が68mmに対してPB(2)が60mmと13.3%向上している。 More specifically, it will be described with reference to FIG. 5, which is a cross-sectional view of the drainage pipe joint 100 in which the side opening 112 is seen from the body 110 (the outside of the drainage pipe joint 100 is viewed from the center of the vertical axis). FIG. 5A shows a virtual passing sphere (diameter PB (1)) capable of flowing from the lateral branch pipe to the side opening in the drainage pipe joint 100 provided with the drift plate 200 having the clogging prevention portion 220, and is shown in FIG. 5 (A). B) is a drift plate 202 different from the drift plate 200, and is a virtual passing sphere (diameter) capable of flowing from the lateral branch pipe to the side opening in the drainage pipe joint 102 provided with the drift plate 202 having no clogging prevention portion 220. PB (2)) is shown. Virtual passage when the inner diameter φd of the lateral branch pipe connecting portion 120 is 102.8 mm (when the lateral branch pipe connecting portion 120 side connects the lateral branch pipe connecting member having a nominal diameter of 100 to the lateral branch pipe connecting portion 120). The diameter PB (1) of the sphere is 68 mm, while the diameter of PB (2) is 60 mm, which is an improvement of 13.3%.

さらに詳しくは、図6に示すように、この遮断部210は、詰り防止部220より高い位置にある上部遮断部210Uと、詰り防止部220より低い位置にある下部遮断部210Dとからなる。当然であるが、上部遮断部210Uは下部遮断部210Dよりも(詰まり防止部220よりも)上方に位置する。
下部遮断部210Uは、(横枝管から排水配管継手100への)排水の流量が多いときに物体(固形物)を浮遊させることにより物体を胴部110内へ排水する機能、および、(横枝管から排水配管継手100への)排水の流量が少ないときに排水を偏流させる機能の少なくともいずれかの機能を備える。これにより、横枝管から排水配管継手100への排水の流量が少ない場合であっても充分な偏流機能を有しながら、横枝管から排水配管継手100への排水の流量が多い場合には排水の流れを阻害する物体(固形物)による詰りを防止することができる。
More specifically, as shown in FIG. 6, the blocking portion 210 includes an upper blocking portion 210U located at a position higher than the clogging prevention portion 220 and a lower blocking portion 210D located at a position lower than the clogging prevention portion 220. As a matter of course, the upper cutoff portion 210U is located above the lower cutoff portion 210D (above the clogging prevention portion 220).
The lower cutoff portion 210U has a function of draining an object (solid material) into the body 110 when the flow rate of drainage (from the lateral branch pipe to the drainage pipe joint 100) is large, and (horizontal). It has at least one of the functions of causing the drainage to flow unevenly when the flow rate of the drainage (from the branch pipe to the drainage pipe joint 100) is low. As a result, even if the flow rate of drainage from the horizontal branch pipe to the drainage pipe joint 100 is small, the flow rate of drainage from the horizontal branch pipe to the drainage pipe joint 100 is large while having a sufficient drift function. It is possible to prevent clogging due to an object (solid matter) that obstructs the flow of wastewater.

図3~図6に示すように(横枝管から排水配管継手100への)排水が流通可能な断面積は、上側よりも下側が大きい。さらに、詰り防止部210は、遮断部220の壁面の一部が切り欠かれた形状によって形成される。さらに、詰り防止部210は、遮断部220の壁面の一部が円弧状の切欠円弧222で切り欠かれた形状によって形成される。また、遮断部210における側部開口部基端部BCから詰り防止部220に至る距離は、上側よりも下側が短い(LU>LC)。 As shown in FIGS. 3 to 6, the cross-sectional area through which drainage (from the lateral branch pipe to the drainage pipe joint 100) can flow is larger on the lower side than on the upper side. Further, the clogging prevention portion 210 is formed by a shape in which a part of the wall surface of the blocking portion 220 is cut out. Further, the clogging prevention portion 210 is formed by a shape in which a part of the wall surface of the cutoff portion 220 is cut out by an arcuate notch arc 222. Further, the distance from the base end BC of the side opening in the blocking portion 210 to the clogging prevention portion 220 is shorter on the lower side than on the upper side (LU> LC).

なお、図7に示す変形例に係る排水配管継手500のように、詰り防止部610は、遮断部620の壁面の一部が円弧状の切欠円弧622で切り欠かれた形状によって形成されていても構わない。この排水配管継手500においても、(横枝管から排水配管継手100への)排水が流通可能な断面積は、上側よりも下側が大きく、さらに、詰り防止部61
0は、遮断部620の壁面の一部が切り欠かれた形状によって形成され遮断部610がより詳しくは上部遮断部610Uおよび下部遮断部610Dで形成され、また、詰り防止部610は、遮断部620の壁面の一部が円弧状の切欠円弧622で切り欠かれた形状によって形成されている。
As in the drainage pipe joint 500 according to the modified example shown in FIG. 7, the clogging prevention portion 610 is formed by a shape in which a part of the wall surface of the cutoff portion 620 is cut out by an arcuate notch arc 622. It doesn't matter. Even in this drainage pipe joint 500, the cross-sectional area through which drainage (from the horizontal branch pipe to the drainage pipe joint 100) can flow is larger on the lower side than on the upper side, and further, the clogging prevention portion 61.
0 is formed by a shape in which a part of the wall surface of the cutoff portion 620 is cut out, and the cutoff portion 610 is more specifically formed by the upper cutoff portion 610U and the lower cutoff portion 610D. A part of the wall surface of the 620 is formed by a shape notched by an arc-shaped notched arc 622.

これらの特徴は、以下のようにも説明できる。
図6(C)に示すように、偏流板200の壁面は、一例ではあるが、横枝管接続部120の内径(φd)を半径とした円弧とその円弧の弦とで形成され、その弦の一部または全部が(ここでは一部が円弧状の切欠円弧222により、図7においては弦の全部が円弧状の切欠円弧622により)切り欠かれた形状を備えるように構成することができる。なお、図6においては弦と胴部110の縦軸心とが側面視において平行であるが、図7においては弦と胴部110の縦軸心とが側面視において平行ではない。
These features can also be explained as follows.
As shown in FIG. 6C, the wall surface of the drift plate 200 is formed by an arc having an inner diameter (φd) of the lateral branch pipe connecting portion 120 as a radius and a string of the arc, which is an example. A part or all of the strings can be configured to have a notched shape (here, partly by an arcuate notch arc 222, in FIG. 7 all by an arcuate notch arc 622). .. In FIG. 6, the string and the vertical axis center of the body 110 are parallel in the side view, but in FIG. 7, the string and the vertical axis center of the body 110 are not parallel in the side view.

図6に示す排水配管継手100においては、この弦の一部が切り欠かれた壁面(すなわち遮断部210)において、残された弦の長さは上側よりも下側が短い(LU>LC)。これは、この弦の一部が切り欠かれた壁面において、残された弦の長さは上側(上側の弦の長さLC)よりも下側(下側の弦の長さLD)が短いことを意味する。ここで、図6においては切欠円弧222において切り欠かれて残された弦の長さをLCで示している。 In the drainage pipe joint 100 shown in FIG. 6, the length of the remaining string is shorter on the lower side than on the upper side (LU> LC) on the wall surface (that is, the cutoff portion 210) in which a part of the string is cut out. This is because the length of the remaining string is shorter on the lower side (lower string length LD) than on the upper side (upper string length LC) on the wall surface where a part of this string is cut out. Means that. Here, in FIG. 6, the length of the string left after being cut out in the notched arc 222 is shown by LC.

次に、図6を参照して、膨出部等を備えることないために製造コストが上昇することを抑制しつつ、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することのできる排水配管継手100および排水配管継手400に共通する技術的特徴について詳しく説明する。なお、以下の説明においては、排水配管継手400を代表させて説明する。 Next, with reference to FIG. 6, an object (solid substance) that hinders the flow of wastewater while having a sufficient drift function while suppressing an increase in manufacturing cost due to the absence of a bulging portion or the like. ), The technical features common to the drainage pipe joint 100 and the drainage pipe joint 400, which can prevent clogging due to), will be described in detail. In the following description, the drainage pipe joint 400 will be described as a representative.

図6に示すように、切欠円弧222の半径Rは、横枝管接続部120の内径φdに対して15%以上200%以下であることが好ましい。
なお、切欠円弧222の半径Rは横枝管接続部120の内径φdに対して(横枝管接続部120の内径φdを基準として)15%以上200%以下が好ましく、19%以上195%以下が特に好ましい。
As shown in FIG. 6, the radius R of the notch arc 222 is preferably 15% or more and 200% or less with respect to the inner diameter φd of the lateral branch pipe connecting portion 120.
The radius R of the notch arc 222 is preferably 15% or more and 200% or less, and 19% or more and 195% or less with respect to the inner diameter φd of the lateral branch pipe connecting portion 120 (based on the inner diameter φd of the lateral branch pipe connecting portion 120). Is particularly preferable.

また、図6に示すように、縦軸心から切欠円弧222までの水平方向最大長さLは、横枝管接続部120の内径φdに対して3%以上40%以下であることが好ましい。
なお、縦軸心から切欠円弧222までの水平方向最大長さLは横枝管接続部120の内径φdに対して(横枝管接続部120の内径φdを基準として)3%以上40%以下が好ましく、4.8%以上35%以下が特に好ましい。
Further, as shown in FIG. 6, the maximum horizontal length L from the center of the vertical axis to the notch arc 222 is preferably 3% or more and 40% or less with respect to the inner diameter φd of the lateral branch pipe connecting portion 120.
The maximum horizontal length L from the center of the vertical axis to the notch arc 222 is 3% or more and 40% or less with respect to the inner diameter φd of the lateral branch pipe connecting portion 120 (based on the inner diameter φd of the lateral branch pipe connecting portion 120). Is preferable, and 4.8% or more and 35% or less are particularly preferable.

また、図6に示すように、切欠円弧222の中心CCは、横枝管接続部120の内径φdに対して内径中心Cから1%以上30%以下の範囲の下方に位置する。すなわち、切欠円弧222の中心CCは、内径中心Cから下方へ内径φdに対して1%以上30%以下の長さDYの範囲で下方に位置する。
なお、切欠円弧222の中心CCは、横枝管接続部120の内径φdに対して(横枝管接続部120の内径φdを基準として)内径中心Cから上述の通り1%以上30%以下の範囲の下方に位置することが好ましく、6%以上10%以下の範囲の下方に位置することが特に好ましい。
Further, as shown in FIG. 6, the center CC of the notch arc 222 is located below the inner diameter φd of the lateral branch pipe connecting portion 120 within a range of 1% or more and 30% or less from the inner diameter center C. That is, the center CC of the notch arc 222 is located downward from the center C of the inner diameter within a range of a length DY of 1% or more and 30% or less with respect to the inner diameter φd.
The center CC of the notch arc 222 is 1% or more and 30% or less from the inner diameter center C (based on the inner diameter φd of the lateral branch pipe connecting portion 120) with respect to the inner diameter φd of the lateral branch pipe connecting portion 120. It is preferably located below the range, and particularly preferably below the range of 6% or more and 10% or less.

また、図6に示すように、切欠円弧222の中心CCは、横枝管接続部120の内径φdに対して内径中心Cから1%以上170%以下の範囲の側方(偏流板200の逆側)に位置する。すなわち、切欠円弧222の中心CCは、内径中心Cから側方(偏流板200の逆側)へ内径φdに対して1%以上170%以下の長さDXの範囲で側方(偏流板200の逆側)に位置する。 Further, as shown in FIG. 6, the center CC of the notch arc 222 is lateral to the inner diameter φd of the lateral branch pipe connecting portion 120 within a range of 1% or more and 170% or less from the inner diameter center C (reverse of the drift plate 200). Located on the side). That is, the center CC of the notch arc 222 is lateral (on the opposite side of the drift plate 200) from the center C of the inner diameter to the side (opposite side of the drift plate 200) within a range of length DX of 1% or more and 170% or less with respect to the inner diameter φd. Located on the opposite side).

なお、切欠円弧222の中心CCは、横枝管接続部120の内径φdに対して(横枝管接続部120の内径φdを基準として)内径中心Cから上述の通り1%以上170%以下の範囲の側方(偏流板200の逆側)に位置することが好ましく、3%以上20%以下の範囲の側方(偏流板200の逆側)に位置することが特に好ましい。
また、図6(D)に示す偏流板200の断面において表される切欠円弧222の断面形状にはR(丸み)加工されていて、範囲LCD(横枝管接続部120の内径中心Cから切
欠円弧222と下部遮断部210Dとの接合点までの範囲)において、そのRが横枝管接続部120の内径中心Cから下方へ向けて徐々に大きくなる(たとえばR2からR3へ徐変させている)。
The center CC of the notch arc 222 is 1% or more and 170% or less from the inner diameter center C (based on the inner diameter φd of the lateral branch pipe connecting portion 120) with respect to the inner diameter φd of the lateral branch pipe connecting portion 120. It is preferably located on the side of the range (opposite side of the drift plate 200), and particularly preferably located on the side of the range of 3% or more and 20% or less (opposite side of the drift plate 200).
Further, the cross-sectional shape of the notch arc 222 shown in the cross section of the drift plate 200 shown in FIG. 6 (D) is R (rounded), and is notched from the center C of the inner diameter of the range LCD (horizontal branch pipe connection portion 120). In the range up to the junction between the arc 222 and the lower cutoff portion 210D), its R gradually increases downward from the inner diameter center C of the lateral branch pipe connecting portion 120 (for example, it is gradually changed from R2 to R3). ).

以上のようにして、本実施の形態に係る排水配管継手100および排水配管継手400ならびに排水配管継手500によると、膨出部等を備えることないために製造コストが上昇することを抑制しつつ、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することができる。
なお、今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は上記した説明ではなくて特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。
As described above, according to the drainage pipe joint 100, the drainage pipe joint 400, and the drainage pipe joint 500 according to the present embodiment, the manufacturing cost is suppressed from increasing because the bulging portion and the like are not provided. While having a sufficient drift function, it is possible to prevent clogging due to an object (solid matter) that obstructs the flow of wastewater.
It should be noted that the embodiments disclosed this time are exemplary in all respects and are not restrictive. The scope of the present invention is shown by the scope of claims rather than the above description, and is intended to include all modifications within the meaning and scope equivalent to the scope of claims.

本発明は、高層集合住宅等の排水配管に用いられる排水配管継手に好ましく、充分な偏流機能を有しながら、排水の流れを阻害する物体(固形物)による詰りを防止することのできる点で特に好ましい。 The present invention is preferable for drainage pipe joints used for drainage pipes in high-rise apartment buildings, etc., and is capable of preventing clogging due to an object (solid matter) that obstructs the flow of drainage while having a sufficient drift function. Especially preferable.

100、400、500 排水配管継手
112 側部開口部
114 上部開口部
116 下部開口部
120 横枝管接続部
140 上立管接続部
160 下立管接続部
200 偏流板
210 遮断部
220 詰まり防止部
300 逆流防止リブ
100, 400, 500 Drainage pipe joint 112 Side opening 114 Upper opening 116 Lower opening 120 Horizontal branch pipe connection 140 Upper pipe connection 160 Lower pipe connection 200 Diversion plate 210 Cutoff 220 Clog prevention part 300 Backflow prevention rib

Claims (13)

縦軸心を有する筒状の胴部の側面に側部開口部を有し、前記側部開口部に横枝管接続部が設けられ、前記胴部の上下開口部に上立管接続部と下立管接続部とがそれぞれ設けられた排水配管継手であって、
前記排水配管継手は、前記横枝管接続部が、前記横枝管接続部の横軸心を中心とした円形断面を備え、横枝管から前記側部開口部に流入する排水を左右のいずれかに偏流させるために前記円形断面の左側の一部または右側の一部を閉鎖する壁面を含んで構成された偏流板を備えることを特徴とする排水配管継手。
A side opening is provided on the side surface of a tubular body having a vertical axis center, a lateral branch pipe connection portion is provided at the side opening, and an upper pipe connection portion is provided at the upper and lower openings of the body. It is a drainage pipe joint provided with a lower pipe connection part, respectively.
In the drainage pipe joint, the lateral branch pipe connecting portion has a circular cross section centered on the horizontal axis of the lateral branch pipe connecting portion, and the drainage flowing from the lateral branch pipe to the side opening is either left or right. A drainage pipe joint comprising a drift plate configured to include a wall surface that closes a portion of the left side or a portion of the right side of the circular cross section for drifting.
前記横枝管接続部は、前記胴部の上下開口部の開口側から見て前記偏流板に対向する位置に、前記縦軸心から離隔する方向に膨らんだ膨出部を備えないことを特徴とする、請求項1に記載の排水配管継手。 The lateral branch pipe connecting portion is characterized in that it does not have a bulging portion that bulges in a direction away from the center of the vertical axis at a position facing the drift plate when viewed from the opening side of the upper and lower openings of the body portion. The drainage pipe joint according to claim 1. 前記胴部の上下開口部の開口側から見て前記壁面が前記胴部内に突出しないことを特徴とする、請求項1または請求項2に記載の排水配管継手。 The drainage pipe joint according to claim 1 or 2, wherein the wall surface does not protrude into the body portion when viewed from the opening side of the upper and lower openings of the body portion. 前記偏流板は、前記排水を遮断することにより前記偏流を発生するための遮断部と、前記排水の流れを阻害する物体の詰りを防止するための詰り防止部とからなることを特徴とする、請求項1~請求項3のいずれかに記載の排水配管継手。 The drift plate is characterized by comprising a blocking portion for generating the drift by blocking the drainage and a clogging prevention portion for preventing clogging of an object that obstructs the flow of the drainage. The drainage pipe joint according to any one of claims 1 to 3. 前記遮断部は、前記詰り防止部より高い位置にある上部遮断部と、低い位置にある下部遮断部とからなることを特徴とする、請求項4に記載の排水配管継手。 The drainage pipe joint according to claim 4, wherein the cutoff portion includes an upper cutoff portion at a position higher than the clogging prevention portion and a lower cutoff portion at a lower position. 前記下部遮断部は、前記排水の流量が多いときに前記物体を浮遊させることにより前記物体を前記胴部内へ排水する機能、および、前記排水の流量が少ないときに前記排水を偏流させる機能の少なくともいずれかの機能を備えることを特徴とする、請求項5に記載の排水配管継手。 The lower blocking portion has at least a function of draining the object into the body portion by suspending the object when the flow rate of the drainage is high and a function of causing the drainage to flow unevenly when the flow rate of the drainage is low. The drainage pipe joint according to claim 5, wherein the drainage pipe joint has any of the functions. 前記排水が流通可能な断面積は、上側よりも下側が大きいことを特徴とする、請求項4~請求項6のいずれかに記載の排水配管継手。 The drainage pipe joint according to any one of claims 4 to 6, wherein the cross section through which the drainage can flow is larger on the lower side than on the upper side. 前記詰り防止部は、前記遮断部の壁面の一部が切り欠かれた形状によって形成されることを特徴とする、請求項4~請求項7のいずれかに記載の排水配管継手。 The drainage pipe joint according to any one of claims 4 to 7, wherein the clogging prevention portion is formed by a shape in which a part of the wall surface of the cutoff portion is cut out. 前記詰り防止部は、前記遮断部の壁面の一部が円弧状の切欠円弧で切り欠かれた形状によって形成されることを特徴とする、請求項4~請求項7のいずれかに記載の排水配管継手。 The drainage according to any one of claims 4 to 7, wherein the clogging prevention portion is formed by a shape in which a part of the wall surface of the blocking portion is cut out by an arc-shaped notched arc. Plumbing fittings. 前記遮断部における前記側部開口部基端部から前記詰り防止部に至る距離は、上側よりも下側が短いことを特徴とする、請求項4~請求項9のいずれかに記載の排水配管継手。 The drainage pipe joint according to any one of claims 4 to 9, wherein the distance from the base end portion of the side opening in the cutoff portion to the clogging prevention portion is shorter on the lower side than on the upper side. .. 前記切欠円弧の半径は、前記横枝管接続部の内径に対して15%以上200%以下であることを特徴とする、請求項9に記載の排水配管継手。 The drainage pipe joint according to claim 9, wherein the radius of the notch arc is 15% or more and 200% or less with respect to the inner diameter of the lateral branch pipe connection portion. 前記縦軸心から前記切欠円弧までの水平方向最大長さは、前記横枝管接続部の内径に対して3%以上40%以下であることを特徴とする、請求項9に記載の排水配管継手。 The drainage pipe according to claim 9, wherein the maximum horizontal length from the vertical axis center to the notch arc is 3% or more and 40% or less with respect to the inner diameter of the lateral branch pipe connection portion. Fittings. 前記切欠円弧の中心は、前記横枝管接続部の内径に対して前記内径中心から1%以上30%以下の範囲の下方に位置することを特徴とする、請求項9に記載の排水配管継手。 The drainage pipe joint according to claim 9, wherein the center of the notch arc is located below the inner diameter of the lateral branch pipe connection portion within a range of 1% or more and 30% or less from the center of the inner diameter. ..
JP2020169147A 2020-10-06 2020-10-06 Drainage piping joint Pending JP2022061254A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7296512B1 (en) 2022-10-20 2023-06-22 株式会社クボタケミックス Drainage collecting pipe inspection method
JP7379749B1 (en) 2023-06-12 2023-11-14 株式会社クボタケミックス Drainage collecting pipe and method of manufacturing wastewater collecting pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7296512B1 (en) 2022-10-20 2023-06-22 株式会社クボタケミックス Drainage collecting pipe inspection method
JP7379749B1 (en) 2023-06-12 2023-11-14 株式会社クボタケミックス Drainage collecting pipe and method of manufacturing wastewater collecting pipe

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