JPH0718181B2 - Drain joint for discharge end - Google Patents

Drain joint for discharge end

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Publication number
JPH0718181B2
JPH0718181B2 JP63299623A JP29962388A JPH0718181B2 JP H0718181 B2 JPH0718181 B2 JP H0718181B2 JP 63299623 A JP63299623 A JP 63299623A JP 29962388 A JP29962388 A JP 29962388A JP H0718181 B2 JPH0718181 B2 JP H0718181B2
Authority
JP
Japan
Prior art keywords
drainage
pipe
joint
main pipe
horizontal main
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP63299623A
Other languages
Japanese (ja)
Other versions
JPH02147733A (en
Inventor
孝 渡邊
Original Assignee
株式会社西原衛生工業所
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社西原衛生工業所 filed Critical 株式会社西原衛生工業所
Priority to JP63299623A priority Critical patent/JPH0718181B2/en
Publication of JPH02147733A publication Critical patent/JPH02147733A/en
Publication of JPH0718181B2 publication Critical patent/JPH0718181B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention 【産業上の利用分野】[Industrial applications]

本発明は、アパート等の高層集合住宅及びこれ以外の用
途の建物に供する排水系の配管において、水平展開の横
主管を接続するための放流端用排水継手に関する。
The present invention relates to a drainage joint for a discharge end for connecting a horizontal main pipe that is horizontally deployed in a drainage pipe for a high-rise apartment house such as an apartment and a building for other uses.

【従来の技術】[Prior art]

従来の排水用配管システムとしては、排水立管と、これ
に併設する通気立管及び多層階建物の各階の排水横枝管
の逃し通気管、回路通気管等で構成された二管式の排水
システム、あるいはバッフルやガイド、リング等により
管壁流から排水系に通気心を形成し、もって、排水系全
体に渉って空気の相互連通を維持させるようとする特殊
継手を用いた単管式の排水システムが提案されている。 第9図は従来の二管式排水システムを示す配管構成図で
あり、図において、1は多層階建物における各階共用の
排水立管、2はこの排水立管1にT字管,TY字管,ベン
ド管等からなる各階用の中間継手3を介して接続された
各階の排水横枝管、2aはこれらの排水横枝管2に接続さ
れた器具トラップ、9は上記排水立管1の最下端に中間
脚部継手4を介して接続配管された水平展開の横主管、
10はこの横主管9の下流端に接続された展開用排水継手
であり、この展開用排水継手10の下端には下流側排水立
管15が接続され、且つ、該下流側排水立管15の下端部に
は最下階脚部継手16を介して敷地内横主管等17が接続さ
れている。そして、上記敷地内横主管等17の下流端には
放流端用排水継手20が接続されている。この放流端用排
水継手20は、上記敷地内横主管等17からの水平方向の流
入排水を排水槽T側への垂直方向に移行させて該排水槽
T内に放流する。5は上記排水立管1および上記展開用
排水継手10並びに上記下流側排水立管15の各適所に接続
されて管内空気を大気中に開放する通気管である。
As a conventional drainage piping system, a two-pipe drainage system consisting of a drainage vertical pipe, a ventilation vertical pipe attached to it, a drainage horizontal pipe for each floor of a multi-storey building A single pipe type that uses a system or a special joint that forms a ventilation core from the pipe wall flow to the drainage system by baffles, guides, rings, etc., and thereby maintains mutual communication of air throughout the drainage system Drainage system has been proposed. FIG. 9 is a piping configuration diagram showing a conventional two-pipe type drainage system. In the figure, 1 is a drainage pipe commonly used for each floor in a multi-storey building, 2 is a T-pipe, TY pipe in this drainage pipe 1. , Drainage lateral branch pipes of each floor connected via an intermediate joint 3 for each floor consisting of bend pipes, etc., 2a is an instrument trap connected to these drainage lateral branch pipes 2, 9 is the maximum of the drainage vertical pipe 1 Horizontally developed horizontal main pipe connected to the lower end through the intermediate leg joint 4,
Reference numeral 10 denotes a deployment drainage joint connected to the downstream end of the horizontal main pipe 9, and a downstream side drainage standpipe 15 is connected to the lower end of the deployment drainage joint 10, and the downstream side drainage standpipe 15 has The site main pipe 17 and the like 17 are connected to the lower end through the lowest-floor leg joint 16. A discharge joint 20 for the discharge end is connected to the downstream end of the horizontal main pipe 17 and the like on the site. The drainage joint 20 for the discharge end transfers the horizontal inflow drainage from the horizontal main pipe 17 in the site to the drainage tank T side in the vertical direction and discharges it into the drainage tank T. Reference numeral 5 is a ventilation pipe connected to the drainage vertical pipe 1, the expansion drainage joint 10 and the downstream side drainage vertical pipe 15 at appropriate places to open the air in the pipe to the atmosphere.

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

しかしながら、上記従来の二管式の排水用配管システム
における横主管系では、第9図のA部において直角方向
流入の管閉塞が発生し、B部においてジャッンピング現
象が発生するほか、C部において敷地内横主管等17から
放流端用排水継手20に排水が流入する際、その流入排水
が該放流端用排水継手20の内壁に衝突あるいは該放流端
用排水継手20内を落下する際に該継手内壁への接触によ
る乱流、また排水相互の衝突等に起因した排水騒音等が
発生し、また、これらの排水の流れが通気経路D,E,Fを
閉塞し、この結果、管内気圧を異常上昇させる等の問題
点があった。 以上のような既成の排水システムの横主管では、上記の
問題点発生による排水系の管内気圧を異常昇圧させて衛
生器具に取付けられたトラップの封水を破り、臭気の逆
流や害虫の浸入等を招いて室内環境を破壊させるなど、
排水を安全かつ速やかに自然重力によって系外へ排出及
び通気系では排水管内の空気増減に対して、空気を供給
または排出させて排水トラップの封水を保護し、排水の
流れを円滑にする機能が不充分で、その目的を果たすも
でに至っていないという問題点があった。 さらに、高層集合住宅においては、多量の洗濯排水によ
って管内気圧の異常上昇や上記洗濯排水に含まれた泡の
逆流が起こり、クレーム・トラブル等の要因となってい
る。 そのため、横主管の排水系においては、上述のごとき問
題点を発生させ、二管式及び単管式のいずれの場合も、
性能維持のために通気管を併設した複雑な配管方式とし
ている。 しかし、このような複雑配管方式としても問題点解決に
は至らず、上記A部〜F部の原因が重層に渉る立管にま
で影響し、排水系全体の性能を低下させているという問
題点があった。 この発明は上記のような諸々の問題点を解消した放流端
用排水継手を提供することを目的とする。
However, in the horizontal main pipe system in the above conventional two-pipe type drainage piping system, a right-angled inflow pipe blockage occurs at the portion A in FIG. 9, and a jacking phenomenon occurs at the portion B, and at the portion C. When drainage flows into the discharge end drainage joint 20 from the site horizontal main pipe 17 or the like, the inflowing drainage collides with the inner wall of the discharge end drainage joint 20 or falls inside the discharge end drainage joint 20. Turbulent flow due to contact with the inner wall of the joint, drainage noise due to mutual collision of drainage, etc. occur, and the flow of these drainage blocks the ventilation paths D, E, F, and as a result, the pipe internal pressure is reduced. There was a problem such as an abnormal rise. In the horizontal main pipe of the existing drainage system as described above, the pressure inside the drainage system pipe is abnormally increased due to the above problems, breaking the sealing water of the trap attached to the sanitary equipment, backflow of odors, invasion of pests, etc. To destroy the indoor environment,
The function to discharge the drainage safely and promptly to the outside of the system by natural gravity and to protect the sealed water of the drainage trap by supplying or discharging the air against the increase and decrease of the air in the drainage pipe in the ventilation system and smoothing the flow of the drainage. However, there was a problem that it was not enough to fulfill its purpose. Further, in a high-rise apartment, a large amount of laundry drainage causes an abnormal rise in the pipe internal pressure and a backflow of bubbles contained in the laundry drainage, which causes complaints and troubles. Therefore, in the drainage system of the horizontal main pipe, the above-mentioned problems occur, and in both cases of the two-pipe type and the single-pipe type,
It has a complicated piping system with a vent pipe to maintain its performance. However, even with such a complicated piping system, the problem cannot be solved, and the causes of the above-mentioned parts A to F affect even the standing pipes that span the multi-story, thus reducing the performance of the entire drainage system. There was a point. An object of the present invention is to provide a drainage joint for a discharge end that solves the above problems.

【課題を解決するための手段】[Means for Solving the Problems]

この発明の放流端用排水継手は、既成の各排水システム
における水平展開の横主管から流入した水平方向の排水
を垂直方向に移行・放流させる接続用継手として、何れ
もT字管やTY字管等で接続する配管方式に対して、水平
展開の横主管から排水槽内等に放流される排水に旋回流
を与えるように上記継手胴部が径大の円筒状に形成さ
れ、且つ、この継手胴部内には、上記水平展開の横主管
からの流入排水の跳ね上がりを抑え、該横主管の流入接
続口を塞ぐことなく上記流入排水を速やかに放流側へ導
くための整流板を設けた構成が特徴である。
The discharge end drainage joint of the present invention is a T-shaped pipe or a TY-shaped pipe as a joint for connecting the horizontal drainage flowing from the horizontal main pipe of horizontal deployment in each existing drainage system to vertically shift and discharge it. In contrast to a piping system connected by a horizontal pipe, etc., the joint body is formed in a cylindrical shape with a large diameter so as to give a swirling flow to the drainage discharged into the drain tank etc. from the horizontally expanded horizontal main pipe. In the body part, there is provided a straightening plate for suppressing the jumping of the inflow and drainage from the horizontally deployed horizontal main pipe and for promptly guiding the inflow and drainage to the discharge side without blocking the inflow connection port of the horizontal main pipe. It is a feature.

【作用】[Action]

この発明における放流端用排水継手は、上記構成によっ
て、重層階に渉る各階の排水を受け持つ排水立管、これ
を受ける展開横主管および最下階排水立管から横主管へ
移流・開放する際の排水の流れを制御することによっ
て、排水系、通気系に係わる問題点を解消し、かつ複雑
する配管方式を単純化し、もって施工の簡略化をも図
る。 即ち、放流端用排水継手の軸心に対して接線方向より流
入した排水は、継手管内壁に深い角度で衝突し、そのま
ま放流端用排水継手内壁に沿う旋回流となり、円筒状の
下流部によって旋回流を増幅させながら、上記放流端用
排水継手内で該管壁流を形成する。そして、上記管壁流
を形成する排水は、その粘性によって流速が低下し、ジ
ャンプング現象を抑えるほか、衝撃が軽減されることに
よって静音効果をもたらす。 その上、放流端用排水継手によって流れの方向を変えて
も旋回流により立管系,展開系,横主管系に通気心が形
成されるため、排水系全体に渉って円滑な相互連通が維
持でき、略大気圧に保たれ、トラップの封水破壊を防ぐ
ことができる。 また特に、上記放流端用排水継手内の整流板によって、
上記継手管内壁に衝突した排水の跳ね上がりを抑え、展
開横主管の流入接続口の閉塞を未然に確実に防ぐと共
に、速やかに下流側へ導き、多量排水あるいは洗剤泡等
による各排水系の管内気圧の異常昇圧に対しては上記継
手管の上部の通気接続口より通気管を介して、二層構造
の通気経路より空気の補給または排出を行って圧力バラ
ンスを保つ。
The drainage joint for the discharge end according to the present invention has the above-mentioned structure when advancing / opening the drainage vertical pipe, which is responsible for the drainage of each floor spanning the multi-storey floor, the expanded horizontal main pipe receiving the same, and the drainage vertical pipe at the bottom floor to the horizontal main pipe. By controlling the flow of waste water, the problems related to the drainage system and the ventilation system are solved, and the complicated piping system is simplified, and the construction is also simplified. That is, the drainage flowing in from the tangential direction to the axis of the discharge end drainage joint collides with the inner wall of the joint pipe at a deep angle, and becomes a swirl flow along the inner wall of the discharge end drainage joint as it is, depending on the cylindrical downstream portion. The pipe wall flow is formed in the discharge end drainage joint while amplifying the swirling flow. The flow velocity of the wastewater forming the pipe wall flow is reduced due to its viscosity, which suppresses the jumping phenomenon and also provides a silent effect by reducing the impact. In addition, even if the flow direction is changed by the discharge end drainage joint, a swirling flow forms a vent core in the vertical pipe system, the expansion system, and the horizontal main pipe system, so that smooth mutual communication is achieved across the entire drainage system. It can be maintained, it is maintained at about atmospheric pressure, and it is possible to prevent the seal water from breaking. Also, in particular, by the rectifying plate in the drainage joint for the discharge end,
It suppresses the splashing of drainage that collides with the inner wall of the joint pipe, prevents the inflow connection port of the expanded horizontal main pipe from being blocked, and guides it to the downstream side promptly, causing a large amount of drainage or the pressure inside each drainage system due to detergent bubbles, etc. With respect to the abnormal pressurization, the pressure balance is maintained by replenishing or discharging air from the ventilation connection port in the upper part of the joint pipe through the ventilation pipe and the ventilation path of the two-layer structure.

【実施例】【Example】

以下、この発明の一実施例を図面に基づいて説明する。
第1図はこの発明の第1実施例による単管式の放流端用
排水継手を示す縦断側面図、第2図はその縦断正面図、
第3図は第1図のIII-III線矢視図であり、第9図との
同一または相当部分には同一符号を重複説明を省略す
る。 図示の放流端用排水継手20において、その周壁の適所に
は、敷地内横主管等17が接続される横向き接続口管部21
が設けられている。 この横向き接続口管部21は、上記敷地内横主管17からの
流入排水を上記放流端用排水継手20の内壁に沿って旋回
流させるべく第3図に示すごとく軸心に対する偏心位置
に開口形成されている。 かかる放流端用排水継手20は、該継手胴部が上記敷地内
横主管等17の管径よりも径大で且つ下端が開放された有
蓋円筒状に形成されている。 また、上記放流端用排水継手20の上端には逃し通気管用
接続口22が設けられている。 そして、上記放流端用排水継手20内の上部には、その内
壁面に沿う螺旋状の整流板23が設けられている。 この整流板23は、上記敷地内横主管等17から上記放流端
用排水継手20内に流入する排水が該放流端用排水継手20
の内壁に衝突して跳ね上がるのを防止する。 第4図はこの発明の第2実施例による二層管式放流端用
排水継手の縦断側面図、第5図はその縦断面正面図、第
6図は第4図のVI-VI線矢視図であり、この第2実施例
による放流端用排水継手20は、継手内管20Aと継手外管2
0Bとによる二層管式構造となっていて、その継手内管20
Aに横向き接続口管部21が設けられている。 従って、この第2実施例の場合、上記継手内管20Aと継
手外管20Bとの間で通気経路が形成され、この通気経路
は大気中に開放されている。 尚、当該継手と本出願人の先顔である特願昭61-276820
号の「二層管用脚部排水継手」と同じ二層管構造の脚部
継手を使用して、前記横主管を二層横主管としてもよ
く、この場合、横主管系は勿論のこと排水系全体を略大
気圧に保つ有効な手段とすることができる。 ここで、上記継手内管20Aの下端から放流される排水の
旋回開放流によって、該継手内管20Aと継手外管20Bの間
の通気経路が閉塞されることのないように、上記継手外
管20Bは上記継手内管20Aより寸法Lだけ短く形成されて
いる。 尚、この第2実施例におけるその他の構成は第1実施例
と同じである。 かかる放流端用排水継手20は、第8図に示す二層管立管
システムに適用される。この第8図の二層管立管システ
ムは、第9図の二管式に対応したもので、これらの両シ
ステムにおける同一または相当部分には同一符号を付し
て重複説明は省略する。 即ち、第8図の二層管立管システムは、排水立管1と各
階用中間継手3および下流側排水立管15のそれぞれが内
管と外管とから成る二層管構造と成っており、それらの
内外管の相互管で大気中に開放された通気経路を形成し
ている。このため、第9図における通気管5が不要とな
っている。また、第8図の二層管立管システムにおける
敷地内横主管等17は単管から成っている。 従って、第4図〜第6図に示す上記第2実施例の放流端
用排水継手20は、その継手内管20Aの胴部偏心位置に接
続された単管の横向き接続口管部21に第8図の上記敷地
内横主管等17が接続されている。 第7図はこの発明の第3実施例による二層式放流端用排
水継手20の縦断面図であり、この第3実施例の放流端用
排水継手20の横向き接続口管部21は内管21aと外管21bと
から成る二層管構造となっている。 従って、この第3実施例での放流端用排水継手20を適用
する排水システムでは、第8図における敷地内横主管17
を第7図に示すように内管17aと外管17bとによる二層管
構造とし、これらの内管17aと外管17bに接続される。
尚、この第3実施例におけるその他の構造も第1実施例
の場合と同じである。また、この第3実施例の放流端用
排水継手20の横向き接続口管部21は二層構造となってい
るが、その内管21aに第8図の単管より成る敷地内横主
管等17を接続し、外管21bを大気中に開放してもよい。
さらに、上記各実施例の放流端用排水継手20の下端は開
放されているが、該下端には放流管を接続し、この放流
管を介して排水槽T内に排水を放流するようにしてもよ
い。
An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a vertical sectional side view showing a drain joint for a discharge end of a single pipe type according to a first embodiment of the present invention, and FIG. 2 is a vertical sectional front view thereof.
FIG. 3 is a view taken along the line III-III of FIG. 1, and the same or corresponding parts as in FIG. In the discharge end drainage joint 20 shown in the drawing, a lateral connection port pipe portion 21 to which a site main horizontal pipe 17 is connected is provided at an appropriate position on its peripheral wall.
Is provided. The lateral connection pipe portion 21 is formed with an opening at an eccentric position with respect to the axial center as shown in FIG. 3 in order to swirl the inflowing and draining water from the in-site lateral main pipe 17 along the inner wall of the discharge end drainage joint 20. Has been done. The discharge end drainage joint 20 is formed in the shape of a covered cylinder whose joint body has a diameter larger than the diameter of the lateral main pipe 17 or the like in the site and whose lower end is open. Further, a relief vent pipe connection port 22 is provided at the upper end of the discharge end drainage joint 20. A spiral flow straightening plate 23 is provided along the inner wall surface of the upper portion of the discharge end drainage joint 20. The straightening plate 23 is configured such that drainage from the lateral main pipes 17 and the like in the site 17 into which the drainage 20 for the discharge end flows is discharged.
It prevents it from colliding with the inner wall of the and jumping up. FIG. 4 is a vertical sectional side view of a drainage joint for a double-layer pipe type discharge end according to a second embodiment of the present invention, FIG. 5 is a vertical sectional front view thereof, and FIG. 6 is a view taken along the line VI-VI of FIG. It is a figure, and the drainage joint 20 for discharge ends by this 2nd Example is a joint inner pipe 20A and a joint outer pipe 2
It has a two-layer pipe type structure with 0B, and its joint inner pipe 20
A sideways connection port tube portion 21 is provided at A. Therefore, in the case of the second embodiment, a ventilation path is formed between the joint inner tube 20A and the joint outer tube 20B, and this ventilation path is open to the atmosphere. Incidentally, Japanese Patent Application No. Sho 61-276820, which is the forefront of the applicant and the applicant.
The horizontal main pipe may be a double-layer horizontal main pipe by using the same leg joint of the double-layer pipe structure as the "two-layer pipe leg drain joint" in this case. In this case, not only the horizontal main pipe system but also the drainage system It can be an effective means of keeping the whole at about atmospheric pressure. Here, the swirl open flow of the drainage discharged from the lower end of the joint inner pipe 20A does not block the ventilation path between the joint inner pipe 20A and the joint outer pipe 20B, so that the joint outer pipe is 20B is formed to be shorter than the above-mentioned inner pipe 20A by a dimension L. The other construction of the second embodiment is the same as that of the first embodiment. The drainage joint 20 for the discharge end is applied to the double-layer pipe stand pipe system shown in FIG. The two-layer pipe standing pipe system of FIG. 8 corresponds to the two-pipe type pipe system of FIG. 9, and the same or corresponding parts in both of these systems are designated by the same reference numerals and duplicate description will be omitted. That is, the two-layer pipe vertical pipe system of FIG. 8 has a two-layer pipe structure in which each of the drainage vertical pipe 1, each floor intermediate joint 3 and the downstream side drain vertical pipe 15 is composed of an inner pipe and an outer pipe. , The inner and outer pipes form a ventilation path open to the atmosphere by the mutual pipes. Therefore, the ventilation pipe 5 in FIG. 9 is unnecessary. In addition, the horizontal main pipes 17 in the site in the double-layer vertical pipe system in Fig. 8 consist of single pipes. Therefore, the discharge end drainage joint 20 of the second embodiment shown in FIGS. 4 to 6 has the single-pipe sideways connection port pipe portion 21 connected to the joint inner pipe 20A at the body eccentric position. The horizontal main pipes 17 on the above site in Figure 8 are connected. FIG. 7 is a vertical cross-sectional view of a drainage joint 20 for a two-layer discharge end according to a third embodiment of the present invention. The lateral connection port pipe portion 21 of the drainage joint 20 for a discharge end according to the third embodiment is an inner pipe. It has a two-layer tube structure composed of 21a and an outer tube 21b. Therefore, in the drainage system to which the discharge end drainage joint 20 of the third embodiment is applied, the on-site horizontal main pipe 17 in FIG.
As shown in FIG. 7, a two-layer pipe structure is formed by an inner pipe 17a and an outer pipe 17b, which are connected to these inner pipe 17a and outer pipe 17b.
The other structures in the third embodiment are the same as those in the first embodiment. Also, the lateral connection port pipe portion 21 of the discharge end drainage joint 20 of the third embodiment has a two-layer structure, and the inner pipe 21a thereof has a horizontal main pipe on the site consisting of the single pipe shown in FIG. May be connected to open the outer tube 21b to the atmosphere.
Further, although the lower end of the drainage joint 20 for the discharge end of each of the above-described embodiments is open, a discharge pipe is connected to the lower end so that the drainage is discharged into the drainage tank T via this discharge pipe. Good.

【発明の効果】【The invention's effect】

以上のように、この発明の放流端用排水継手によれば、
重層階に渉る各階の排水を受け持つ立管、これを受ける
展開横主管および最下階立管から横主管へ移流・開放す
る際の排水の流れを制御することによって、排水系、通
気系における従来の問題点を解消することができると共
に、複雑する配管方式が単純化し、もって施工の簡略化
をも図ることができる。 即ち、放流端用排水継手の胴部軸心に対して接線方向よ
り流入した排水は、該継手胴部内壁に深い角度で衝突
し、そのまま継手胴部内壁に沿う旋回流となり、円筒状
の下流部分によって旋回流を増幅させながら、継手胴部
内で管壁流を形成する。そして、上記管壁流を形成する
排水は、その粘性によって流速が低下し、ジャンピング
現象を抑えるほか、衝撃が軽減されることによって静音
効果をもたらす。 その上、放流端用排水継手によって流れの方向を変えて
も旋回流により立管系,展開系,横主管系に通気心が形
成されるため、排水系全体に渉って円滑な相互連通が維
持でき、略大気圧に保たれ、トラップの封水破壊を防ぐ
ことができる。 また特に、上記放流端用排水継手内の整流板によって、
上記放流端用排水継手の内壁に衝突した排水の跳ね上が
りを抑え、展開横主管の流入接続口の閉塞を未然に確実
に防ぐと共に、速やかに下流側へ導き、多量排水あるい
は洗剤泡等による各排水系の管内気圧の異常昇圧に対し
ては上記放流端用排水継手の上部の通気接続口より通気
管を介して、二層構造の通気経路より空気の補給または
排出を行って圧力バランスを保つなどの効果がある。
As described above, according to the discharge end drainage joint of the present invention,
In the drainage system and the ventilation system, by controlling the flow of drainage when advancing and opening the vertical pipe that handles the drainage of each floor across the multi-story floors, the horizontal horizontal pipe that receives this, and the horizontal pipe from the lowermost vertical pipe to the horizontal main pipe. The conventional problems can be solved, and the complicated piping system can be simplified, so that the construction can be simplified. That is, the drainage flowing in from the tangential direction to the body axis of the drainage joint for the discharge end collides with the inner wall of the joint body at a deep angle and becomes a swirling flow along the inner wall of the joint body as it is. A pipe wall flow is formed in the joint body while amplifying the swirl flow by the portion. Then, the flow velocity of the wastewater forming the pipe wall flow is reduced due to its viscosity, which suppresses the jumping phenomenon and also provides a silent effect by reducing the impact. In addition, even if the flow direction is changed by the discharge end drainage joint, a swirling flow forms a vent core in the vertical pipe system, the expansion system, and the horizontal main pipe system, so that smooth mutual communication is achieved across the entire drainage system. It can be maintained, it is maintained at about atmospheric pressure, and it is possible to prevent the seal water from breaking. Also, in particular, by the rectifying plate in the drainage joint for the discharge end,
Suppresses the splashing of wastewater that collides with the inner wall of the drainage joint for the discharge end described above, and reliably prevents the inflow connection port of the expanded horizontal main pipe from being blocked, and promptly guides it to the downstream side. For abnormal pressure rise in the system pipe pressure, maintain the pressure balance by replenishing or discharging air from the two-layer structure ventilation path through the ventilation pipe from the ventilation connection port above the discharge end drainage joint. Has the effect of.

【図面の簡単な説明】 第1図はこの発明の第1実施例による単管式の放流端用
排水継手を示す縦断側面図、第2図はその縦断正面図、
第3図は第1図のIII-III線矢視図、第4図はこの発明
の第2実施例による二層管式放流端用排水継手の縦断側
面図、第5図はその縦断正面図、第6図は第4図のVI-V
I線矢視図、第7図はこの発明の第3実施例による二層
管式放流端用排水継手の縦断側面図、第8図はこの発明
の実施例による二層管立管排水システムの配管構成図、
第9図は従来の二管式排水システムの配管構成図であ
る。 図において、1は排水立管、17は敷地内横主管(横主
管)、20は放流端用排水継手、20Aは継手内管、20Bは継
手外管、21は横向き接続口管部、23は整流板、Tは排水
槽である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a vertical sectional side view showing a single pipe type discharge end drainage joint according to a first embodiment of the present invention, and FIG. 2 is a vertical sectional front view thereof.
FIG. 3 is a view taken along the line III-III in FIG. 1, FIG. 4 is a vertical sectional side view of a drainage joint for a double-layer pipe type discharge end according to a second embodiment of the present invention, and FIG. 5 is a vertical sectional front view thereof. , Fig. 6 is VI-V of Fig. 4.
FIG. 7 is a vertical side view of a drainage joint for a two-layer pipe type discharge end according to a third embodiment of the present invention, and FIG. 8 is a two-layer pipe standpipe drainage system according to an embodiment of the present invention. Piping configuration diagram,
FIG. 9 is a piping configuration diagram of a conventional two-pipe type drainage system. In the figure, 1 is a drainage vertical pipe, 17 is a horizontal main pipe in the site (horizontal main pipe), 20 is a discharge end drainage joint, 20A is a joint inner pipe, 20B is a joint outer pipe, 21 is a lateral connection pipe portion, and 23 is The current plate and T are drainage tanks.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】重層階に渉る各階の排水を受け持つ排水立
管に脚部継手を介して水平展開された横主管を接続し、
この横主管の放流端に取付けられ、建物の地下階等の排
水槽内へ上記排水を移行・放流する排水配管系の放流端
用排水継手において、この放流端用排水継手は上記横主
管より径大で且つ下端が上記排水槽内に開放された継手
胴部を有する有蓋円筒状に形成され、その軸心線に対し
て接線方向より上記水平展開の横主管からの排水が流入
するよう該横主管を継手胴部に接続すると共に、該継手
胴部の上端閉塞壁部には通気管用接続口を設け、上記横
主管から上記継手胴部内への流入排水に旋回流を与え、
且つ該継手胴部の内壁に沿って上記横主管からの排水が
水平方向から垂直方向へ移行する際、該横主管との間に
空気の相互流通の流れが生じるように構成され、且つ上
記継手胴部内には、上記横主管から流入して継手胴部の
内壁に衝突した排水の跳ね上がりを抑え、該横主管の流
入接続口を塞ぐことなく上記流入排水を速やかに垂直下
流側へ導くための整流板が設けられていることを特徴と
する放流端用排水継手。
1. A horizontal main pipe that is horizontally expanded is connected via a leg joint to a drainage vertical pipe that is in charge of drainage on each floor that extends to multiple floors.
In the drainage joint for the discharge end of the drainage piping system that is attached to the discharge end of this horizontal main pipe and transfers and discharges the above drainage into the drainage tank of the basement floor of the building, etc. It is formed in a cylindrical shape with a large and lower end into the drainage tank and has a joint body portion, and the horizontal direction of the horizontal main pipe is introduced so that the drainage flows from the horizontal main pipe in a tangential direction with respect to its axis. While connecting the main pipe to the joint body, a vent pipe connection port is provided in the upper end blocking wall of the joint body, and a swirl flow is given to the inflow and drainage from the horizontal main pipe into the joint body.
And, when the drainage from the horizontal main pipe moves from the horizontal direction to the vertical direction along the inner wall of the joint body, it is configured so that a mutual flow of air is generated between the horizontal main pipe and the horizontal main pipe. In the body, for suppressing the splashing of the drainage flowing from the horizontal main pipe and colliding with the inner wall of the joint body, for promptly guiding the inflow drainage to the vertical downstream side without blocking the inflow connection port of the horizontal main pipe. A drainage joint for a discharge end, which is provided with a straightening vane.
【請求項2】上記放流端用排水継手は、上記水平展開の
横主管が接続された継手内管と、該継手内管との間で大
気中に開放された通気経路を形成する継手外管とから成
り、その通気経路を上記継手内管の内部に連通させた二
層管式構造となっていることを特徴とする請求項1記載
の放流端用排水継手。
2. The drainage joint for the discharge end is a joint inner pipe to which the horizontal main pipe for horizontal deployment is connected, and a joint outer pipe forming a ventilation path open to the atmosphere between the joint inner pipe and the joint inner pipe. The drainage joint for a discharge end according to claim 1, wherein the drainage joint has a two-layer pipe structure in which a ventilation path is communicated with the inside of the joint inner pipe.
【請求項3】上記継手外管の下端は上記継手内管の下端
よりも高くなって、該継手内管の下端から放流された排
水の旋回開放流による上記通気経路の閉塞を防止するよ
うに構成されていることを特徴とする請求項2記載の放
流端用排水継手。
3. The lower end of the outer joint pipe is higher than the lower end of the inner joint pipe to prevent the ventilation passage from being blocked by the swirl open flow of the drainage discharged from the lower end of the inner joint pipe. It is comprised, The drainage joint for discharge ends of Claim 2 characterized by the above-mentioned.
JP63299623A 1988-11-29 1988-11-29 Drain joint for discharge end Expired - Lifetime JPH0718181B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63299623A JPH0718181B2 (en) 1988-11-29 1988-11-29 Drain joint for discharge end

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63299623A JPH0718181B2 (en) 1988-11-29 1988-11-29 Drain joint for discharge end

Publications (2)

Publication Number Publication Date
JPH02147733A JPH02147733A (en) 1990-06-06
JPH0718181B2 true JPH0718181B2 (en) 1995-03-01

Family

ID=17875003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63299623A Expired - Lifetime JPH0718181B2 (en) 1988-11-29 1988-11-29 Drain joint for discharge end

Country Status (1)

Country Link
JP (1) JPH0718181B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6475545B2 (en) * 2015-03-31 2019-02-27 積水化学工業株式会社 Rainwater drainage system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4985850A (en) * 1972-12-14 1974-08-16
JPS63130835A (en) * 1986-11-21 1988-06-03 株式会社 西原衛生工業所 Leg part joint for double layer pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4985850A (en) * 1972-12-14 1974-08-16
JPS63130835A (en) * 1986-11-21 1988-06-03 株式会社 西原衛生工業所 Leg part joint for double layer pipe

Also Published As

Publication number Publication date
JPH02147733A (en) 1990-06-06

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