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JP6121107B2 - Leg joint - Google Patents
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JP6121107B2 - Leg joint - Google Patents

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JP6121107B2
JP6121107B2 JP2012110341A JP2012110341A JP6121107B2 JP 6121107 B2 JP6121107 B2 JP 6121107B2 JP 2012110341 A JP2012110341 A JP 2012110341A JP 2012110341 A JP2012110341 A JP 2012110341A JP 6121107 B2 JP6121107 B2 JP 6121107B2
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drainage
main pipe
pipe
trunk
leg joint
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JP2013238011A (en
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小島 誠造
誠造 小島
剛史 岩槻
剛史 岩槻
一仁 神納
一仁 神納
加古 洋三
洋三 加古
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Kojima Manufacturing Co Ltd
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Kojima Manufacturing Co Ltd
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  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Pipe Accessories (AREA)

Description

本発明は、複数層を有する建物の排水管設備に用いられる脚部継手に関する。   The present invention relates to a leg joint used in a drainage pipe facility for a building having a plurality of layers.

高層マンション等の複数層を有する建物の排水管設備では、各層を貫いて配管された排水立て管系統に各層の排水を合わせて流下させ、最下層の床スラブの下にて横方向に配管された排水横主管で屋外へ導く。そこで、排水立て管系統の下端部を排水横主管の上流側の端部に接続するために、縦方向から横方向へと円弧状に曲がった脚部継手が用いられている。かかる排水管設備では、一般に、排水立て管系統を流下した排水が、脚部継手内で急激に方向転換させられて跳ねることで排水横主管を閉塞するのを防ぐために、排水立て管系統よりも径の大きい排水横主管が配管される。   In drainage pipe facilities of buildings with multiple layers such as high-rise apartments, drainage of each layer is caused to flow together in a drainage standpipe system piped through each layer, and piped horizontally under the bottom floor slab. Lead to the outside with a horizontal drain main pipe. Therefore, in order to connect the lower end portion of the drainage standpipe system to the upstream end portion of the drainage horizontal main pipe, a leg joint bent in an arc shape from the vertical direction to the horizontal direction is used. In such a drain pipe facility, in general, the drainage flowing down the drainage stand system is prevented from blocking the drainage horizontal main pipe by causing a sudden change of direction in the leg joint and jumping. A drainage horizontal main pipe with a large diameter is piped.

ところで、最下層の床スラブ下の空間が狭い場合や、排水横主管が長い場合などは、排水横主管の勾配を確保するために、床スラブ下の限られた空間内において、排水横主管の上流側の端部をできるだけ高い位置に配管しなければならない。そのため、より高い位置で排水横主管を接続可能な上下方向にコンパクトな脚部継手が必要とされている。上下方向にコンパクト化することを目的とした脚部継手としては、例えば、特許文献1の脚部継手がある。図11に示されるように、特許文献1の脚部継手101は、拡径しながら円弧状に90°曲がった曲管部103を有する。その曲管部103のより小径の端部105は、一体形成された受け口105uを備え、該端部105と同径の排水立て管111が受け口105uに挿入されることで互いに同軸心で接続される。他方、より大径の端部107には、該端部107と同径であり排水立て管111よりも大径の排水横主管113が同軸心で接続される。この種の脚部継手101においては、曲管部103の曲がりが緩やかであれば、排水立て管111の内壁に沿って流下してきた排水が、曲管部103の内壁を伝って流れる。しかし、曲管部103の曲がりを急にして上下方向にコンパクト化すると、流下してきた排水が、曲管部103の円弧形の外寄り位置ではその内壁を伝って流れるが(図11及び図12に模式的に示される排水流W1、W2参照)、円弧形の内側ではその内壁の急カーブに追従しきれず、内壁から離れて落下し、カーテン状の水膜Wf(図11)を形成して曲管部103内を閉塞する問題を生じる。そこで、特許文献1の脚部継手101では、曲管部103の円弧形の内側において内壁面に羽根状リブ109を突設し、その羽根状リブ109で水膜Wfを落下方向に沿って分岐させて空気の通り道を形成することで、水膜Wfによる曲管部103の閉塞を防いでいる。しかしながら、曲管部103に羽根状リブ109のような突起を一体形成すると、管の内部形状が複雑になり、製造しにくくなる。   By the way, when the space below the bottom floor slab is narrow or the drainage horizontal main pipe is long, etc., in order to ensure the slope of the drainage horizontal main pipe, in the limited space under the floor slab, The upstream end must be piped as high as possible. For this reason, there is a need for a leg joint that is compact in the vertical direction that can connect the drainage horizontal main pipe at a higher position. As a leg joint for the purpose of downsizing in the vertical direction, for example, there is a leg joint of Patent Document 1. As shown in FIG. 11, the leg joint 101 of Patent Document 1 includes a curved pipe portion 103 that is bent 90 ° in an arc shape while expanding the diameter. The smaller-diameter end portion 105 of the bent tube portion 103 includes a receiving port 105u formed integrally, and a drainage stack 111 having the same diameter as that of the end portion 105 is inserted into the receiving port 105u so as to be connected coaxially. The On the other hand, a drainage horizontal main pipe 113 having the same diameter as that of the end 107 and a diameter larger than that of the drainage stack 111 is coaxially connected to the end 107 having a larger diameter. In this type of leg joint 101, if the bent portion 103 is gently bent, the drainage flowing down along the inner wall of the drainage stack 111 flows along the inner wall of the bent tube portion 103. However, if the curved pipe portion 103 is suddenly bent to make it compact in the vertical direction, the drainage that has flowed down flows along the inner wall at the arcuate outer position of the curved pipe portion 103 (FIGS. 11 and 11). 12 (see drainage flows W1 and W2 schematically shown in FIG. 12), inside the arc shape, it cannot follow the sharp curve of its inner wall and falls away from the inner wall to form a curtain-like water film Wf (FIG. 11) As a result, a problem of blocking the inside of the bent tube portion 103 occurs. Therefore, in the leg joint 101 of Patent Document 1, a blade-like rib 109 is projected on the inner wall surface inside the arc shape of the curved pipe portion 103, and the water film Wf is dropped along the falling direction by the blade-like rib 109. By branching and forming a passage for air, blockage of the bent tube portion 103 by the water film Wf is prevented. However, when the projections such as the blade-like ribs 109 are integrally formed on the curved pipe portion 103, the internal shape of the pipe becomes complicated and it is difficult to manufacture.

これに対し、特許文献2には、突起のない脚部継手本体の排水立て管を接続する側の端部にアダプタを装着して、立て管受け口と突起とを後付けする技術が開示されている。かかる技術によれば、脚部継手本体の内部形状は単純でありながら、排水立て管を流下してくる排水を突起で分岐させることができる。なお、特許文献2では、脚部継手本体は、より径の大きい排水横主管の管径に合わせて全体を通じて均一な管径で円弧状に形成されており、単純形状とされている。そのため、排水立て管を接続する側の端部は、排水立て管よりも大径となっている。この端部にアダプタが装着されることで、排水立て管を接続する小径の受け口が、この脚部継手の円弧形で見て外寄りの位置に偏って設けられ、且つ、突起が、円弧形で見て内側位置に配置されている。   On the other hand, Patent Document 2 discloses a technique in which an adapter is attached to an end portion of a leg joint body having no protrusion on the side to which the drainage stand pipe is connected, and the stand pipe receiving port and the protrusion are retrofitted. . According to such a technique, the drainage flowing down the drainage stack can be branched by the protrusions while the internal shape of the leg joint body is simple. In Patent Document 2, the leg joint main body is formed in an arc shape with a uniform pipe diameter throughout the whole in accordance with the pipe diameter of the drainage horizontal main pipe having a larger diameter, and has a simple shape. Therefore, the end on the side where the drainage stack is connected has a larger diameter than the drainage stack. By attaching an adapter to this end, a small-diameter receiving port for connecting the drainage standpipe is provided at a position outward as viewed in the arc shape of the leg joint, and the protrusion is a circle. Arranged in an arcuate position.

特開2009−144480号公報JP 2009-144480 A 特開2002−201689号公報JP 2002-201689 A

しかし、特許文献2の脚部継手では、脚部継手本体の形状を単純にすることができる反面、別体のアダプタを要することから、部品点数が増加する問題がある。そこで、本発明は、上下方向にコンパクトにしても排水により管路が閉塞されにくい脚部継手を、より単純な形状で、且つ、部品点数の少ない構成で実現することを目的とした。   However, the leg joint of Patent Document 2 can simplify the shape of the leg joint main body, but requires a separate adapter, which increases the number of parts. SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to realize a leg joint that has a simpler shape and has a smaller number of parts even if it is compact in the vertical direction and the pipe is not easily blocked by drainage.

上記課題を解決するために本発明は次の手段を採用する。
本発明は、複数層を有する建物の排水管設備において、各層を貫いて配管された排水立て管系統の下端部と、最下層の床スラブの下にて横方向に配管された前記排水立て管系統よりも大径の排水横主管の上流側の端部とを接続する脚部継手であって、前記排水立て管系統の管内壁に沿って旋回しながら流下する排水を横方向へ案内することのできる円弧形の曲がり部を有する胴部を備え、前記胴部の内径は、前記排水立て管系統側の端部から前記排水横主管側の端部まで同径とされ、且つ、該内径は前記排水立て管系統の内径より大きく、前記排水横主管の内径と同じとされており、前記胴部の前記排水横主管側の端部は、前記排水横主管と同軸心で接続されるようになっており、前記胴部の前記排水立て管系統側の端部は、前記曲がり部の円弧形終端位置であり、前記排水立て管系統の下端部が挿入される上部受け口が直接連続して一体形成されており、前記胴部の前記排水立て管系統側の端部と前記上部受け口との位置関係は、前記上部受け口の軸心が前記排水立て管系統側の端部の軸心より前記曲がり部の円弧形で見て外寄り位置であり、且つ、前記上部受け口に挿入された前記排水立て管系統の下端部の内壁の延長線と前記胴部の内壁との間に全周にわたって間隙が形成される位置であり、さらに、前記上部受け口の奥部には、上方から挿入された前記排水立て管系統の下端部がそれ以上進入するのを規制する受け部が形成されており、前記受け部は、前記胴部の前記排水立て管系統側の端部の水平面と同一平面上に設けられて、前記排水立て管系統を旋回しながら流下する排水流には干渉しない程度に管内方に張り出していることを特徴とする。
In order to solve the above problems, the present invention employs the following means.
The present invention provides a drainage pipe facility for a building having a plurality of layers, the lower end part of a drainage standpipe system piped through each layer, and the drainage standpipe laterally piped under the floor slab of the lowermost layer It is a leg joint that connects the upstream end of the drainage horizontal main pipe having a larger diameter than the system , and guides the drainage flowing down while turning along the inner wall of the drainage standpipe system. A body having an arcuate bend, and the inner diameter of the body is the same from the end on the drainage stack system side to the end on the drainage horizontal main pipe side, and the inner diameter Is larger than the inner diameter of the drainage standpipe system and is the same as the inner diameter of the drainage horizontal main pipe, and the end of the trunk on the drainage horizontal main pipe side is coaxially connected to the drainage horizontal main pipe And the end of the trunk portion on the drainage stand system side of the bent portion is An upper receiving port that is an arcuate end position and into which the lower end of the drainage stand system is inserted is directly and integrally formed, and the end of the trunk on the drainage stand system side and the upper receiving port The axial relationship of the upper receptacle is an outward position as seen in the arc shape of the bent portion with respect to the axial center of the end portion on the drainage stand system side, and is inserted into the upper receptacle. It is a position where a gap is formed over the entire circumference between the extension line of the inner wall of the lower end portion of the drainage stack system and the inner wall of the trunk portion, and further inserted into the back portion of the upper receiving port from above. And a receiving portion for restricting the lower end portion of the drainage stand system from entering further, and the receiving portion is flush with a horizontal plane of an end portion of the trunk portion on the drainage stand system side. provided, to flow down while swirling the drainage system The drainage flow, characterized in that protrudes in the tube side so as not to interfere.

本発明の脚部継手によれば、胴部の内径は、排水立て管系統側の端部から排水横主管側の端部まで同径とされており、その内径は排水横主管の内径と同じとされている。そのため、胴部の排水立て管系統側の端部は、排水立て管系統よりも大径である。胴部のこの排水立て管系統よりも大径の端部には、排水立て管系統の下端部が挿入される上部受け口が一体形成されている。そして、上部受け口は、該上部受け口に挿入された排水立て管系統の下端部の内壁の延長線と胴部の内壁との間に全周にわたって間隙が形成されるように配置され、胴部の端部と直接連続して設けられている。ここで、直接連続しているとは、漸次拡径するテーパ形状等が介在することなく、上部受け口と胴部の端部とが軸方向に並んで配置されていることを意味している。そのため、排水立て管系統の下端部の内壁と胴部の内壁との間には全周にわたって段差が形成され、排水立て管系統の内壁に沿って管状の流れを形成しながら流下してきた排水が、少なくとも胴部に流入する際には、その全周が胴部の内壁と離れて落下する。視点を変えれば、排水立て管系統から脚部継手の胴部に排水が流下する際に、少なくとも胴部の排水立て管系統側の端部近傍において流下する排水流の全周において周囲に空気層が形成される。このとき、排水流は、その全周が水膜を形成しようとするが、水膜は均一な厚みで形成されるわけではなく、水膜が形成される範囲が全周と広範囲にわたると、水膜の疎な部分に自然と切れ目が生じる。その結果、その水膜の切れ目を通じて、周囲の空気層との間で空気が行き来することができ、排水流により管が閉塞されるのを防ぐことができる。このように、本発明の脚部継手は、径の均一な胴部に上部受け口が一体形成されており、単純形状で、且つ、部品点数の少ない構成とされており、突起を設けなくても排水流による管の閉塞を防ぐことができる。   According to the leg joint of the present invention, the inner diameter of the trunk is the same from the end on the drainage stand system side to the end on the drainage horizontal main pipe side, and the inner diameter is the same as the inner diameter of the drainage horizontal main pipe It is said that. Therefore, the end of the trunk on the drainage stand system side has a larger diameter than the drainage stand system. An upper receiving port into which the lower end portion of the drainage stack system is inserted is integrally formed at the end of the trunk portion having a diameter larger than that of the drainage stack system. The upper receptacle is arranged so that a gap is formed over the entire circumference between the extension line of the inner wall of the lower end portion of the drainage stack inserted into the upper receptacle and the inner wall of the trunk portion. It is provided directly and continuously with the end. Here, being directly continuous means that the upper receptacle and the end portion of the body portion are arranged side by side in the axial direction without a tapered shape or the like that gradually increases in diameter. Therefore, a step is formed over the entire circumference between the inner wall of the lower end portion of the drainage stack system and the inner wall of the trunk section, and the drainage flowing down while forming a tubular flow along the inner wall of the drainage stack system. At least when flowing into the trunk, the entire circumference falls away from the inner wall of the trunk. From another point of view, when drainage flows down from the drainage stand system to the trunk of the leg joint, an air layer is formed around the drainage flow that flows at least near the end of the trunk on the drainage stand system side. Is formed. At this time, the drainage stream tries to form a water film all around, but the water film is not formed with a uniform thickness. Natural cuts occur in sparse parts of the film. As a result, air can be transferred to and from the surrounding air layer through the cut of the water film, and the pipe can be prevented from being blocked by the drainage flow. As described above, the leg joint of the present invention has an upper receiving port integrally formed on a body portion having a uniform diameter, has a simple shape and a small number of parts, and does not have a protrusion. It is possible to prevent the pipe from being blocked by the drainage flow.

更に、本発明の脚部継手は、胴部の排水立て管系統側の端部が曲がり部の円弧形終端位置とされており、上下方向にコンパクトにしやすい。そして、曲がり部の曲率を小さくして上下方向にコンパクトしても、上部受け口の軸心が排水立て管系統側の端部の軸心より曲がり部の円弧形で見て外寄り位置に偏っているため、曲がり部の排水横主管に対する傾きの大きい位置に排水を落下させ、横方向へ推進することができる。   Furthermore, in the leg joint of the present invention, the end of the trunk portion on the drainage stand system side is the arcuate end position of the bent portion, and it is easy to make it compact in the vertical direction. Even if the curvature of the bent part is reduced to make it compact in the vertical direction, the axis of the upper receptacle is biased to the outward position as seen by the arc shape of the bent part from the axis of the end on the drainage stack system side. Therefore, the drainage can be dropped at a position where the inclination of the bent portion with respect to the drainage horizontal main pipe is large and propelled in the lateral direction.

本発明によれば、排水立て管系統の下端部が挿入される上部受け口を設けるために別体部品を要せず、少ない部品点数、且つより単純な形状で、上下方向にコンパクトにしても排水により管路が閉塞されにくい脚部継手を構成することができる。   According to the present invention, there is no need for separate parts to provide the upper receptacle into which the lower end of the drainage stack system is inserted, and the drainage can be reduced in the vertical direction with a small number of parts and a simpler shape. Thus, it is possible to configure a leg joint where the pipe is not easily blocked.

本発明の実施形態1の脚部継手の配管例を示す排水管設備の側面図である。It is a side view of the drain pipe equipment which shows the example of piping of the leg joint of Embodiment 1 of the present invention. 本発明の実施形態1の脚部継手の斜視図である。It is a perspective view of the leg joint of Embodiment 1 of the present invention. 図2に示される脚部継手の正面図である。FIG. 3 is a front view of the leg joint shown in FIG. 2. 図2に示される脚部継手の側面図である。FIG. 3 is a side view of the leg joint shown in FIG. 2. 図2に示される脚部継手の背面図である。FIG. 3 is a rear view of the leg joint shown in FIG. 2. 図2に示される脚部継手の平面図である。FIG. 3 is a plan view of the leg joint shown in FIG. 2. (A)は図1に示される排水管設備のVII−VII断面図であり、(B)は(A)の断面図において排水の流れと空気の流れを模式的に示す図である。(A) is VII-VII sectional drawing of the drain pipe equipment shown by FIG. 1, (B) is a figure which shows typically the flow of waste_water | drain and the flow of air in sectional drawing of (A). (A)は図7に示される排水管設備のVIII−VIII断面図であり、(B)は(A)の断面図において排水の流れを模式的に示す図である。(A) is VIII-VIII sectional drawing of the drain pipe installation shown by FIG. 7, (B) is a figure which shows typically the flow of waste_water | drain in sectional drawing of (A). 図1に示される排水管設備のIX−IX断面図であり、排水の流れ模式的に示す図である。It is IX-IX sectional drawing of the drain pipe equipment shown by FIG. 1, and is a figure which shows typically the flow of waste_water | drain. 図1に示される排水管設備の変更例を示す図である。It is a figure which shows the example of a change of the drain pipe installation shown by FIG. 従来の脚部継手を排水管設備に配管した状態で示す断面図である。It is sectional drawing shown in the state which piped the conventional leg joint to the drainage pipe installation. 図11に示される脚部継手のXII−XII断面図である。It is XII-XII sectional drawing of the leg joint shown by FIG.

(実施形態1)
以下、図面を参照しながら本発明の一実施形態について説明する。図1には、排水管設備H1において、本実施形態の脚部継手21の配管部分が示されている。この排水管設備H1は、複数層を有する建物の排水管設備である。排水管設備H1は、建物の各層を貫いて配管された排水立て管系統11と、最下層Aの床スラブSの下にて横方向に配管された排水横主管19とを備え、排水立て管系統11の下端部17と、排水横主管19の上流側の端部19aとが、脚部継手21を介して接続されている。
(Embodiment 1)
Hereinafter, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a piping portion of the leg joint 21 of the present embodiment in the drain pipe facility H1. This drain pipe equipment H1 is a drain pipe equipment for a building having a plurality of layers. The drainage pipe facility H1 includes a drainage stand system 11 piped through each layer of the building, and a drainage horizontal main pipe 19 piped laterally under the floor slab S of the lowermost layer A. A lower end 17 of the system 11 and an upstream end 19 a of the drainage horizontal main pipe 19 are connected via a leg joint 21.

排水立て管系統11は、各層に配管された排水立て管13と、各層を区切る床スラブSに貫通して配管された立て管継手15とからなる。立て管継手15は、胴回りに横枝管受け口15aを有し、床スラブSの上側で排水器具(図示省略)からの排水を横方向へ導く排水横枝管(図示省略)が接続されている。立て管継手15は、横枝管受け口15aの設けられた胴部15bが排水立て管13より大径であり、下方に向かって縮径するテーパ管部15cを介して下階の排水立て管13と接続される直管状の下部直管部15dが設けられている。また、立て管継手15の内壁には、流下する排水を旋回させることのできるガイド(図示省略)されている。このため、排水立て管系統11は、各層の排水器具からの排水を合流させ、その排水を管内壁に沿って旋回させて管軸に空気芯を形成しながら流下させることができる。この排水立て管系統11は、最下層Aの排水も上階の排水と合流させる構成とされており、最下層Aの床スラブSを貫通して立て管継手15が配管されている。この立て管継手15の下部直管部15dが床スラブSの下で脚部継手21と接続され、該脚部継手21を介して排水横主管19と接続されている。   The drainage stand system 11 includes a drainage standpipe 13 piped to each layer and a standpipe joint 15 piped through the floor slab S separating each layer. The vertical pipe joint 15 has a horizontal branch pipe opening 15a around the trunk, and a drainage horizontal branch pipe (not shown) that guides drainage from a drainage device (not shown) in the lateral direction is connected to the upper side of the floor slab S. . The vertical pipe joint 15 has a trunk portion 15b provided with a horizontal branch pipe receiving port 15a having a diameter larger than that of the drainage vertical pipe 13, and a drainage vertical pipe 13 on the lower floor via a tapered pipe part 15c that decreases in diameter downward. A straight straight lower pipe portion 15d is provided. Further, a guide (not shown) capable of turning the drained water flowing down is provided on the inner wall of the vertical pipe joint 15. For this reason, the drainage stack system 11 can join the drainage from the drainage appliances of the respective layers and swirl the drainage along the inner wall of the pipe to form an air core on the pipe shaft. The drainage stack system 11 is configured to join the drainage of the lowermost layer A with the drainage of the upper floor, and a standing pipe joint 15 is piped through the floor slab S of the lowermost layer A. A lower straight pipe portion 15 d of the vertical pipe joint 15 is connected to the leg joint 21 under the floor slab S, and is connected to the drainage horizontal main pipe 19 through the leg joint 21.

排水横主管19は、排水立て管系統11(排水立て管13)よりも大径であり、排水を横方向に流すことが可能な勾配が付与されて最下層Aの床スラブSの下において横方向に配管され、排水を建物外に導く。   The drainage horizontal main pipe 19 is larger in diameter than the drainage standpipe system 11 (drainage standpipe 13), and is provided with a gradient that allows the drainage to flow in the lateral direction, and is placed under the floor slab S of the lowermost layer A. Piped in the direction to guide the drainage out of the building.

脚部継手21は、曲がり部25を有する胴部23を備える。曲がり部25は、円弧状に90°曲がった排水流路を形成して、排水立て管系統11を流下する排水の縦方向の流れを横方向に変更可能とされている。胴部23は、曲がり部25の排水立て管系統11側の円弧形終端位置が、この胴部23の排水立て管系統11側の端部27をも構成している。一方、曲がり部25の排水横主管19側には、直管部29が延設され、この直管部29の終端位置が胴部23の排水横主管19側の端部31を構成している。なお、曲がり部25の両側部には、蓋付き掃除口26、26が設けられている。   The leg joint 21 includes a trunk portion 23 having a bent portion 25. The bent portion 25 forms a drainage flow path bent 90 degrees in an arc shape, and the vertical flow of the drainage flowing down the drainage stack 11 can be changed in the horizontal direction. In the trunk portion 23, the arcuate end position of the bent portion 25 on the drainage stand system 11 side also constitutes an end portion 27 of the trunk portion 23 on the drainage stand system 11 side. On the other hand, a straight pipe portion 29 is extended on the side of the drainage horizontal main pipe 19 of the bent portion 25, and the end position of the straight pipe portion 29 constitutes an end portion 31 of the trunk portion 23 on the side of the drainage horizontal main pipe 19. . In addition, cleaning openings 26 and 26 with lids are provided on both sides of the bent portion 25.

胴部23の内径は、排水立て管系統11側の端部27から排水横主管19側の端部31まで均一であり、その内径は、排水横主管19の内径と同じである。排水横主管19側の端部31には、横主管接続部33が設けられており、胴部23と排水横主管19とが同軸心で接続されるようになっている。本実施形態において、横主管接続部33は、所謂メカニカル接続の形態をとる。すなわち、横主管接続部33は、フランジ部37を有する横主管受け口35を胴部23と一体で備えるとともに、リング状の押さえフランジ部39、環状シール部材41及び両フランジ部37、39を連結するボルト・ナット38を備える。この横主管接続部33によれば、排水横主管19の上流側の端部19aに環状シール部材41と押さえフランジ部39とを外嵌し、両フランジ部37、39の間に環状シール部材41を配した状態で、ボルト・ナット38を締付けて両フランジ部37、39を接近させることにより、径内方に環状シール部材41を変形させて排水横主管19の外周面に圧接させることで、脚部継手21と排水横主管19とが水密に接続される。   The inner diameter of the trunk portion 23 is uniform from the end portion 27 on the drainage stack system 11 side to the end portion 31 on the drainage horizontal main pipe 19 side, and the inner diameter is the same as the inner diameter of the drainage horizontal main pipe 19. A lateral main pipe connecting portion 33 is provided at the end 31 on the side of the drainage horizontal main pipe 19 so that the trunk portion 23 and the drainage horizontal main pipe 19 are connected coaxially. In the present embodiment, the horizontal main pipe connecting portion 33 takes a so-called mechanical connection form. That is, the horizontal main pipe connecting portion 33 includes a horizontal main pipe receiving port 35 having a flange portion 37 integrally with the body portion 23, and connects the ring-shaped pressing flange portion 39, the annular seal member 41, and both flange portions 37, 39. Bolts and nuts 38 are provided. According to the horizontal main pipe connecting portion 33, the annular seal member 41 and the pressing flange portion 39 are fitted on the upstream end 19 a of the drainage horizontal main pipe 19, and the annular seal member 41 is interposed between the flange portions 37 and 39. With the bolts and nuts 38 tightened and the flange portions 37 and 39 approaching each other, the annular seal member 41 is deformed radially inward and pressed against the outer peripheral surface of the drainage horizontal main pipe 19. The leg joint 21 and the drainage horizontal main pipe 19 are connected in a watertight manner.

一方、胴部23の排水立て管系統11側の端部27は、排水立て管系統11よりも大径であり、排水立て管系統11の下端部17(立て管継手15の下部直管部15d)を接続可能とする、この端部27よりも小径の上部受け口43が、間にテーパ状の部分や直管状の部分などを介することなく、軸方向に直接連続して一体形成されている。なお、胴部23の排水立て管系統11側の端部27において、上部受け口43が形成されている部分以外は、水平面27aで閉じられている。   On the other hand, the end portion 27 on the drainage standpipe system 11 side of the trunk portion 23 has a larger diameter than the drainage standpipe system 11, and the lower end 17 of the drainage standpipe system 11 (the lower straight pipe portion 15 d of the standpipe joint 15). The upper receiving port 43 having a diameter smaller than that of the end 27 is integrally formed directly and continuously in the axial direction without interposing a tapered portion or a straight tubular portion therebetween. In addition, in the end part 27 by the side of the drainage stack system 11 of the trunk | drum 23, except the part in which the upper receptacle 43 is formed, it is closed by the horizontal surface 27a.

上部受け口43は、図8(A)等に示されるように、その内径が排水立て管系統11の下端部17の外径よりもひと回り内径の大きな円筒状であり、その奥部には、上方から挿入された排水立て管系統11の下端部17がそれ以上進入するのを規制することができる受け部45が形成されている。受け部45は、排水立て管系統11の下端部17の通過は許容しないが、排水立て管系統11を流下する排水流には干渉しない程度に管内方に張り出している。受け部45の上には、断面矩形の弾性体47が載置されている。この弾性体47も、受け部45と同様に、排水立て管系統11の下端部17の通過は許容しないが、排水立て管系統11を流下する排水流には干渉しないものである。排水立て管系統11の下端部17は、弾性体47を介して受け部45に当たった状態で上部受け口43に挿入接続されている。上部受け口43の排水立て管系統11の下端部17が挿入される開口付近の内周面には、周方向に沿って溝43mが形成されている。この溝43mには、Oリング49が管内方にはみ出すように嵌合されて保持されており、排水立て管系統11の下端部17の外周面に当接することにより、排水立て管系統11と脚部継手21とが水密に接続される。   As shown in FIG. 8 (A) and the like, the upper receiving port 43 has a cylindrical shape whose inner diameter is slightly larger than the outer diameter of the lower end portion 17 of the drainage stack system 11, The receiving part 45 which can control that the lower end part 17 of the drainage stack system 11 inserted from no more enters is formed. The receiving portion 45 does not allow the passage of the lower end portion 17 of the drainage stack system 11, but protrudes inward of the pipe so as not to interfere with the drainage flow flowing down the drainage stack system 11. An elastic body 47 having a rectangular cross section is placed on the receiving portion 45. Similarly to the receiving portion 45, the elastic body 47 does not allow passage of the lower end portion 17 of the drainage stack system 11, but does not interfere with the drainage flow flowing down the drainage stack system 11. The lower end portion 17 of the drainage stack system 11 is inserted and connected to the upper receiving port 43 in a state where it hits the receiving portion 45 via the elastic body 47. A groove 43m is formed along the circumferential direction on the inner peripheral surface of the upper receiving port 43 near the opening into which the lower end 17 of the drainage stack system 11 is inserted. In this groove 43m, an O-ring 49 is fitted and held so as to protrude inward of the pipe, and comes into contact with the outer peripheral surface of the lower end portion 17 of the drainage standpipe system 11 so that the drainage standpipe system 11 and the leg are connected. The joint 21 is watertightly connected.

上部受け口43は、この上部受け口43に挿入された排水立て管系統11の下端部17の内壁の延長線Bと、胴部23の内壁との間に全周にわたって間隙Gが形成されるように、曲がり部25の円弧形で見て外寄り位置に配置されている。つまり、上部受け口43は、その軸心C1が胴部23の軸心C2に対して曲がり部25の円弧形で見て外寄り位置にずれているが、排水立て管系統11の下端部17の内壁の延長線Bが、胴部23の前記円弧形の外寄りの内壁23aとは一致せずに管内方位置に配置されるように形成されている。   The upper receptacle 43 is formed such that a gap G is formed over the entire circumference between the extension line B of the inner wall of the lower end 17 of the drainage stack 11 inserted into the upper receptacle 43 and the inner wall of the trunk portion 23. The bent portion 25 is arranged at an outward position as seen in the arc shape. That is, the axis C1 of the upper receiving port 43 is shifted to the outward position as seen in the arc shape of the bent portion 25 with respect to the axis C2 of the trunk portion 23, but the lower end portion 17 of the drainage stack system 11 is disposed. An extension line B of the inner wall is formed so as not to coincide with the arcuate outer wall 23a of the body portion 23 and to be disposed at an inner position of the pipe.

この脚部継手21は、図1に示されるように、支持具61により、最下層Aの床スラブSに吊り下げられた状態で支持されている。そのために、胴部23には、曲がり部25の外壁に、排水立て管系統11の軸心と一致する位置に下方に延びて支持突起51が設けられている。支持突起51は、根元に下向きの水平面を形成する台座部53備え、その台座部53の水平面から、軸方向に直交する断面が十字形状の挿入部55が下向きに延設されている。支持具61は、図1で見て紙面に対して直交する方向に長尺な支持板63と、この支持板63の長手方向の両端部を床スラブSに吊り下げて支持する棒状の吊り下げ部材65一対とを備えている。支持板63の上面中央には、円筒状の支持筒部63aが支持突起51と同軸で設けられている。この支持筒部63aの内部には、厚底の有底円筒状の防振ゴム67が収容されている。この防振ゴム67に脚部継手21の挿入部55を挿入した状態で、脚部継手21が支持板63に乗せ掛けられている。このように排水立て管系統11の直下が防振ゴム67を介して支持されている支持構造によれば、排水立て管系統11を流下する排水が脚部継手21に衝突して生じる振動を、効率よく防振ゴム67で吸収することができ、床スラブSへの振動の伝播を低減することができる。   As shown in FIG. 1, the leg joint 21 is supported by a support 61 in a state of being suspended from the floor slab S of the lowermost layer A. For this purpose, the body portion 23 is provided with a support protrusion 51 on the outer wall of the bent portion 25 that extends downward to a position that coincides with the axial center of the drainage stack 11. The support protrusion 51 includes a pedestal portion 53 that forms a downward horizontal surface at the base, and an insertion portion 55 having a cross-shaped cross section orthogonal to the axial direction extends downward from the horizontal surface of the pedestal portion 53. The support 61 has a support plate 63 that is long in a direction orthogonal to the paper surface as viewed in FIG. 1 and a rod-like suspension that supports both ends of the support plate 63 in the longitudinal direction on the floor slab S. A pair of members 65 is provided. In the center of the upper surface of the support plate 63, a cylindrical support cylinder portion 63 a is provided coaxially with the support protrusion 51. A thick bottomed cylindrical antivibration rubber 67 is accommodated inside the support cylinder 63a. The leg joint 21 is placed on the support plate 63 in a state where the insertion part 55 of the leg joint 21 is inserted into the vibration isolating rubber 67. As described above, according to the support structure in which the drainage stack system 11 is directly supported via the vibration isolating rubber 67, the vibration generated by the drainage flowing down the drainage stack system 11 colliding with the leg joint 21 is obtained. The vibration proof rubber 67 can efficiently absorb the vibration, and the propagation of vibration to the floor slab S can be reduced.

次に、この脚部継手21に排水が流入した際の作用機能について、図7(B)、図8(B)及び図9を参照しながら説明する。なお、これらの断面図では、流れる排水Wをも切断した状態として示し、排水Wの流れを模式的に表している。
図9に示されるように、排水立て管系統11を流下する排水Wは、排水立て管系統11の内壁を伝って、管軸に空気芯ACを形成しながら管状の流れを形成する。そして、図7(B)、図8(B)に示されるように、排水立て管系統11の下端部17の内壁と、脚部継手21の胴部23(曲がり部25)の内壁とが、全周にわたって相互間に段差を形成して配置されているため、排水立て管系統11の内壁を伝って管状の流れを形成しながら流下してきた排水Wが脚部継手21の胴部23に流入する際には、その全周が胴部23から離れて水膜Wfを形成しながら落下する。その際、排水Wは、排水立て管系統11の下端部17の先端からいきなり解放され、広がりながら落下する。このとき、排水Wは、管状の流れの全周にわたって水膜Wfを形成し得るが、その水膜Wfの形成範囲が広いため、水膜Wfの疎な部分に切れ目Rが生じる。ここで、水膜Wfの周囲には、その全周にわたって胴部23の内壁との間に空気層ALが形成されており、切れ目Rがどの位置に形成されても、切れ目Rから空気が流通することできる。したがって、脚部継手21の内部には、縦方向と横方向に連通した通気帯が形成され、排水Wにより管路が閉塞されることが抑制される。各図には、その際の空気の流れを白抜き矢印で模式的に示した。排水横主管19(図示省略)側の空気が、排水Wの流れに反して排水立て管系統11に形成された空気芯ACに抜けることで、脚部継手21内での急激な圧力変動が抑制される。そして、図8(B)に示されるように、排水立て管系統11は、胴部23に対して曲がり部25の円弧形で見て外寄りの位置に接続されているため、曲がり部25の円弧形で見て外寄り位置では、やがて排水Wがその円弧径のカーブを伝って流れる。それにより、排水は横方向へ推進され、スムーズに流れることができる。
Next, the function when drainage flows into the leg joint 21 will be described with reference to FIGS. 7B, 8B, and 9. FIG. In these sectional views, the flowing waste water W is also shown as being cut, and the flow of the waste water W is schematically shown.
As shown in FIG. 9, the waste water W flowing down the drainage stack system 11 travels along the inner wall of the drainage stack system 11 and forms a tubular flow while forming an air core AC on the tube axis. And as shown in Drawing 7 (B) and Drawing 8 (B), the inner wall of lower end part 17 of drainage stack system 11 and the inner wall of trunk part 23 (bending part 25) of leg joint 21 are the following. Since the steps are arranged around the entire circumference, the waste water W flowing down while forming a tubular flow along the inner wall of the drainage stack system 11 flows into the body portion 23 of the leg joint 21. When doing so, the entire circumference falls away from the body portion 23 while forming the water film Wf. At that time, the drainage W is suddenly released from the tip of the lower end portion 17 of the drainage stack 11 and falls while spreading. At this time, the drainage W can form the water film Wf over the entire circumference of the tubular flow, but since the formation range of the water film Wf is wide, a break R is generated in a sparse part of the water film Wf. Here, an air layer AL is formed around the water film Wf between the inner wall of the trunk portion 23 over the entire circumference, and air flows from the break R regardless of the position where the break R is formed. Can do. Therefore, a ventilation band communicating in the vertical direction and the horizontal direction is formed inside the leg joint 21, and the pipe is prevented from being blocked by the drainage W. In each figure, the air flow at that time is schematically shown by white arrows. The air on the drainage horizontal main pipe 19 (not shown) side escapes to the air core AC formed in the drainage stack system 11 against the flow of the drainage W, thereby suppressing rapid pressure fluctuation in the leg joint 21. Is done. As shown in FIG. 8 (B), the drainage stack system 11 is connected to the outer portion of the trunk portion 23 as viewed in the arc shape of the bent portion 25, and therefore the bent portion 25. In the outer position as seen in the arc shape, the drainage W eventually flows along the curve of the arc diameter. Thereby, drainage can be propelled laterally and can flow smoothly.

このような脚部継手21によれば、曲がり部25の円弧形の曲率の大小に関わらず、排水により管路が閉塞されにくい。したがって、曲がり部25の円弧形の曲率を小さくして脚部継手21を上下方向にコンパクトにすることが可能である。   According to such a leg joint 21, the pipeline is not easily blocked by the drainage regardless of the magnitude of the arcuate curvature of the bent portion 25. Therefore, it is possible to make the leg joint 21 compact in the vertical direction by reducing the arc-shaped curvature of the bent portion 25.

(その他の実施形態)
本発明の脚部継手は、上記実施形態に限定されるものではなく、その他種々の変更例が考えられる。例えば、横主管接続部33の構成は、胴部23に直管状に延設し、その直管状の部分を、排水横主管19の上流側の端部19aに設けられた受け口に挿入して、メカニカル接続する構成としてもよい。また、掃除口26は必要に応じて設ければよい。
(Other embodiments)
The leg joint of the present invention is not limited to the above embodiment, and various other modifications can be considered. For example, the configuration of the horizontal main pipe connecting portion 33 is formed in a straight tubular shape in the body portion 23, and the straight tubular portion is inserted into a receiving port provided in the upstream end 19a of the drainage horizontal main pipe 19, It is good also as a structure connected mechanically. Moreover, what is necessary is just to provide the cleaning opening 26 as needed.

また、脚部継手21の配管において、立て管継手15の下端部が直管状でなく、脚部継手21の上部受け口43に直接接続できない場合は、図10に示されるように、立て管継手15の下端に短い排水立て管71を接続し、この短い排水立て管71を脚部継手21の上部受け口43に挿入して接続すればよい。図10では、立て管継手15の下端部に短い排水立て管71がメカニカル接続構成15eを介して接続されており、この短い排水立て管71が脚部継手21に接続されている配管例が示されている。   Further, in the pipe of the leg joint 21, when the lower end portion of the vertical joint 15 is not a straight tube and cannot be directly connected to the upper receiving port 43 of the leg joint 21, as shown in FIG. 10, the vertical pipe 15 What is necessary is just to connect the short drainage stack 71 to the lower receiving end, and insert this short drainage stack 71 into the upper receiving port 43 of the leg joint 21 for connection. In FIG. 10, a short drainage standpipe 71 is connected to the lower end portion of the standpipe joint 15 via a mechanical connection structure 15e, and a pipe example in which the short drainage standpipe 71 is connected to the leg joint 21 is shown. Has been.

11 排水立て管系統
19 排水横主管
21 脚部継手
23 胴部
25 曲がり部
43 上部受け口
B 排水立て管系統の下端部の内壁の延長線B
G 間隙
W 排水
Wf 水膜
R (水膜の)切れ目
11 Drainage pipe system 19 Drainage horizontal main pipe 21 Leg joint 23 Trunk part 25 Bending part 43 Upper receptacle B Extension line B of the inner wall of the lower end part of the drainage pipe system
G Gap W Drainage Wf Water film R (Water film) cut

Claims (1)

複数層を有する建物の排水管設備において、各層を貫いて配管された排水立て管系統の下端部と、最下層の床スラブの下にて横方向に配管された前記排水立て管系統よりも大径の排水横主管の上流側の端部とを接続する脚部継手であって、
前記排水立て管系統の管内壁に沿って旋回しながら流下する排水を横方向へ案内することのできる円弧形の曲がり部を有する胴部を備え、
前記胴部の内径は、前記排水立て管系統側の端部から前記排水横主管側の端部まで同径とされ、且つ、該内径は前記排水立て管系統の内径より大きく、前記排水横主管の内径と同じとされており、
前記胴部の前記排水横主管側の端部は、前記排水横主管と同軸心で接続されるようになっており、
前記胴部の前記排水立て管系統側の端部は、前記曲がり部の円弧形終端位置であり、前記排水立て管系統の下端部が挿入される上部受け口が直接連続して一体形成されており、
前記胴部の前記排水立て管系統側の端部と前記上部受け口との位置関係は、前記上部受け口の軸心が前記排水立て管系統側の端部の軸心より前記曲がり部の円弧形で見て外寄り位置であり、且つ、前記上部受け口に挿入された前記排水立て管系統の下端部の内壁の延長線と前記胴部の内壁との間に全周にわたって間隙が形成される位置であり、
さらに、前記上部受け口の奥部には、上方から挿入された前記排水立て管系統の下端部がそれ以上進入するのを規制する受け部が形成されており、
前記受け部は、前記胴部の前記排水立て管系統側の端部の水平面と同一平面上に設けられて、前記排水立て管系統を旋回しながら流下する排水流には干渉しない程度に管内方に張り出していることを特徴とする、脚部継手。
In a drainage pipe facility of a building having multiple layers, it is larger than the lower end part of the drainage standpipe system piped through each layer and the drainage standpipe system piped laterally under the floor slab of the lowest layer. A leg joint connecting the upstream end of the drainage horizontal main pipe with a diameter,
A trunk having an arc-shaped bent portion capable of guiding the drainage flowing down while turning along the inner wall of the drainage stand system;
The inner diameter of the trunk is the same from the end on the drainage stand system side to the end on the drainage horizontal main pipe side, and the inner diameter is larger than the inner diameter of the drainage standpipe system, and the drainage horizontal main pipe Is the same as the inner diameter of
The end of the trunk portion on the side of the drainage horizontal main pipe is connected to the drainage horizontal main pipe coaxially,
An end of the trunk portion on the drainage stand system side is an arcuate end position of the bent portion, and an upper receiving port into which a lower end of the drainage stand system is inserted is directly and integrally formed. And
The positional relationship between the end of the trunk portion on the drainage stand system side and the upper receiving port is such that the axis of the upper receiving port has an arc shape of the bent portion from the axis of the end on the drainage stand system side. And a position where a gap is formed over the entire circumference between the extension line of the inner wall of the lower end portion of the drainage stack inserted into the upper receptacle and the inner wall of the trunk portion. And
Furthermore, at the back of the upper receiving port, a receiving part that restricts the lower end of the drainage stack inserted from above from entering further is formed,
The receiving portion is provided on the same plane as the horizontal surface of the end portion of the trunk portion on the drainage stand system side, so that it does not interfere with the drainage flow flowing down while turning the drainage stand system. A leg joint characterized by overhanging.
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JP7402063B2 (en) * 2014-09-30 2023-12-20 積水化学工業株式会社 Drainage collection joint
JP6652319B2 (en) * 2014-09-30 2020-02-19 積水化学工業株式会社 Drainage collective joint and its construction method
JP7226760B2 (en) * 2018-05-28 2023-02-21 シーシーアイ株式会社 Refractory tubular body and thermally expandable member
JP7290927B2 (en) * 2018-09-14 2023-06-14 積水化学工業株式会社 Sound insulation material and joint structure
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