JPH063277B2 - Deployment drainage fitting - Google Patents
Deployment drainage fittingInfo
- Publication number
- JPH063277B2 JPH063277B2 JP63296358A JP29635888A JPH063277B2 JP H063277 B2 JPH063277 B2 JP H063277B2 JP 63296358 A JP63296358 A JP 63296358A JP 29635888 A JP29635888 A JP 29635888A JP H063277 B2 JPH063277 B2 JP H063277B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- drainage
- joint
- horizontal main
- downstream
- 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
Links
- 238000009423 ventilation Methods 0.000 claims description 26
- 230000009191 jumping Effects 0.000 claims description 12
- 230000002093 peripheral effect Effects 0.000 claims description 10
- 239000003599 detergent Substances 0.000 claims description 6
- 210000001503 joint Anatomy 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 4
- 238000011144 upstream manufacturing Methods 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 230000002159 abnormal effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000238631 Hexapoda Species 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Landscapes
- Sink And Installation For Waste Water (AREA)
- Quick-Acting Or Multi-Walled Pipe Joints (AREA)
Description
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配管において、水平展開の横主
管と下流側排水立管とを接続する展開用排水継手に関す
るものである。TECHNICAL FIELD The present invention relates to a drainage joint for expansion that connects a horizontal main pipe for horizontal deployment and a downstream drainage vertical pipe in a drainage system pipe used for high-rise apartment houses such as apartments and buildings for other uses.
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
ント管等から成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を介して接続配置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
水継手である。 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、この下流側排水立管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の下流端は公共下水道
管(図示せず)に接続されたり、或いは放流端用排水継
手(第9図では図示せず)が接続される。 5は上記排水立管1の適所および上記展開用排水継手1
0並びに下流側排水立管15適所に接続されてそれらの
内部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 tries to maintain mutual communication of air across the entire drainage system by forming a ventilation core from the pipe wall flow to the drainage system by means of baffles, guides, rings, etc. 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 intermediate joints 3 for each floor, such as vent pipes, 2a is an instrument trap connected to these drainage lateral branch pipes 2, and 9 is the maximum of the drainage vertical pipe 1 A horizontally expanded horizontal main pipe 10 connected and arranged at the lower end via an intermediate leg joint 4 is a drainage joint for expansion connected to the downstream end of the horizontal main pipe 9. At the lower end of this drainage joint 10 for deployment, a downstream drainage pipe 15
Is connected to the downstream side drainage vertical pipe 15, and a site main horizontal pipe 17 and the like is connected to the lower end of the downstream drainage vertical pipe 15 via a lowermost leg joint 16. Then, the downstream end of the horizontal main pipe or the like 17 in the site is connected to a public sewer pipe (not shown), or a drain joint for a discharge end (not shown in FIG. 9) is connected. 5 is a proper place of the drainage pipe 1 and the drainage joint 1 for deployment
No. 0 and the downstream drainage pipe 15 are ventilation pipes connected to appropriate places and opening their inside to the atmosphere.
従来の排水用配管システムにおける中間継手3,展開用
排水継手10,排水立管1や展開用排水継手10および
下流側排水立管15と通気管5とを接続している継手で
は、第9図に示す排水立管1内のA部において直角方向
流入の管閉塞が発生し、B部において排水横枝管2内の
空気吸引現象、C部において通気管内への逆流現象、D
部において管内壁の付着水膜による管閉塞、E部におい
てジャンピング現象がそれぞれ発生するほか、F部にお
いては、横枝管2から排水立管1に排水が流入する際、
その流入排水が排水立管1の管壁に衝突あるいは上記排
水立管1を落下する際に該立壁への接触による乱流、ま
た相互排水の衝突、最下階継手底部への衝突等に起因し
た排水騒音および洗剤泡等が発生するという継手形状に
問題点があった。 また、従来の特殊継手を用いた単管式排水システムにあ
っても、立管系の特殊継手は上記E部の問題点のほか、
バッフルやガイド,リング等の突起物から排水に異物が
混入して詰まりを発生させる危惧があり、さらに展開系
以降には二管式排水システムと同様の複雑配管構造の逃
し通気管や返し通気管等と通気方式を用いなければなら
ないという問題点があった。 以上のような既成の排水システムの立管および展開系で
は、上記A部〜E部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
によって系外へ排水する機能及び通気系では排出管内に
入ってくる排水のための空気増減に対して、空気を供給
または排水させて排水トラップの封水を保護し、排水お
流れを円滑にする機能が不充分で、その目的を果たすま
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、多量の排水が急速に
落下することで衝突音や落下衝撃による排水騒音が発生
したり、管内気圧の異常上昇によって洗濯排水に含まれ
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。 その上、排水システムの展開系では建物の利用形態から
地上階(1階)もしくは直上階(2階)等は店舗用途に
供されて、むしろ住宅階に当てられるのが殆ど稀であ
り、排水系を納めるシャフト位置が変更されることから
重層階に渉る立管も展開配管を余儀なくされる。そのた
め、展開部分以下の排水系においては、上記A部〜E部
の問題点を発生させ、二管式及び単管式のいずれの場合
も、継手の形状から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〜E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展開用
排水継手を提供することを目的とする。In the conventional drainage piping system, the intermediate joint 3, the expansion drainage joint 10, the drainage vertical pipe 1, the expansion drainage joint 10, and the joint connecting the downstream side drainage vertical pipe 15 and the ventilation pipe 5 are shown in FIG. At a portion A in the drainage vertical pipe 1 shown in FIG. 1, a right angle inflow pipe blockage occurs, an air suction phenomenon in the horizontal drainage pipe 2 at a portion B, a backflow phenomenon into the ventilation pipe at a portion C,
In the part, a pipe is blocked by the water film adhering to the inner wall of the pipe, a jumping phenomenon occurs in the part E, and in the part F, when drainage flows from the lateral branch pipe 2 into the drainage vertical pipe 1,
The inflowing drainage collides with the pipe wall of the drainage vertical pipe 1 or turbulent flow due to contact with the vertical wall when the drainage vertical pipe 1 falls, collision of mutual drainage, collision with the bottom of the bottom floor joint, etc. There was a problem in the joint shape that generated drainage noise and detergent bubbles were generated. Moreover, even in the conventional single pipe drainage system using the special joint, the vertical pipe special joint has the above-mentioned problems of the section E,
There is a risk that foreign matter may mix into the drainage from projections such as baffles, guides, and rings, and clogs may occur. Furthermore, after the deployment system, a relief vent pipe or return vent pipe with the same complicated piping structure as the two-pipe drainage system. However, there was a problem that the ventilation method had to be used. In the standing pipe and the deployment system of the existing drainage system as described above, the pressure inside the pipe of the drainage system is abnormally increased due to the problems of the above-mentioned parts A to E to break the sealing water of the trap attached to the sanitary equipment, The function to drain the drainage safely and promptly to the outside by natural gravity, such as the backflow of odors and the invasion of harmful insects to destroy the indoor environment. On the other hand, there is a problem that the function of protecting the sealing water of the drain trap by supplying or draining air and smoothing the drainage flow is insufficient, and it has not reached the purpose. Furthermore, in high-rise apartments, a large amount of wastewater is rapidly dropped, which causes collision noise and drop impact drainage noise, and the abnormal rise in pipe pressure causes backflow of foam contained in laundry drainage.・ It is a cause of trouble. In addition, in the development system of the drainage system, the ground floor (1st floor) or the floor directly above (2nd floor), etc. are provided for store use rather than being applied to the residential floor because of the usage pattern of the building. Since the position of the shaft that houses the system is changed, the vertical pipes that span the multi-storey floor will also have to be deployed. Therefore, in the drainage system below the developed part, the problems of the above-mentioned parts A to E occur, and in both cases of the two-pipe type and the single-pipe type, a ventilation pipe is added to maintain the performance from the shape of the joint. It has a complicated piping system. However, even with such a complicated piping system, the problem cannot be solved, and the causes of the above-mentioned parts A to E affect the vertical pipes that span the multi-story, and deteriorate the performance of the entire drainage system. There was a point. An object of the present invention is to provide a drainage joint for deployment that solves the above-mentioned various problems.
この発明の展開用排水継手は、既成の各排水システムが
水平展開の横枝管と、これを受けた排水立管の接続用継
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立管に流入する
排水に旋回流を与えながら下流側排水立管の内周面に沿
って管壁流を発生させるように継手胴部が径大で且つ該
継手胴部の下流側が漸次先細状となる形状に形成され、
その継手胴部内には、上記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下流側へ導くための跳水防止用の
整流板を設けると共に、上記継手胴部の上端部には、多
量排水あるいは洗剤泡等による管内気圧の変動に対して
空気を供給または排出させるための返し通気管用接続口
を設けたことを特徴とする。 また、本発明の展開用排水継手は、これを継手内管と継
手外管とからなる二層管式として、他は上記と同様に構
成することによって、二層立管システムにも適用可能と
したことを特徴とする。The drainage joint for deployment of the present invention is a pipe for connecting a horizontal branch pipe in which each existing drainage system is horizontally deployed and a drainage vertical pipe that receives the horizontal branch pipe, which are connected by T-shaped pipes or TY-shaped pipes. In contrast to the method, the diameter of the joint body is large so that the swirl flow is given to the drainage flowing from the horizontally expanded horizontal main pipe to the drainage vertical pipe, and the pipe wall flow is generated along the inner peripheral surface of the downstream side drain vertical pipe. And, the downstream side of the joint body is formed in a gradually tapering shape,
A straightening plate for preventing jumping is provided in the joint body for suppressing jumping of inflow and drainage from the horizontal main pipe and for promptly guiding the inflow and drainage to the downstream side without blocking the inflow connection port of the horizontal main pipe. At the same time, a return vent pipe connection port is provided at the upper end of the joint body for supplying or discharging air in response to fluctuations in the pipe internal pressure due to large amounts of drainage or detergent bubbles. Further, the expansion drainage joint of the present invention can be applied to a two-layer standing pipe system by configuring the drainage joint as a two-layer pipe type consisting of a joint inner pipe and a joint outer pipe in the same manner as above. It is characterized by having done.
この発明における展開用排水継手は、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立管から横主管へ移流
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、かつ複雑化する配管方
式を単純化し、もって、施工の簡略化をも図る。 即ち、継手胴部の軸心に対して接線方向より流入した排
水は、継手胴部内壁に深い角度で衝突し、そのまま継手
胴部の内壁に沿う旋回流となり、下流側が漸次先細状と
なる上記継手胴部の下流部によって旋回流を増幅させな
がら、上記継手胴部を受ける下流側排水立管に沿って管
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、排水
騒音の発生および落下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、展開配管部分によって流れの方向を替えても旋
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流通が維持で
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、上記継手胴部内の跳水防止用の整流板によっ
て、横主管から継手胴部内に流入して該継手胴部内壁に
衝突した排水の跳ね上がりが抑えられるので、上記横主
管の流入接続口の閉塞を未然に確実に防ぐことができる
と共に、継手胴部内の流入排水を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、上記継手胴部の上部の返し通
気管用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 deployment in the present invention has the above-mentioned configuration, and the drainage pipe for drainage of each floor extending to the multi-storey floor, the drainage horizontal main pipe for receiving the drainage pipe, and the flow of the drainage when advancing from the lowest floor vertical pipe to the horizontal main pipe By controlling the drainage system,
The problems related to the ventilation system will be eliminated, and the complicated piping system will be simplified, and the construction will be simplified. That is, the drainage flowing in from the tangential direction to the axis of the joint body collides with the inner wall of the joint body at a deep angle, becomes a swirling flow along the inner wall of the joint body, and the downstream side becomes gradually tapered. A pipe wall flow is formed along the downstream drainage pipe that receives the joint body while amplifying the swirling flow by the downstream portion of the joint body. The flow velocity of the wastewater forming the pipe wall flow is reduced due to its viscosity, which suppresses the jumping phenomenon and also produces a drainage noise and a drop impact, thereby providing a silent effect. Moreover, even if the flow direction is changed by the expansion piping part, a swirling flow forms a ventilation core in the vertical pipe system, the expansion system, and the horizontal main pipe system, so that smooth mutual flow can be maintained throughout the drainage system. , It is kept at about atmospheric pressure, and it is possible to prevent the sealing water from breaking down. Further, in particular, by the flow control plate for preventing jumping in the joint body, since jumping up of the drainage flowing into the joint body from the horizontal main pipe and colliding with the inner wall of the joint body is suppressed, the inflow connection port of the horizontal main pipe In addition to being able to reliably prevent blockage, it quickly guides the inflowing drainage in the joint body to the downstream side, and in case of abnormal pressure rise in the pipe pressure of each drainage system due to a large amount of drainage or detergent foam, etc. The pressure balance is maintained by replenishing or discharging air from the double-layered ventilation path through the return ventilation connection port at the top of the section and the ventilation tube.
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展開用排
水継手を示す断面図、第2図はその横断面図、第3図は
第1図のIII−III線矢視図であり、第9図と同一または
相当部分には同一符号を付して重複説明を省略する。 図示の展開用排水継手10において、この継手胴部の周
壁適所には横主管9の横向き接続口管部11が設けられ
ている。 この横向き接続口管部11は、上記横主管9からの流入
排水を上記展開用排水継手10の内壁に沿って旋回流さ
せるべく第3図示のごとく軸心に対する偏心位置に開口
形成されている。 また、上記展開用排水継手10の下端部には下流側排水
立管15の接続口管部12が設けられている。 さらに、上記展開用排水継手10の上端部には返し通気
管用接続口13が設けられている。 かかる展開用排水継手10は、この継手胴部が、上記横
主管9および下流側排水立管15の管径よりも径大に形
成されると共に、継手胴部の上端部から下流側にかけて
漸次先細状となるホッパー状は漏斗状またはこれに類す
る形状に形成されている。 そして、展開用排水継手10の継手胴部内の上部には、
その内周面に沿う螺旋状をなした跳水防止用の整流板1
4が設けられている。 この跳水防止用の整流板14は、上記横主管9から上記
展開用排水継手10内に流入する排水が該展開用排水継
手10の内壁に衝突して跳ね上がるのを防止する。 尚、上記展開用排水継手10の下流側胴壁内周面には、
上記横主管9からの流入排水を旋回流させながら案内流
下させるための螺旋案内路を設けてもよい。 第4図はこの発明の第2実施例による二層式展開用排水
継手10の縦断面図、第5図はその横断面図、第6図は
第4図のVI−VI線矢視図である。 この第2実施例による展開用排水継手10は、内管10
Aと外管10Bとによる二層管構造となっている。その
内管10Aに横向き接続口管部11が設けられている。 従って、この第2実施例の場合、上記内管10Aと外管
10Bとの間で通気経路が形成され、この通気経路は通
気管を介して大気中に開放されている。尚、この第2実
施例におけるその他の構成は第1実施例の場合と同じで
ある。 かかる第2実施例の展開用排水継手10は、第8図に示
す二層立管システムに適用される。この第8図の二層立
管システムは第9図の二層立管システムに対応したもの
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を省略する。 即ち、第8図示の二層立管システムは、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
の内外管の相互間で大気中に開放された通気経路を形成
しているため、第9図における通気管5が不要となって
いる。また、第8図の二層立管システムにおける横主管
9および敷地内横主管等17は単管となっている。 従って、第4図〜第6図に示す上記第2実施例の展開用
排水継手10にあっては、その内管10Aの胴部偏心位
置に接続された単管の横向き接続口管部11に第8図の
横主管9が接続され、且つ内外二層管構造となっている
下端接続口管部12に第8図で二層管構造となっている
下流側排水立管15の内管と外管が接続されている。 第7図はこの発明の第3実施例による二層式展開用排水
継手10の縦断面図である。 この第3実施例における展開用排水継手10の横向き接
続口管部11は、内管11aと外管11bとから成る二
層管構造となっている。 従って、この第3実施例の展開用排水継手10を適用す
る排水システムでは、排水系全体を二層管システムとし
て構成するため、第8図における横主管9を第7図示の
ように内管9aと外管9bとによる二層管構造とし、こ
れらの内管9aと外管9bが上記展開用排水継手10の
横向き接続口管部11の内管11aと外管11bに接続
される。 この第3実施例のその他の構成も第1実施例の場合と同
じである。 尚、上記第3実施例による展開用排水継手10の横向き
接続口管部11は二層管構造となっているが、その内管
11aに第8図の単管より成る横主管9を接続し、外管
11bは大気中に通気管を介して開放してもよい。ま
た、上記第2実施例および第3実施例の展開用排水継手
10における下端接続口管部12も二層管構造となって
いるが、それらの下端接続口管部12の内管12aのみ
に単管の下流側排水立管15を接続し、外管12bは大
気中に通気管を介して開放してもよい。An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view showing a single pipe type expansion drainage joint according to a first embodiment of the present invention, FIG. 2 is a lateral sectional view thereof, and FIG. 3 is a view taken along the line III-III of FIG. Therefore, the same or corresponding portions as those in FIG. 9 are designated by the same reference numerals and the duplicate description will be omitted. In the illustrated drainage joint 10 for deployment, a lateral connection port pipe portion 11 of the horizontal main pipe 9 is provided at an appropriate position on the peripheral wall of the joint body portion. The lateral connection port pipe portion 11 is formed at an eccentric position with respect to the axis as shown in FIG. 3 so as to swirl the inflowing and draining water from the horizontal main pipe 9 along the inner wall of the deploying drainage joint 10. Further, a connection port pipe portion 12 of the downstream side drainage vertical pipe 15 is provided at the lower end portion of the above-mentioned expansion drainage joint 10. Further, a return vent pipe connection port 13 is provided at the upper end of the expansion drainage joint 10. In the expansion drainage joint 10, the joint body is formed to have a diameter larger than the diameters of the horizontal main pipe 9 and the downstream drainage vertical pipe 15, and the taper is gradually tapered from the upper end of the joint body to the downstream side. The hopper shape is a funnel shape or a similar shape. And, in the upper part in the joint body of the drainage joint 10 for deployment,
Rectifier plate 1 for preventing jumping in a spiral shape along the inner peripheral surface thereof
4 are provided. This jump preventing flow regulating plate 14 prevents the drainage flowing from the horizontal main pipe 9 into the expansion drain joint 10 from colliding with the inner wall of the expansion drain joint 10 and jumping up. Incidentally, on the inner peripheral surface of the downstream side wall of the deployment drainage joint 10,
A spiral guide path may be provided for guiding and flowing down the inflowing and draining water from the horizontal main pipe 9 while swirling the swirling flow. FIG. 4 is a vertical sectional view of a two-layer deployment drainage joint 10 according to a second embodiment of the present invention, FIG. 5 is a transverse sectional view thereof, and FIG. 6 is a view taken along the line VI-VI of FIG. is there. The drainage joint 10 for deployment according to the second embodiment is an inner pipe 10
It has a two-layer pipe structure composed of A and the outer pipe 10B. The inner pipe 10A is provided with a lateral connection port pipe portion 11. Therefore, in the case of the second embodiment, a ventilation path is formed between the inner tube 10A and the outer tube 10B, and this ventilation path is open to the atmosphere through the ventilation tube. The rest of the configuration of the second embodiment is the same as that of the first embodiment. The expansion drainage joint 10 of the second embodiment is applied to the two-layer standing pipe system shown in FIG. The two-layer standing pipe system shown in FIG. 8 corresponds to the two-layer standing pipe system shown in FIG. 9, and the same or corresponding parts in these two systems will be denoted by the same reference numerals and duplicate description will be omitted. That is, the two-layer vertical pipe system shown in 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, Since the ventilation path open to the atmosphere is formed between the inner and outer tubes, the ventilation tube 5 in FIG. 9 is unnecessary. In addition, the horizontal main pipe 9 and the horizontal main pipes 17 in the site in the two-layer vertical pipe system of FIG. 8 are single pipes. Therefore, in the expansion drainage joint 10 of the second embodiment shown in FIGS. 4 to 6, the lateral connection port pipe portion 11 of the single pipe connected to the body portion eccentric position of the inner pipe 10A thereof is used. The inner pipe of the downstream drainage vertical pipe 15 having the two-layer pipe structure in FIG. 8 is connected to the lower end connection port pipe portion 12 having the two-layer pipe structure of the inner and outer sides to which the horizontal main pipe 9 of FIG. 8 is connected. The outer tube is connected. FIG. 7 is a vertical cross-sectional view of a two-layer deployment drainage joint 10 according to the third embodiment of the present invention. The lateral connection pipe portion 11 of the expansion drainage joint 10 in the third embodiment has a two-layer pipe structure including an inner pipe 11a and an outer pipe 11b. Therefore, in the drainage system to which the deployment drainage joint 10 of the third embodiment is applied, the entire drainage system is configured as a two-layer pipe system, so that the horizontal main pipe 9 in FIG. The outer pipe 9b and the outer pipe 9b have a two-layer pipe structure, and the inner pipe 9a and the outer pipe 9b are connected to the inner pipe 11a and the outer pipe 11b of the lateral connection port pipe portion 11 of the expansion drainage joint 10 described above. The other structure of the third embodiment is the same as that of the first embodiment. Although the lateral connection port pipe portion 11 of the expansion drainage joint 10 according to the third embodiment has a two-layer pipe structure, the inner main pipe 11a is connected with the horizontal main pipe 9 made of a single pipe shown in FIG. The outer tube 11b may be opened to the atmosphere via a ventilation tube. Further, although the lower end connection port pipe portion 12 in the expansion drainage joint 10 of the second embodiment and the third embodiment also has a two-layer pipe structure, only the inner pipe 12a of the lower end connection pipe portion 12 thereof. The single-pipe downstream drainage vertical pipe 15 may be connected, and the outer pipe 12b may be opened to the atmosphere via a ventilation pipe.
以上のように、この発明の展開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、これを受ける水
平展開の横主管および最下階排水立管から横主管へ移流
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、複雑化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、展開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、該継手胴部の漸次
先細形状となった下流部によって旋回流を増幅させなが
ら、上記継手を受ける下流側排水立管に沿って該管壁流
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、ジャンピング現象を抑え
るほか、排水騒音の発生および落下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、展開配管部分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流通が維持で
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、展開用排水継手内の跳水防止用の整流板によ
って、横主管から展開用排水継手内に流入して該継手胴
部内壁に衝突した排水の跳ね上がりが抑えられるので、
上記横主管の流入接続口の閉塞を未然に確実に防ぐこと
ができると共に、継手胴部内の流入排水を速やかに下流
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、上記継手胴部の上部の
返し通気管用接続口より通気管を介して、二層管構造の
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 drainage joint for expansion of the present invention, the vertical pipes for drainage of each floor extending to the multi-storey floors, the horizontal main pipes for horizontal deployment that receives the drainage pipes, and the drainage vertical pipes for the lowest floor are advected to the horizontal main pipes. By controlling the flow of drainage when
It is possible to solve the conventional problems in the ventilation system, simplify the complicated piping system, and thus simplify the construction. That is, the drainage that has flowed in from the tangential direction to the axial center of the deployment drain joint 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, and the tapered shape of the joint body gradually increases. While the swirling flow is amplified by the downstream portion, the pipe wall flow is formed along the downstream drainage vertical pipe that receives the joint. The flow velocity of the wastewater forming the pipe wall flow is reduced due to its viscosity, which suppresses the jumping phenomenon and also produces a drainage noise and a drop impact, thereby providing a silent effect. Moreover, even if the flow direction is changed by the expansion piping part, 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 flow can be maintained throughout the drainage system. , It is kept at about atmospheric pressure, and it is possible to prevent the sealing water from breaking down. Further, in particular, by the flow control plate for preventing jumping in the expansion drain joint, because the splash of the drainage flowing from the horizontal main pipe into the deployment drain joint and colliding with the joint body inner wall is suppressed,
It is possible to surely prevent the inflow connection port of the horizontal main pipe from being blocked, and quickly guide the inflow drainage in the joint body to the downstream side to abnormally raise the pipe pressure of each drainage system due to a large amount of drainage or detergent bubbles. With respect to the above, there is an effect that the pressure balance is maintained by supplying or exhausting air from the ventilation passage of the double-layer pipe structure through the ventilation pipe from the connection port for the return ventilation pipe in the upper part of the joint body.
第1図はこの発明の第1実施例による単管式の展開用排
水継手を示す断面図、第2図はその横断面図、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
施例による二層管構造の展開用排水継手の縦断面図、第
5図はその横断面図、第6図は第4図のVI−VI線矢視
図、第7図はこの発明の第3実施例による二層管構造の
展開用排水継手を示す縦断面図、第8図はこの発明の実
施例による二層立管システムの配管構成図、第9図は従
来の二層式排水システムの配管構成図である。 図において、1は上流側排水立管、3は中間継手、9は
横主管、10は展開用排水継手、13は返し通気管用接
続口、14は整流板、15は下流側排水立管、16は最
下階脚部継手、17は敷地内横主管である。FIG. 1 is a sectional view showing a single pipe type expansion drainage joint according to a first embodiment of the present invention, FIG. 2 is a lateral sectional view thereof, and FIG. 3 is a view taken along the line III-III of FIG. 4 is a longitudinal sectional view of a drainage joint for deploying a two-layer pipe structure according to a second embodiment of the present invention, FIG. 5 is its transverse sectional view, and FIG. 6 is a view taken along the line VI-VI of FIG. FIG. 7 is a longitudinal sectional view showing a drainage joint for deploying a two-layer pipe structure according to a third embodiment of the present invention, and FIG. 8 is a piping configuration diagram of a two-layer vertical pipe system according to an embodiment of the present invention, and FIG. The figure is a piping configuration diagram of a conventional two-layer drainage system. In the figure, 1 is an upstream drainage pipe, 3 is an intermediate joint, 9 is a horizontal main pipe, 10 is a drainage joint for deployment, 13 is a return ventilation pipe connection port, 14 is a straightening plate, 15 is a downstream drainage pipe, 16 Is a leg joint on the lowest floor, and 17 is a horizontal main pipe on the site.
Claims (3)
立管に脚部継手を介して接続され水平展開された横主管
を継手胴部の側面に接続し、且つ、上記継手胴部の下端
部に下流側排水立管を接続する排水配管の展開用排水継
手において、この展開用排水継手は、その軸心線に対し
て接線方向より前記横主管からの排水を流入させて該流
入排水に旋回流を与えながら、上記下流側排水立管の内
周面に沿って管壁流を発生させるように、上記横主管か
らの接続口管部を継手胴部の軸心に対する偏心位置に形
成すると共に、上記継手胴部が上記横主管および上記下
流側排水立管の管径よりも径大で且つ該継手胴部の下流
側が漸次先細状となる形状に形成され、その継手胴部内
には、上記横主管からの流入排水の跳ね上がりを抑え、
該横主管の上記接続口管部を塞ぐことなく、上記流入排
水を速やかに下流側へ導くための跳水防止用の整流板を
設けると共に、上記継手胴部の上端側には、多量排水あ
るいは洗剤泡等による管内気圧の変動に対して空気を供
給または排出させるための返し通気管用接続口を設けた
ことを特徴とする展開用排水継手。1. A horizontal main pipe, which is connected to an upstream drainage vertical pipe of a drainage system of each floor spanning multiple floors through a leg joint and is horizontally expanded, is connected to a side surface of the joint barrel, and the joint barrel is also provided. In the drainage joint for deploying the drainage pipe that connects the downstream side drainage pipe to the lower end of the portion, this drainage joint for deployment allows the drainage from the horizontal main pipe to flow in from a tangential direction with respect to the axis thereof. While giving a swirl flow to the inflow and outflow, generate a pipe wall flow along the inner peripheral surface of the downstream drainage vertical pipe so that the connection port pipe part from the horizontal main pipe is eccentric to the axial center of the joint body part. In addition, the joint body is formed in a shape in which the diameter of the joint body is larger than the diameters of the lateral main pipe and the downstream drainage vertical pipe and the downstream side of the joint body is gradually tapered. Suppresses the inflow of drainage from the horizontal main pipe,
A rectifying plate for preventing jumping is provided for promptly guiding the inflow drainage to the downstream side without blocking the connection port pipe portion of the horizontal main pipe, and a large amount of drainage or detergent is provided on the upper end side of the joint body. A drainage joint for deployment, which is provided with a return vent pipe connection port for supplying or discharging air in response to fluctuations in the pipe internal pressure due to bubbles or the like.
水平展開用の横主管を接続し、且つ、上記継手胴部の上
端部には返し通気管用接続口を設けた単管構成となって
いることを特徴とする特許請求の範囲第1項に記載の展
開用排水継手。2. The expansion drainage joint has a single pipe structure in which a horizontal main pipe for horizontal expansion is connected to a side surface of the joint body portion, and a return vent pipe connection port is provided at an upper end portion of the joint body portion. The drainage joint for deployment according to claim 1, characterized in that
立管に脚部継手を介して接続され水平展開された横主管
を継手胴部の側面に接続し、且つ、上記継手胴部の下端
部に下流側排水立管を接続する排水配管の展開用排水継
手において、この展開用排水継手は、上記横主管または
上記横主管の内管と、下流側排水立管または下流側排水
立管の内管とを接続する継手内管と、上記横主管または
上記横主管の外管と、下流側排水立管または下流側排水
立管の外管とを接続して、上記継手内管との間で上流側
と下流側の通気経路を形成する継手外管とからなり、上
記継手内管は、その軸心線に対して接線方向より前記横
主管からの排水を流入させて該流入排水に旋回流を与え
ながら、上記下流側排水立管の内周面に沿って管壁流を
発生させるように、上記横主管からの接続口管部を周壁
の軸心に対する偏心位置に形成すると共に、上記周壁が
上記横主管または上記横主管の内管および上記下流側排
水立管または上記下流側排水立管の内管の管径よりも径
大で、且つ、該周壁の下流側が漸次先細状となる形状に
形成され、その継手内管の周壁内には、上記横主管から
の流入排水の跳ね上がりを抑え、該横主管の上記接続口
管部を塞ぐことなく、上記流入排水を速やかに下流側へ
導くための跳水防止用の整流板を設けると共に、上記継
手外管の上端側には、多量排水あるいは洗剤泡等による
管内気圧の変動に対して空気を供給または排出させるた
めの返し通気管用接続口を設けたことを特徴とする二層
管式の展開用排水継手。3. A horizontal main pipe, which is connected to an upstream drainage vertical pipe of a drainage system of each floor extending to a multi-story floor through a leg joint and is horizontally expanded, is connected to a side surface of the joint barrel, and the joint barrel In the drainage joint for deployment of the drainage pipe that connects the downstream drainage vertical pipe to the lower end of the section, the deployment drainage joint includes the horizontal main pipe or the inner pipe of the horizontal main pipe, and the downstream drainage vertical pipe or the downstream drainage pipe. A joint inner pipe connecting the inner pipe of the standing pipe, an outer pipe of the lateral main pipe or the lateral main pipe, and an outer pipe of the downstream drainage standing pipe or the downstream drainage standing pipe, and the joint inner pipe And an outer joint pipe forming a ventilation path on the upstream side between the inner pipe and the inner pipe, the joint inner pipe is made to flow in the drainage from the horizontal main pipe in a tangential direction with respect to the axis of the joint. While giving a swirl flow to the drainage, generate a pipe wall flow along the inner peripheral surface of the downstream drainage vertical pipe. While forming the connection port pipe portion from the horizontal main pipe in an eccentric position with respect to the axial center of the peripheral wall, the peripheral wall of the horizontal main pipe or the inner pipe of the horizontal main pipe and the downstream drainage vertical pipe or the downstream drainage vertical pipe The diameter of the inner pipe is larger than that of the inner pipe, and the downstream side of the peripheral wall is formed in a gradually tapering shape, and the joint inner pipe has a peripheral wall in which the splash of inflow and drainage from the lateral main pipe is suppressed, A straightening plate for preventing jumping is provided for promptly guiding the inflow drainage to the downstream side without blocking the connection port pipe portion of the horizontal main pipe, and a large amount of drainage or detergent is provided on the upper end side of the joint outer pipe. A double-layer pipe type drainage joint for deployment, which is provided with a return ventilation pipe connection port for supplying or discharging air in response to fluctuations in the pipe internal pressure due to bubbles or the like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63296358A JPH063277B2 (en) | 1988-11-25 | 1988-11-25 | Deployment drainage fitting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63296358A JPH063277B2 (en) | 1988-11-25 | 1988-11-25 | Deployment drainage fitting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02142993A JPH02142993A (en) | 1990-06-01 |
| JPH063277B2 true JPH063277B2 (en) | 1994-01-12 |
Family
ID=17832519
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63296358A Expired - Lifetime JPH063277B2 (en) | 1988-11-25 | 1988-11-25 | Deployment drainage fitting |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH063277B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04126969U (en) * | 1991-05-08 | 1992-11-19 | 株式会社クボタ | Drainage horizontal main pipe offset upper joint |
| JP2563183Y2 (en) * | 1991-05-08 | 1998-02-18 | 株式会社クボタ | Drain horizontal main pipe offset structure |
| JP2631436B2 (en) * | 1992-07-24 | 1997-07-16 | 徳厚 小島 | Drain stack fittings |
| JP2002220862A (en) * | 2001-01-24 | 2002-08-09 | Sekisui Chem Co Ltd | Drainage Stack Offset Fitting |
| CN115853079A (en) * | 2022-11-11 | 2023-03-28 | 厦门铱科卫浴科技有限公司 | Flow mixer |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| LU67841A1 (en) * | 1973-06-21 | 1975-08-20 | ||
| JPS5438725B2 (en) * | 1974-04-08 | 1979-11-22 | ||
| JPS6011798A (en) * | 1983-06-29 | 1985-01-22 | 株式会社クボタ | Drainage collecting pipe |
| JPH06103074B2 (en) * | 1986-09-10 | 1994-12-14 | 三菱樹脂株式会社 | Collective drain joint |
| JPS63125735A (en) * | 1986-11-14 | 1988-05-28 | 株式会社 西原衛生工業所 | Joint for two-layered pipe |
-
1988
- 1988-11-25 JP JP63296358A patent/JPH063277B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02142993A (en) | 1990-06-01 |
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