JP6564321B2 - Drainage pipe structure and joint used in the drainage pipe structure - Google Patents

Drainage pipe structure and joint used in the drainage pipe structure Download PDF

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JP6564321B2
JP6564321B2 JP2015249630A JP2015249630A JP6564321B2 JP 6564321 B2 JP6564321 B2 JP 6564321B2 JP 2015249630 A JP2015249630 A JP 2015249630A JP 2015249630 A JP2015249630 A JP 2015249630A JP 6564321 B2 JP6564321 B2 JP 6564321B2
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joint
wall surface
side connection
drainage
outflow
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JP2017115350A (en
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義教 渋谷
義教 渋谷
甫 宮内
甫 宮内
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Aron Kasei Co Ltd
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Description

本発明は、建物から流れ出す排水を下流に導く排水配管構造と、該排水配管構造に用いられる継手に関する。   The present invention relates to a drainage pipe structure that guides drainage flowing out from a building downstream, and a joint used in the drainage pipe structure.

近年、大都市部においては、隣地との境界と建物との間のスペースが狭く、建物から流れ出す排水を処理するための排水配管構造の施工が困難になっている。このため、排水配管構造の施工にあっては、建物の壁面と並行に埋設される排水本管を、可能な限り建物に近づけて埋設したいという要望が多くなっている。   In recent years, in large urban areas, a space between a boundary with a neighboring land and a building is narrow, and it is difficult to construct a drainage pipe structure for treating drainage flowing out from a building. For this reason, in the construction of the drainage pipe structure, there is an increasing demand to bury the drainage main pipe buried in parallel with the wall surface of the building as close as possible to the building.

例えば特許文献1には、枡本体に形成された枝管にエルボ体を一体的に取着した排水枡装置が開示されている。このように前記エルボ体を枝管に一体的に取着することで、枡本体に排水を合流させることが可能となる。   For example, Patent Document 1 discloses a drainage dredge apparatus in which an elbow body is integrally attached to a branch pipe formed in a dredger body. Thus, by attaching the elbow body integrally to the branch pipe, it becomes possible to join the drainage to the main body.

実開平3−93890号公報Japanese Utility Model Publication No. 3-93890

しかしながら、図6に示すように、上記したような排水枡装置110を採用した場合には、建物の側壁面102と排水本管104との離間距離Lxは、継手としてのエルボ管120における奥行き寸法Dによって定まってきてしまうため、従来のエルボ管120を採用する限り離間距離Lxを小さくするには限界があった。   However, as shown in FIG. 6, when the drainage device 110 as described above is employed, the distance Lx between the side wall surface 102 of the building and the drainage main pipe 104 is the depth dimension in the elbow pipe 120 as a joint. Therefore, as long as the conventional elbow pipe 120 is used, there is a limit in reducing the separation distance Lx.

そこで本発明は、建物周りに埋設する配管を、該建物の側壁面に可能な限り近づけて施工することができる排水配管構造、及び該排水配管構造に用いられる継手を提供することを目的とする。   Accordingly, an object of the present invention is to provide a drainage pipe structure in which a pipe embedded around a building can be constructed as close as possible to the side wall surface of the building, and a joint used in the drainage pipe structure. .

本発明は、直管形状の流入側接続部と直管形状の流出側接続部とを有する継手を備えており、前記継手の流入側接続部が、建物の側壁面から突き出された直管形状の排水流出部に接続されており、前記継手の流出側接続部が、該継手の下流側に位置する直管形状の下流側配管接続部に接続される排水配管構造であって、前記継手の流入側接続部は、前記側壁面に向かって横向きに開口しており、前記継手の流出側接続部は、前記流入側接続部よりも下側に位置し、かつ前記下流側配管接続部に向かって下向きに開口しており、前記流出側接続部の少なくとも一部は、前記流入側接続部の下流側の端部よりも前記側壁面側に接近した位置に配されており、かつ、前記流入側接続部の端面を含む前記側壁面側の端部と、前記流出側接続部の前記側壁面側の端部とが、鉛直方向に沿った同一の仮想線上に位置していることを特徴とする排水配管構造である。 The present invention includes a joint having a straight pipe-shaped inflow side connection part and a straight pipe-shaped outflow side connection part, and the inflow side connection part of the joint protrudes from the side wall surface of the building. A drainage pipe structure in which the outflow side connection part of the joint is connected to a straight pipe-shaped downstream pipe connection part located on the downstream side of the joint, The inflow side connection portion opens laterally toward the side wall surface, and the outflow side connection portion of the joint is positioned below the inflow side connection portion and faces the downstream side pipe connection portion. And at least a part of the outflow side connection portion is arranged at a position closer to the side wall surface than the downstream end of the inflow side connection portion , and the inflow An end portion on the side wall surface side including an end surface of the side connection portion, and the side of the outflow side connection portion And the end surface side is a drain pipe structure, characterized in that located on the same imaginary line along the vertical direction.

かかる構成にあっては、前記下流側配管接続部を、従来に比して建物の側壁面に近づけて配置することが可能となる。すなわち、前記側壁面から突出した排水流出部に継手を接続しようとするためには前記継手の流入側接続部を直管形状とする必要があるところ、本発明は、この流入側接続部の下方のスペースを有効活用して前記流出側接続部の少なくとも一部を前記流入側接続部の下流側の端部よりも前記側壁面側に接近した位置に配したものである。したがって、かかる構成とすることにより、前記下流側配管接続部に連通した配管(例えば排水本管)等を、該建物の側壁面に可能な限り近づけて埋設することができる。   In such a configuration, it is possible to arrange the downstream side pipe connection portion closer to the side wall surface of the building than in the past. That is, in order to connect a joint to the drainage outflow part protruding from the side wall surface, the inflow side connection part of the joint needs to be a straight pipe shape. In this case, at least a part of the outflow side connection portion is arranged at a position closer to the side wall surface side than the downstream end portion of the inflow side connection portion. Therefore, by adopting such a configuration, it is possible to embed a pipe (for example, a drainage main pipe) or the like communicating with the downstream pipe connecting portion as close as possible to the side wall surface of the building.

ここで、前記継手における前記流入側接続部の下流側の端部には、前記流入側接続部を流れる排水を前記流出側接続部に案内する中間部が設けられており、前記中間部において前記側壁面に対向する位置には、前記側壁面側に向かって膨らむ湾曲形状を有し、かつ下流側に向かうに従って前記側壁面側に接近する内側膨出周壁部が形成されていることが望ましい。   Here, an intermediate portion that guides the drainage flowing through the inflow side connection portion to the outflow side connection portion is provided at the downstream end of the inflow side connection portion in the joint, and in the intermediate portion, It is desirable that an inner bulging peripheral wall portion that has a curved shape that bulges toward the side wall surface side and that approaches the side wall surface side toward the downstream side is formed at a position facing the side wall surface.

かかる構成にあっては、前記流出側接続部を建物の側壁面近くに好適に配置することができると共に、前記継手内を流れる排水を上流から下流に向かって円滑に流下させることができる。また、前記内側膨出周壁部のすぐ下方位置に前記流出側接続部が配置されているため、継手の上下方向の高さ寸法を可及的に小さくすることも可能となり、全体として排水配管構造をコンパクト化することができる。   In such a configuration, the outflow side connection portion can be suitably disposed near the side wall surface of the building, and the drainage flowing through the joint can be smoothly flowed down from upstream to downstream. In addition, since the outflow side connecting portion is disposed immediately below the inner bulging peripheral wall portion, it is possible to reduce the height dimension of the joint in the vertical direction as much as possible, and the drainage pipe structure as a whole. Can be made compact.

さらに、前記継手の中間部において前記内側膨出周壁部に対向する位置には、下流側に向かうに従って前記側壁面側に接近する外側退避周壁部が形成されており、該外側退避周壁部の内面は、上流側から下流側にわたって下方傾斜する曲面で構成されていることが望ましい。   Furthermore, an outer retreating peripheral wall portion that approaches the side wall surface side toward the downstream side is formed at a position facing the inner bulging peripheral wall portion in the intermediate portion of the joint, and the inner surface of the outer retreating peripheral wall portion Is preferably formed of a curved surface inclined downward from the upstream side to the downstream side.

かかる構成にあっては、前記継手の上流側の端部から下流側の端部にわたり、排水が溜まってしまうような窪み状の部位が形成されない構造となるため、該継手に流入した排水を上流から下流に向かって円滑に流下させることができる。   In such a configuration, since the concave portion where the drainage is accumulated is not formed from the upstream end to the downstream end of the joint, the drainage flowing into the joint is upstream. It can be smoothly flowed down from the downstream.

そして本発明は、前記配管構造に用いられる継手であって、非可撓性材料からなる一体成形品であることを特徴とする継手である。   And this invention is a coupling used for the said piping structure, Comprising: It is an integrally molded article which consists of non-flexible materials, It is a coupling characterized by the above-mentioned.

かかる継手を採用することにより、上述の配管構造を容易に構築することができる。   By adopting such a joint, the above-described piping structure can be easily constructed.

本発明の排水配管構造は、建物周りに埋設する排水用の配管を、該建物の側壁面に可能な限り近づけて施工することができる効果がある。   The drainage pipe structure of the present invention has an effect that the drainage pipe buried around the building can be constructed as close as possible to the side wall surface of the building.

また、本発明の継手は、上述の配管構造を容易に構築することができる効果がある。   Moreover, the joint of this invention has an effect which can construct | assemble the above-mentioned piping structure easily.

実施例1に係る排水配管構造を示す概要図である。1 is a schematic diagram illustrating a drain piping structure according to Embodiment 1. FIG. 継手の概要を示す斜視図である。It is a perspective view which shows the outline | summary of a coupling. 継手の概要を示し、(a)は正面図、(b)背面図、(c)は平面図、(d)は底面図である。An outline of a joint is shown, (a) is a front view, (b) a rear view, (c) is a plan view, and (d) is a bottom view. 継手の変形例を示す拡大縦断面図である。It is an expanded longitudinal cross-sectional view which shows the modification of a coupling. 実施例2に係る排水配管構造を示す概要図である。5 is a schematic diagram showing a drainage pipe structure according to Embodiment 2. FIG. 従来の排水配管構造を示す説明図である。It is explanatory drawing which shows the conventional drain piping structure.

以下、本発明の排水配管構造及び該排水配管構造に用いられる継手を具体化した実施例を詳細に説明する。なお、本発明の排水配管構造は、下記に示す排水配管構造1A,1Bに限定されることはなく、適宜設計変更が可能である。同様に、本発明の継手は、下記に示す継手20A,20B,20Cに限定されることはなく、適宜設計変更が可能である。   Hereinafter, the embodiment which materialized the drain piping structure of the present invention and the joint used for the drain piping structure is described in detail. The drainage pipe structure of the present invention is not limited to the drainage pipe structures 1A and 1B shown below, and the design can be changed as appropriate. Similarly, the joint of the present invention is not limited to the joints 20A, 20B, and 20C shown below, and the design can be changed as appropriate.

〔実施例1〕
本実施例の排水配管構造1Aを図1等に従って説明する。
図1に示すように、排水配管構造1Aは、建物から排出される排水を、建物の外に埋設された配管(例えば排水本管5)へ排出するための配管構造を有している。
[Example 1]
A drainage pipe structure 1A of the present embodiment will be described with reference to FIG.
As shown in FIG. 1, the drainage piping structure 1 </ b> A has a piping structure for discharging wastewater discharged from a building to piping (for example, the drainage main pipe 5) embedded outside the building.

さらに詳述すると、例えば建物のほぼ鉛直方向に沿って起立した側壁面2には、直管形状でほぼ水平な排水流出部4が外に向かって突出状に設けられている。かかる排水流出部4からは、建物内の排水設備から排出される排水が流出する。なお、前記側壁面2には、例えば建物における基礎の側面も含まれるものとし、排水流出部4は、いわゆるスリーブ等で構成されうる。   More specifically, for example, on the side wall surface 2 standing along the substantially vertical direction of the building, a drainage outflow portion 4 having a straight pipe shape and substantially horizontal is provided so as to protrude outward. From the drainage outflow portion 4, drainage discharged from the drainage facility in the building flows out. In addition, the said side wall surface 2 shall also include the side surface of the foundation in a building, for example, and the drainage outflow part 4 may be comprised with what is called a sleeve.

そして、前記排水流出部4に、継手20Aが取り付けられている。具体的には、継手20Aの上流側の端部には、図1〜3に示すような直管形状の流入側接続部21が形成されており、該流入側接続部21が前記排水流出部4に接続されている。   A joint 20 </ b> A is attached to the drainage outflow portion 4. Specifically, a straight pipe-shaped inflow side connection portion 21 as shown in FIGS. 1 to 3 is formed at the upstream end of the joint 20A, and the inflow side connection portion 21 is the drainage outflow portion. 4 is connected.

また、前記継手20Aの下流側には、エルボ部14を介して排水ます10が取り付けられている。具体的には、継手20Aの下流側の端部に、図1〜3に示すような直管形状の流出側接続部22が形成されており、該流出側接続部22が、ほぼ鉛直方向に沿った中継部材としての直管(隠れて見えない)を介して前記エルボ部14が取り付けられている。   A drainage drain 10 is attached to the downstream side of the joint 20 </ b> A via an elbow portion 14. Specifically, a straight pipe-shaped outflow side connection portion 22 as shown in FIGS. 1 to 3 is formed at the downstream end of the joint 20A, and the outflow side connection portion 22 is substantially in the vertical direction. The elbow part 14 is attached through a straight pipe (hidden and cannot be seen) as a relay member along.

さらに、排水ます10には、建物に沿って埋設される排水本管5が接続されており、該排水本管5は、図示しない下水本管等に接続されている。   Further, a drain main 5 buried in the building is connected to the drain 10 and the drain main 5 is connected to a not shown sewage main.

かかる構成にあって、建物から排出された排水は、前記側壁面2に向かって横向きに開口した流入側接続部21を介して継手20A内に流入し、次いでエルボ部14に向かって下向きに開口した流出側接続部22を介してエルボ部14へ流入し、そして排水ます10に流入してから排水本管5を経由して下水本管等へ案内される。   In such a configuration, the waste water discharged from the building flows into the joint 20A through the inflow side connection portion 21 that opens laterally toward the side wall surface 2, and then opens downward toward the elbow portion 14. It flows into the elbow part 14 through the outflow side connection part 22, and flows into the drainage basin 10 and is guided to the sewage main pipe through the drainage main pipe 5.

ここで、図1に示すように、継手20Aにあっては、前記流出側接続部22の側壁面2側の端部が、側壁面2側に接近した位置に配されており、離間距離L1が可及的に小さくなって排水本管5が側壁面2に可能な限り近い位置で埋設可能となっている。   Here, as shown in FIG. 1, in the joint 20A, the end portion on the side wall surface 2 side of the outflow side connection portion 22 is arranged at a position close to the side wall surface 2 side, and the separation distance L1 Becomes as small as possible, and the drainage main pipe 5 can be buried at a position as close as possible to the side wall surface 2.

次に、変形例にかかる継手20Bについて詳細に説明する。継手20Bは、図1〜3に示す継手20Aと外観形状がわずかに異なっており、製造過程を考慮した形状が採用されている。以下に、詳述する。   Next, the joint 20B according to the modification will be described in detail. The joint 20B is slightly different in appearance from the joint 20A shown in FIGS. 1 to 3, and a shape that takes into account the manufacturing process is adopted. This will be described in detail below.

図4に示すように、継手20Bにおける流入側接続部21の下流側の端部21aからは、中間部30が延出形成されており、中間部30の案内作用により流入側接続部21を流れる排水が下方へ案内される。さらに、中間部30の下流側の端部からは、流出側接続部22が延出形成されている。そして、流出側接続部22が、直管形状の下流側配管接続部15を介してエルボ部14に接続されている。なお、流入側接続部21の管径と流出側接続部22の管径とは同一寸法とされている。また、流入側接続部21における管軸はほぼ水平方向に沿っており、流入側接続部21における端面はほぼ鉛直方向に沿って形成されている。また、流出側接続部22における管軸はほぼ鉛直方向に沿っており、流出側接続部22における端面はほぼ水平方向に沿って形成されている。   As shown in FIG. 4, an intermediate portion 30 is formed to extend from the downstream end portion 21 a of the inflow side connection portion 21 in the joint 20 </ b> B, and flows through the inflow side connection portion 21 by the guiding action of the intermediate portion 30. Drainage is guided downward. Further, an outflow side connecting portion 22 is formed to extend from the downstream end of the intermediate portion 30. The outflow side connection portion 22 is connected to the elbow portion 14 via a straight pipe-shaped downstream side pipe connection portion 15. In addition, the pipe diameter of the inflow side connection part 21 and the pipe diameter of the outflow side connection part 22 are made into the same dimension. Moreover, the tube axis in the inflow side connection part 21 is along the substantially horizontal direction, and the end surface in the inflow side connection part 21 is formed along the substantially vertical direction. Further, the tube axis in the outflow side connection portion 22 is substantially along the vertical direction, and the end face of the outflow side connection portion 22 is formed in the substantially horizontal direction.

また、図4に示すように、前記中間部30において、前記流入側接続部21の直下であって前記側壁面2に対向する位置には内側膨出周壁部31が形成されている。内側膨出周壁部31は、建物の側壁面2側に向かって膨らむ湾曲形状を有しており、しかも下流側に向かうに従って側壁面2側に接近している。   As shown in FIG. 4, an inner bulging peripheral wall portion 31 is formed in the intermediate portion 30 at a position immediately below the inflow side connection portion 21 and facing the side wall surface 2. The inner bulging peripheral wall portion 31 has a curved shape that swells toward the side wall surface 2 side of the building, and approaches the side wall surface 2 side as it goes downstream.

例えば、図4において内側膨出周壁部31は、継手20Bの内側を基準として外に向かって凸形状の湾曲凸面で構成されている。   For example, in FIG. 4, the inner bulging peripheral wall portion 31 is configured by a curved convex surface that is convex outward with respect to the inside of the joint 20 </ b> B.

そして、内側膨出周壁部31の下流側の端部31aには、流出側接続部22が連続状に形成されている。   And the outflow side connection part 22 is formed in the downstream end part 31a of the inner side bulging peripheral wall part 31 continuously.

一方、前記中間部30において、側壁面2から離れる方向に沿って前記流入側接続部21から延出形成された位置には、外側膨出周壁部34が形成されている。外側膨出周壁部34は、下流側に向かうに従って側壁面2から離れる方向に向かって膨らむ湾曲形状を有している。   On the other hand, in the intermediate portion 30, an outer bulging peripheral wall portion 34 is formed at a position extending from the inflow side connection portion 21 along the direction away from the side wall surface 2. The outer bulging peripheral wall portion 34 has a curved shape that bulges in a direction away from the side wall surface 2 toward the downstream side.

さらに、前記中間部30において、前記外側膨出周壁部34の直下であって前記内側膨出周壁部31に対向する位置には、外側退避周壁部35が形成されている。外側退避周壁部35は、下流側に向かうに従って側壁面2側に接近していると共に、該外側退避周壁部35の内面は、上流側から下流側にわたって下方傾斜する曲面で構成されている。   Further, an outer retreating peripheral wall portion 35 is formed in the intermediate portion 30 at a position immediately below the outer bulging peripheral wall portion 34 and facing the inner bulging peripheral wall portion 31. The outer retreating peripheral wall portion 35 is closer to the side wall surface 2 as it goes downstream, and the inner surface of the outer retreating peripheral wall portion 35 is configured by a curved surface that is inclined downward from the upstream side to the downstream side.

そして、外側退避周壁部35の下流側に流出側接続部22が形成されている。   The outflow side connecting portion 22 is formed on the downstream side of the outer retreating peripheral wall portion 35.

また、継手20Bにあっては、流入側接続部21の端面を含む側壁面2側の端部と、流出側接続部22の側壁面2側の端部とが、ほぼ鉛直方向に沿った仮想線P上に位置している。   In the joint 20B, the end on the side wall surface 2 side including the end surface of the inflow side connection portion 21 and the end portion on the side wall surface 2 side of the outflow side connection portion 22 are virtually along the vertical direction. Located on line P.

かかる継手20Bは、継手20Bの内径が極端に縮径されて流速が制限される部位もなく、また内周面においては窪み状の部位がなく、継手20B内で排水が溜まることがないため、排水は上流から下流に向かって円滑に流下する。   Such a joint 20B has no part where the inner diameter of the joint 20B is extremely reduced and the flow rate is restricted, and there is no hollow part on the inner peripheral surface, so that drainage does not accumulate in the joint 20B. Drainage flows smoothly from upstream to downstream.

また、継手20Bは流入側接続部21の直下に内側膨出周壁部31を配した構造であり、流入側接続部21と流出側接続部22との間に直管形状の部位が形成されていない湾曲形状であるため、流入側接続部21と流出側接続部22との離間距離h(図4参照)を可及的に小さくすることができ、全体として排水配管構造1Aをコンパクト化することができる。   The joint 20 </ b> B has a structure in which an inner bulging peripheral wall portion 31 is disposed immediately below the inflow side connection portion 21, and a straight pipe-shaped portion is formed between the inflow side connection portion 21 and the outflow side connection portion 22. Therefore, the distance h (see FIG. 4) between the inflow side connection portion 21 and the outflow side connection portion 22 can be made as small as possible, and the drainage pipe structure 1A can be made compact as a whole. Can do.

さらに、上述のように、流入側接続部21の端面を含む側壁面2側の端部と、流出側接続部22の側壁面2側の端部とが、ほぼ鉛直方向に沿った仮想線P上に位置する構造であるため、ほぼ鉛直方向に起立した側壁面2から突出している排水流出部4に継手20Bの流入側接続部21を差し込んで接続する際には、流入側接続部21が適正位置に接続された時点で、流出側接続部22の側壁面2側の端部が側壁面2に最も接近する適正位置に配置される状態となる。このため、かかる継手20Bは、流出側接続部22を側壁面2側へ可及的に接近させることができると共に、排水流出部4に接続した時に内側膨出周壁部31が側壁面2に干渉してしまうことを防止することができる。   Furthermore, as described above, the end portion on the side wall surface 2 side including the end surface of the inflow side connection portion 21 and the end portion on the side wall surface 2 side of the outflow side connection portion 22 are substantially imaginary lines P along the vertical direction. Since the structure is located on the upper side, when the inflow side connection portion 21 of the joint 20B is inserted and connected to the drainage outflow portion 4 protruding from the side wall surface 2 standing substantially vertically, the inflow side connection portion 21 is When connected to the proper position, the end of the outflow side connecting portion 22 on the side wall surface 2 side is placed at the proper position closest to the side wall surface 2. For this reason, the joint 20B can make the outflow side connection portion 22 as close as possible to the side wall surface 2 side, and the inner bulging peripheral wall portion 31 interferes with the side wall surface 2 when connected to the drainage outflow portion 4. Can be prevented.

なお、流入側接続部21の端面を含む側壁面2側の端部よりも、流出側接続部22の側壁面2側の端部が側壁面2に接近してしまうと、相対的に流入側接続部21と側壁面2との離間距離が大きくなってしまい、流入側接続部21と排水流出部4との接着長さが短くなって接合強度が低下してしまう。   When the end on the side wall surface 2 side of the outflow side connection portion 22 comes closer to the side wall surface 2 than the end on the side wall surface 2 side including the end surface of the inflow side connection portion 21, the inflow side relatively The separation distance between the connection portion 21 and the side wall surface 2 is increased, the bonding length between the inflow side connection portion 21 and the drainage outflow portion 4 is shortened, and the bonding strength is reduced.

なお、前記継手20Bは、非可撓性の樹脂材料を用いて一体成形されたものであることが望ましい。例えば、塩化ビニル製の継手20Bを好適に選択することができる。かかる構成とすることにより、継手20Bが使用状態で撓んでしまい、排水が内部に滞留する部位が生じてしまうようなことを防止することができる。   The joint 20B is preferably integrally formed using an inflexible resin material. For example, a joint 20B made of vinyl chloride can be suitably selected. By setting it as this structure, it can prevent that the coupling | joint 20B bends in a use condition and the site | part in which waste_water | drain retains arises.

〔実施例2〕
実施例2の排水配管構造1Bを図5に従って説明する。なお、実施例1と同様の構成を有するものは同じ符号を付し、説明を簡略又は省略する。
[Example 2]
The drainage pipe structure 1B of Example 2 will be described with reference to FIG. In addition, what has the structure similar to Example 1 attaches | subjects the same code | symbol, and abbreviate | omits or abbreviate | omits description.

図5に示すように、排水配管構造1Bにおける継手20Cは、排水流出部4に接続された直管形状の第1の流入側接続部24と、第1の流入側接続部24の下流側に形成された中間部36とを具備している。   As shown in FIG. 5, the joint 20 </ b> C in the drainage pipe structure 1 </ b> B is provided on the downstream side of the first inflow side connection portion 24 having a straight pipe shape connected to the drainage outflow portion 4 and the first inflow side connection portion 24. And an intermediate portion 36 formed.

さらに、中間部36は、上流側の外側平行周壁部37と、下流側の外側退避周壁部35とで構成されている。   Further, the intermediate portion 36 is composed of an upstream outer parallel peripheral wall portion 37 and a downstream outer retreat peripheral wall portion 35.

外側平行周壁部37は、側壁面2と平行な面を有しており、その上面には、ほぼ鉛直方向に開口した直管形状の第2の流入側接続部25が形成されている。そして、第2の流入側接続部25には、前記排水流出部4とは異なる他の排水流出部51が接続されている。   The outer parallel peripheral wall portion 37 has a surface parallel to the side wall surface 2, and a straight pipe-shaped second inflow side connection portion 25 opened in a substantially vertical direction is formed on the upper surface thereof. The second inflow side connecting portion 25 is connected to another drainage outflow portion 51 different from the drainage outflow portion 4.

かかる構成のように、単一の継手20Cに対して複数の流入側接続部24,25が形成されている構成であってもよい。ただし、継手20Cにおいても、中間部36における外側退避周壁部35と内側膨出周壁部31に対応する部位は、直管形状の部位が形成されていない湾曲形状である。   As in this configuration, a plurality of inflow side connection portions 24 and 25 may be formed for a single joint 20C. However, also in the joint 20 </ b> C, portions corresponding to the outer retreating peripheral wall portion 35 and the inner bulging peripheral wall portion 31 in the intermediate portion 36 have a curved shape in which a straight pipe-shaped portion is not formed.

上記した実施例1,2にあって、各部の寸法形状は適宜自由に選択可能である。例えば内側膨出周壁部31や外側退避周壁部35の湾曲形状は他の形態であってもよい。ただし、排水を上流から下流へ円滑に流し、かつ継手20A,20B内に排水が滞留することなく、しかも強度が十分に確保できる形状が望ましい。   In the first and second embodiments described above, the dimensional shape of each part can be freely selected as appropriate. For example, the curved shapes of the inner bulging peripheral wall portion 31 and the outer retreating peripheral wall portion 35 may be other forms. However, it is desirable that the drainage flow smoothly from the upstream to the downstream, the drainage does not stay in the joints 20A and 20B, and the strength can be sufficiently secured.

1A,2A 排水配管構造
2 側壁面
4 排水流出部
14 下流側配管接続部
20A,20B 継手
21 流入側接続部
21a 端部
22 流出側接続部
30 中間部
31 内側膨出周壁部
31a 端部
35 外側退避周壁部
1A, 2A Drainage pipe structure 2 Side wall surface 4 Drainage outflow portion 14 Downstream pipe connection portion 20A, 20B Joint 21 Inflow side connection portion 21a End portion 22 Outflow side connection portion 30 Intermediate portion 31 Inner bulging peripheral wall portion 31a End portion 35 Outside Retreating peripheral wall

Claims (4)

直管形状の流入側接続部と直管形状の流出側接続部とを有する継手を備えており、前記継手の流入側接続部が、建物の側壁面から突き出された直管形状の排水流出部に接続されており、前記継手の流出側接続部が、該継手の下流側に位置する直管形状の下流側配管接続部に接続される排水配管構造であって、
前記継手の流入側接続部は、前記側壁面に向かって横向きに開口しており、
前記継手の流出側接続部は、前記流入側接続部よりも下側に位置し、かつ前記下流側配管接続部に向かって下向きに開口しており、
前記流出側接続部の少なくとも一部は、前記流入側接続部の下流側の端部よりも前記側壁面側に接近した位置に配されており、かつ、前記流入側接続部の端面を含む前記側壁面側の端部と、前記流出側接続部の前記側壁面側の端部とが、鉛直方向に沿った同一の仮想線上に位置している
ことを特徴とする排水配管構造。
A straight pipe-shaped drainage outflow part having a straight pipe-shaped inflow side connection part and a straight pipe-shaped outflow side connection part, wherein the inflow side connection part of the joint protrudes from the side wall surface of the building A drainage pipe structure in which the outflow side connection part of the joint is connected to a straight pipe-shaped downstream pipe connection part located on the downstream side of the joint,
The inflow side connection portion of the joint is opened sideways toward the side wall surface,
The outflow side connection part of the joint is located below the inflow side connection part and opens downward toward the downstream side pipe connection part,
At least a part of the outflow side connection portion is disposed at a position closer to the side wall surface side than the downstream end portion of the inflow side connection portion, and includes the end surface of the inflow side connection portion. A drainage pipe structure , wherein an end portion on the side wall surface side and an end portion on the side wall surface side of the outflow side connection portion are located on the same imaginary line along the vertical direction .
前記継手における前記流入側接続部の下流側の端部には、
前記流入側接続部を流れる排水を前記流出側接続部に案内する中間部が設けられており、
前記中間部において前記側壁面に対向する位置には、前記側壁面側に向かって膨らむ湾曲形状を有し、かつ下流側に向かうに従って前記側壁面側に接近する内側膨出周壁部が形成されている
請求項1に記載の排水配管構造。
At the downstream end of the inflow side connection portion in the joint,
An intermediate portion is provided for guiding drainage flowing through the inflow side connection portion to the outflow side connection portion;
An inner bulging peripheral wall portion that has a curved shape that bulges toward the side wall surface side and approaches the side wall surface side toward the downstream side is formed at a position facing the side wall surface in the intermediate portion. The drain piping structure according to claim 1.
前記継手の中間部において前記内側膨出周壁部に対向する位置には、下流側に向かうに従って前記側壁面側に接近する外側退避周壁部が形成されており、該外側退避周壁部の内面は、上流側から下流側にわたって下方傾斜する曲面で構成されている
請求項2に記載の排水配管構造。
An outer retreating peripheral wall portion that approaches the side wall surface side toward the downstream side is formed at a position facing the inner bulging peripheral wall portion in the intermediate portion of the joint, and the inner surface of the outer retreating peripheral wall portion is The drainage pipe structure according to claim 2, wherein the drainage pipe structure is configured by a curved surface inclined downward from the upstream side to the downstream side.
請求項1乃至請求項3のいずれか1項に記載の排水配管構造に用いられる継手であって、
非可撓性材料からなる一体成形品であることを特徴とする継手。
A joint used in the drainage pipe structure according to any one of claims 1 to 3,
A joint characterized by being an integrally molded product made of a non-flexible material.
JP2015249630A 2015-12-22 2015-12-22 Drainage pipe structure and joint used in the drainage pipe structure Expired - Fee Related JP6564321B2 (en)

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