JP2002121787A - Drain system in building - Google Patents

Drain system in building

Info

Publication number
JP2002121787A
JP2002121787A JP2000316294A JP2000316294A JP2002121787A JP 2002121787 A JP2002121787 A JP 2002121787A JP 2000316294 A JP2000316294 A JP 2000316294A JP 2000316294 A JP2000316294 A JP 2000316294A JP 2002121787 A JP2002121787 A JP 2002121787A
Authority
JP
Japan
Prior art keywords
pipe
drainage
fluid
joint
junction
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.)
Pending
Application number
JP2000316294A
Other languages
Japanese (ja)
Inventor
Norihiro Furukawa
悟弘 古川
Nobuyuki Tsukagoshi
信行 塚越
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP2000316294A priority Critical patent/JP2002121787A/en
Publication of JP2002121787A publication Critical patent/JP2002121787A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pipe Accessories (AREA)
  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)
  • Sink And Installation For Waste Water (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a drain system for building to be mainly applied to a multiple dwelling house. SOLUTION: This drain system comprises a falling main pipe penetrating floors, apparatus drain pipes introduced from kitchen and sanitary apparatuses in each floor, and a confluent part joint for connecting the apparatus drain pipes to the falling main pipe. The level of the confluent part joint is set to be lower than the level of a floor slab on the draining floor to provide a vertical speed component to fluid in the apparatus drain pipe for letting it to be combined with fluid in the falling main pipe. The apparatus drain pipes are disposed roughly at a constant interval around the falling main pipe to be connected to the confluent part joint. An inner wall of the confluent part joint is formed as a concave surface toward a center part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主として集合住宅
における新しい建築排水システムに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a new construction drainage system mainly for an apartment house.

【0002】[0002]

【従来の技術】従来の集合住宅の建築排水システムは、
通常は排水立て管(以下、立て管という)に対し、台所
や洗面台等の各階の水周り器具からの排水は器具排水管
(以下、排水管という)に接続し、立て管に対して若干
の勾配を持たせて合流部継手(以下、継手という)に導
き、水回り器具と同じ階にて合流させるのが一般的であ
った。そして、この合流部にあっては立て管に対して直
角に合流させるかやや斜めに傾斜させつつ合流させる
が、この継手は容量の大きなものを用い、特に水平断面
積の大きいものを必要としていた。このため、継手の重
量も重くまた高価なものでもあった。そしてスペース的
にも広いスペースを必要とし設計の自由度は失われがち
であった。更に言えば、排水管は太く、かつ基準勾配を
守る必要があり建築計画上ネックとなっており、排水管
内の詰まりや老朽化による水漏れが起きても建築物の内
装を壊さなければ改修できず、排水管の更新は使用中断
と莫大な費用負担を強いられる。
2. Description of the Related Art A conventional building drainage system for a condominium is:
Normally, drainage from the plumbing equipment on each floor, such as a kitchen or wash basin, is connected to the drainage pipe (hereinafter referred to as drainage pipe). In general, it was led to a junction joint (hereinafter, referred to as a joint) with a gradient of and joined on the same floor as the plumbing fixture. Then, at this junction, they merge at right angles to the standpipe or merge at a slight angle, but this joint uses a large capacity, especially one with a large horizontal cross-sectional area. . For this reason, the joint was heavy and expensive. In addition, a large space is required, and the degree of freedom in design tends to be lost. Furthermore, drainage pipes must be thick and obey standard slopes, which is a bottleneck in architectural planning. Even if water leaks due to clogging or aging of drainage pipes, repairs can be made without destroying the interior of the building. In addition, renewal of drainage pipes has to be discontinued and enormously costly.

【0003】言い換えれば、従来の建築排水システムで
は排水管内を流れる流体の垂直速度成分は極端に小さ
く、立て管との合流部では排水管内の流体の占める対立
て管断面占有率が非常に大きく、立て管内を下降する流
体との合流の際の通気抵抗が異常に大きくなる。このた
め、排水管を流れる流体の合流時に起こる立て管内を流
れる流体への干渉によりトラップ破封や異常音の原因で
ある管内負圧の増大を伴うこととなる。このような欠点
は、基本的には各階を貫く立て管内を流れる流体の垂直
速度と、各階での各種器具からの排水である横方向に流
れる流体の垂直速度成分が、その合流の地点即ち継手に
て大きく異なるのが負圧の発生原因となり、このための
トラップの破封や異常音を生ずることになる。このた
め、継手を大きくする必要がありコストアップともなっ
ていた。又、トラップの破封等を生ずれば衛生設備とし
ての適正を欠くことになり、メンテナンスの点でも大き
な負担が掛かってしまう。更に言えば、器具排水を開渠
流れとし随時立て管に合流するので管形が太く全ての部
位で管勾配を要し、設計、施工、維持管理が難しく増改
築、更新工事が極めて困難である。そして、排水管を新
しくすることは事実上できない。
[0003] In other words, in the conventional building drainage system, the vertical velocity component of the fluid flowing through the drainage pipe is extremely small, and at the junction with the standing pipe, the fluid occupied by the drainage pipe has a very large pipe cross-sectional occupancy. The ventilation resistance at the time of merging with the fluid descending in the vertical stack becomes abnormally large. For this reason, interference with the fluid flowing through the vertical pipe, which occurs when the fluids flowing through the drain pipe merge, leads to an increase in negative pressure inside the pipe, which causes trap breakage and abnormal noise. These drawbacks are basically that the vertical velocity of the fluid flowing in the vertical pipe passing through each floor and the vertical velocity component of the laterally flowing fluid that is drainage from various instruments at each floor are combined at the junction or joint. The reason for this is that a large difference is caused in the negative pressure, which results in the trap being opened and an abnormal sound being generated. For this reason, it was necessary to increase the size of the joint, which also increased the cost. In addition, if the trap is broken, the sanitary equipment is not suitable and a heavy burden is imposed on maintenance. Furthermore, since the drainage of the equipment is made into an open channel flow and merges with the vertical pipe at any time, the pipe shape is large and the pipe gradient is required at all parts, making it difficult to design, construct, maintain, and renovate and renew. . And it is virtually impossible to renew drainage pipes.

【0004】本発明者は以上のような従来の技術に鑑
み、排水管内の流体の流れを満流とする圧送・サイホン
流れとする新しい技術を提案した。即ち、既提案の内容
は、各階を貫く立て管と、各階の水周り器具から導かれ
る排水管と、立て管へこれを直接接続する継手とからな
る建築排水システムであって、前記継手のレベルを排水
床スラブのレベルより下げ、排水管内の流体に垂直速度
成分を十分に付与してから立て管内の流体に合流させる
ことを特徴とするものである。
[0004] In view of the above-mentioned conventional techniques, the present inventor has proposed a new technique in which the flow of the fluid in the drainage pipe is made to be a full-flow pressure and a siphon flow. That is, the content of the proposal is an architectural drainage system consisting of a standing pipe penetrating each floor, a drain pipe led from a plumbing fixture of each floor, and a joint directly connecting the standing pipe to the standing pipe, wherein the level of the joint is Is lowered below the level of the drainage floor slab, the vertical velocity component is sufficiently imparted to the fluid in the drainage pipe, and then combined with the fluid in the vertical pipe.

【0005】既提案の技術は、各水周り器具からの排水
は夫々独立した管にて行われ、立て管内の流体に対して
垂直速度成分を増加させて合流するためいわゆる通気抵
抗が著しく軽減されたものとなった。このため管内の負
圧発生作用は従来の建築排水システムに比べて極めて低
減されたものとなる。そして排水管内の流体はサイホン
現象による満流流れとなるために比較的細い管でよく、
しかも立て管に向かって勾配を設ける必要もなく、逆に
言えば、若干の逆勾配をなしている場合であっても排水
は十分可能となるものである。
[0005] In the proposed technique, the drainage from each plumbing device is performed in an independent pipe, and a vertical velocity component is increased to join the fluid in the vertical pipe, so that the so-called ventilation resistance is significantly reduced. It became something. For this reason, the negative pressure generating action in the pipe is extremely reduced as compared with the conventional building drainage system. And the fluid in the drainage pipe may be a relatively thin pipe because it becomes a full flow due to the siphon phenomenon,
In addition, there is no need to provide a gradient toward the standing pipe. Conversely, drainage can be sufficiently performed even with a slight reverse gradient.

【0006】[0006]

【発明が解決しようとする課題】本発明は、前記した既
提案の建築排水システムを更に改良しようとするもので
あり、具体的には、各水周り器具からの排水を立て管に
合流する継手の新たな提案である。
SUMMARY OF THE INVENTION The present invention is intended to further improve the above-mentioned proposed construction drainage system, and more specifically, a joint for joining drainage from each plumbing fixture to a vertical pipe. Is a new proposal.

【0007】[0007]

【課題を解決するための手段】本発明の特徴は、各階を
貫く排水立て管と、各階の水周り機器から導かれる器具
排水管と、排水立て管へ器具排水管を接続する合流部継
手と、からなり、前記合流部継手のレベルを排水階床ス
ラブのレベルより下げ、器具排水管内の流体に垂直速度
成分を十分に付与してから排水立て管内の流体に合流さ
せる排水システムにおいて、排水立て管を囲んでほぼ等
間隔に器具排水管を配して合流部継手に接続し、当該合
流部継手の内壁を中央部に向けて凹曲面、好ましくはコ
サインカーブで描かれる曲面としたものである。
SUMMARY OF THE INVENTION The present invention is characterized by a drain stack penetrating each floor, an appliance drain pipe guided from a plumbing device on each floor, and a junction joint for connecting the appliance drain pipe to the drain stack. In the drainage system, the level of the junction joint is lowered from the level of the drainage floor slab, the vertical velocity component is sufficiently given to the fluid in the appliance drainage pipe, and then combined with the fluid in the drainage drainpipe. An appliance drainage pipe is arranged at substantially equal intervals around the pipe and connected to the junction joint, and the inner wall of the junction joint has a concave surface facing the center, preferably a curved surface drawn by a cosine curve. .

【0008】[0008]

【発明の実施の形態】既提案の各階を貫く立て管と、各
階の水周り器具から導かれる排水管と、立て管へこれを
直接接続する継手とからなる排水システムで、継手のレ
ベルを排水床スラブのレベルより下げ、排水管内の流体
に垂直速度成分を十分に付与してから立て管内の流体に
合流させる建築排水システムにおける排水実験による
と、器具排水管の小径化と、無勾配管であるためにその
施工性の容易さと共に、床下空間の有効利用を図ること
が可能となったものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A drainage system comprising a standpipe that penetrates each floor, a drainpipe led from a plumbing device of each floor, and a joint directly connecting the standpipe to the standpipe, drains the level of the joint. According to a drainage experiment in an architectural drainage system that lowers the level below the floor slab and gives sufficient vertical velocity components to the fluid in the drainpipe, then merges with the fluid in the vertical pipe, it was found that the diameter of the instrument drainpipe was reduced, For this reason, it is possible to effectively utilize the space under the floor with ease of the workability.

【0009】そして、本発明の合流部継手を採用するこ
とにより、器具配水管からの流体と立て管からの流体と
を大きな抵抗なく合流させるものであり、合流部継手の
内壁を凹曲面とし、上方からこの部位に衝突する器具排
水管からの流体を無理なく立て管側の流体に向け、好ま
しくは立て管側の流体に対して旋回させつつしかも10
〜20度程度の角度をもって合流させるものであって、
その合流には無理なく、しかも流体と合流部継手との衝
突音も極く少なくしたものである。即ち、器具排水管か
らの流れを崩すことなく、その向きを変えることは地球
の自転に伴う旋回流を生じさせることとなり、しかもこ
れが立て管からの流体を中心として旋回流が起こること
からその合流も極めてスムーズとなるという利点があ
る。
[0009] By adopting the joint of the present invention, the fluid from the appliance water distribution pipe and the fluid from the standing pipe are joined without great resistance, and the inner wall of the joint is formed as a concave curved surface. Fluid from the instrument drain pipe which collides with this part from above is easily directed toward the riser side fluid, preferably while being swirled with respect to the riser side fluid.
To merge at an angle of about 20 degrees,
The joining is easy, and the sound of collision between the fluid and the joining joint is extremely reduced. That is, changing the direction of the flow from the instrument drainage pipe without disrupting it causes a swirl flow accompanying the rotation of the earth, and since the swirl flow occurs around the fluid from the vertical pipe, the merging occurs. Also has the advantage of being extremely smooth.

【0010】かかる凹曲面は好ましくはコサインカーブ
面にて形成されるのがよく、合流部継手の内面上部をコ
サインカーブの最大幅部とし、合流部継手の最下部をコ
サインカーブの最小幅部とし、振幅と周期の関係は1:
15〜30、好ましくは1:20〜25程度がよい。そ
して、合流部継手の内面上部直径と垂直方向の長さの比
は1.5〜2.5であるのがよい。
[0010] The concave curved surface is preferably formed by a cosine curve surface. The upper part of the inner surface of the junction is the maximum width of the cosine curve, and the lower part of the junction is the minimum width of the cosine curve. , The relationship between amplitude and period is 1:
15-30, preferably about 1: 20-25. The ratio between the diameter of the upper portion of the inner surface of the junction and the length in the vertical direction is preferably 1.5 to 2.5.

【0011】尚、器具排水管の合流部継手との接続部を
上下に可動とておけば、流体の凹曲面への衝突位置を可
変とでき、流体の向きやその流速をある程度変化させる
ことが可能であり、両流体の合流が更に円滑にできるこ
ととなる。更に、合流部継手の内面に直径5〜8mmの
半球状の突起を多数形成しておけば、表面の洗浄機能を
付加することができ、この曲面におけるスケールの発生
や滞留を阻止できることとなる。
If the connecting portion of the instrument drain pipe with the joint of the junction is movable up and down, the collision position of the fluid on the concave curved surface can be changed, and the direction of the fluid and the flow velocity thereof can be changed to some extent. It is possible, and the merging of both fluids can be further smoothly performed. Further, if a large number of hemispherical projections having a diameter of 5 to 8 mm are formed on the inner surface of the joint part, a function of cleaning the surface can be added, and the generation and stagnation of scale on this curved surface can be prevented.

【0012】排水管について言及すれば、基本的には夫
々独立したフレキシブルな管が用いられることからそれ
ほど容量の大きいものでなくともよく、例えば口径20
mmのポリブテン管で充分であり、しかも各器具への接
続はこの一種類の管で充分であるため、作業上のメリッ
トは格段に大きい。特にポリブテン管はワンタッチ接続
法が開発されており、接続もこれを利用するのが最適で
ある。更に述べれば、各器具からの排水は夫々単独でフ
レキシブル管に接続され、これが床スラブ上に置かれ、
かつこの各階よりも下がったレベルにて継手に接続され
るものである。従って、フレキシブル管は当初は水平方
向にそして次いで垂直方向に曲げられて配管されるもの
である。このため、フレキシブル管内の流体は高速満流
の状態で立て管内の流体に合流することとなったもので
ある。
When referring to the drain pipe, since the independent flexible pipes are basically used, the pipe does not need to have a large capacity.
A polybutene tube of mm is sufficient, and the connection to each instrument is sufficient with this one type of tube. In particular, a one-touch connection method has been developed for polybutene tubes, and it is optimal to use this connection method. More specifically, the drainage from each fixture is connected independently to a flexible tube, which is placed on a floor slab,
And it is connected to the joint at a level lower than each floor. Thus, flexible tubing is initially bent horizontally and then vertically bent. For this reason, the fluid in the flexible pipe merges with the fluid in the standing pipe at a high speed full flow.

【0013】[0013]

【実施例】以下、本発明の建築排水システムを図面をも
って更に詳細に説明する。図1は本建築排水システムの
概念図であり、1、2は各階における床スラブを示し、
3はパイプシャフト壁を示す。そしてこれら各階を口径
100mmの立て管4が貫いており、これに水回り器具
5からの排水管6が接続される。この図では器具として
洗面器5が示され、これに口径20mmのポリブテン管
6が接続されている。勿論、図示しない他の器具にもポ
リブテン管が接続される。このポリブテン管6は床スラ
ブ2上を横方向に無勾配に伸ばされ、立て管4に至って
その方向を下向きに変え、そのまま立て管4との合流部
継手7に接続される。このポリブテン管6はこれがその
まま伸ばされるのもよいが、曲り管8を用いて曲げ部を
構成してもよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction drainage system of the present invention will be described below in more detail with reference to the drawings. FIG. 1 is a conceptual diagram of the building drainage system, where 1 and 2 show floor slabs on each floor,
Reference numeral 3 denotes a pipe shaft wall. A standing pipe 4 having a diameter of 100 mm penetrates each floor, and a drain pipe 6 from a plumbing device 5 is connected to the standing pipe 4. In this figure, a basin 5 is shown as an instrument, to which a polybutene tube 6 having a diameter of 20 mm is connected. Of course, the polybutene tube is also connected to other devices not shown. The polybutene pipe 6 is stretched in the horizontal direction on the floor slab 2 without gradient, reaches the standpipe 4, changes its direction downward, and is connected to the joint 7 of the junction with the standpipe 4 as it is. The polybutene tube 6 may be stretched as it is, or a bent portion may be formed by using a bent tube 8.

【0014】合流部継手7はこの例では階下の床スラブ
1の近くに備えられており、立て管4に対してその周囲
に立設された周設管7bにポリブテン管6の先端が接続
される。即ち、合流部継手7は立て管4を囲んでその周
囲に周設管7bを複数備えたものであり、この周設管7
bには例えば後述するプッシュロックが装着され、ポリ
ブテン管6の先端が接続される。
In this example, the joint 7 is provided near the floor slab 1 downstairs, and the tip of the polybutene pipe 6 is connected to a peripheral pipe 7b erected around the standpipe 4. You. That is, the junction joint 7 surrounds the standing pipe 4 and includes a plurality of peripheral pipes 7b around the standing pipe 4.
For example, a push lock described later is attached to b, and the tip of the polybutene tube 6 is connected to b.

【0015】この例にあって床スラブ2から合流部継手
7までの高低差は2.5mである。従って、立て管4内
の排水流体は垂直方向に加速して(ほぼ一定の流速にな
っている)垂直落下するのに対し、各階の各器具からの
排水流体はポリブテン管6によって床スラブ2上を横方
向に流れ、次いで合流部継手7との落差(2.5m)に
よって垂直方向の速度成分を増し、合流部継手7内にて
立て管4の流体と合流するものであって、ここに両者の
合流は無理なく行われる。
In this example, the height difference from the floor slab 2 to the junction 7 is 2.5 m. Therefore, the drainage fluid in the stack pipe 4 is accelerated in the vertical direction and falls vertically (having a substantially constant flow rate), whereas the drainage fluid from the appliances on each floor is discharged onto the floor slab 2 by the polybutene pipe 6. Flows laterally, and then increases the velocity component in the vertical direction by a drop (2.5 m) from the junction joint 7, and merges with the fluid of the vertical pipe 4 in the junction joint 7. The merging of both is done without difficulty.

【0016】さて、図2は合流部継手7の断面図であ
り、上部は中央に立て管4が嵌め込まれる中央上管7d
とその周囲に排水管6と連接される周設管7bが形成さ
れた蓋部7Aである。そして、下部は立て管に連接され
る中央下管7Bであって、その間を断面内面7fがコサ
インカーブをもって構成された逆釣り鐘状筒体7Cをも
って連結されたものである。この例では、逆釣り鐘状筒
体7Cは1/4周期のコサインカーブ曲線をなす内面7
fをなしたもので、その長さは蓋部7Aの直径Dに対し
て略2倍の長さ(2D)としたものである。従って、排
水管6から流下する排水はこのコサインカーブ面7fに
衝突して、その向きを中央にむけて僅かに変化するもの
であり、ここで中央の流体(点線)に対してその周囲に
て旋回流が形成され、これがそのまま合流することにな
る。
FIG. 2 is a cross-sectional view of the joint 7 of the converging portion.
And a lid 7A around which a peripheral pipe 7b connected to the drain pipe 6 is formed. The lower portion is a central lower tube 7B connected to the upright tube, between which a cross-section inner surface 7f is connected by a reverse bell-shaped cylindrical body 7C having a cosine curve. In this example, the inverted bell-shaped cylindrical body 7C has an inner surface 7 that forms a cosine curve curve with a quarter period.
f, the length of which is approximately twice as long (2D) as the diameter D of the lid 7A. Therefore, the waste water flowing down from the drain pipe 6 collides with the cosine curve surface 7f and changes its direction slightly toward the center. A swirling flow is formed, which merges as it is.

【0017】尚、周設管7bは蓋部7Aとの間でスライ
ド可能としておくのが好ましく、これによってコサイン
カーブ面7fとの衝突位置を変えることが可能となった
ものである。又、蓋部7Aと逆釣り鐘状筒体7Cは取り
外し可能とされるのが好ましく、これによってメンテナ
ンスも容易となる。
It is preferable that the peripheral pipe 7b be slidable with the lid 7A, so that the collision position with the cosine curve surface 7f can be changed. Further, it is preferable that the lid 7A and the inverted bell-shaped cylindrical body 7C can be detached, thereby facilitating maintenance.

【0018】尚、図3は本発明の排水管同士、排水管と
合流部継手の立穴、排水管と器具側の管との接続に好適
に用いられるプッシュロック機構20である。即ち、ソ
ケット21内にグラブリング22、ワッシャー23、O
ーリング24、及びこれらを支持するキャップ25がソ
ケット21に螺着されている。このソケット21には雌
ねじ部26が形成され、これが例えば図示しないが水回
りの器具側の管に接続される。一方、キャップ25に先
端内側にカラー27を嵌め込んだポリブテン管6を差し
込み、グラブリング22がポリブテン管6の外側に食い
込んで接続されることとなる。この両者の接続は確実で
その作業もいたって簡単となる。
FIG. 3 shows a push lock mechanism 20 suitably used for connecting drainage pipes of the present invention, drainage pipes and uprights at joints of junctions, and connection between drainage pipes and pipes on the instrument side. That is, the grab ring 22, the washer 23, the O
A ring 24 and a cap 25 for supporting them are screwed to the socket 21. The socket 21 is formed with a female thread portion 26, which is connected to, for example, a pipe (not shown) on the instrument side around the water. On the other hand, the polybutene tube 6 in which the collar 27 is fitted inside the tip of the cap 25 is inserted, and the grab ring 22 cuts into the outside of the polybutene tube 6 and is connected. The connection between the two is secure and the work is very simple.

【0019】[0019]

【発明の効果】本発明は上記のように立て管における流
体に排水管からの流体を旋回させつつ合流するものであ
り、その合流は無理なくなされるもので、メンテナンス
を容易としただけでなく、排水時の騒音をも減少したも
のである。
According to the present invention, as described above, the fluid from the drain pipe is swirled with the fluid in the vertical pipe, and the merge is made without difficulty. Also, noise during drainage has been reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】図1は建築排水システムの概念図である。FIG. 1 is a conceptual diagram of a building drainage system.

【図2】図2は本発明の合流部継手の一例を示す側面図
である。
FIG. 2 is a side view showing an example of the joint of the junction according to the present invention.

【図3】図3はプッシュロック機構を示す断面図であ
る。
FIG. 3 is a sectional view showing a push lock mechanism.

【符号の説明】[Explanation of symbols]

1、2‥床スラブ、 3‥パイプシャフト壁、 4‥立て管、 5‥水回り器具、 6‥排水管(ポリブテン管)、 7‥合流部継手、 7A‥蓋部、 7B‥中央下管、 7C‥逆釣り鐘状筒体、 7b‥周設管、 7d‥中央上管、 7f‥内面、 8‥曲り管、 20‥プッシュロック機構、 21‥ソケット、 22‥グラブリング、 23‥ワッシャー、 24‥Oーリング、 25‥キャップ、 26‥雌ねじ部、 27‥カラー。 1, 2 floor slab, 3 pipe shaft wall, 4 riser pipe, 5 plumbing fixture, 6 drainage pipe (polybutene pipe), 7 junction joint, 7A lid, 7B lower central pipe, 7C reverse bell-shaped tubular body, 7b perimeter pipe, 7d central upper pipe, 7f inner surface, 8 bend pipe, 20 push-lock mechanism, 21 socket, 22 grabbling, 23 washer, 24 O-ring, 25mm cap, 26mm internal thread, 27mm collar.

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成12年11月8日(2000.11.
8)
[Submission date] November 8, 2000 (200.11.
8)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図1[Correction target item name] Fig. 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【手続補正2】[Procedure amendment 2]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図2[Correction target item name] Figure 2

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図2】 FIG. 2

【手続補正3】[Procedure amendment 3]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図3[Correction target item name] Figure 3

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図3】 FIG. 3

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 各階を貫く排水立て管と、各階の水周り
機器から導かれる器具排水管と、排水立て管へ器具排水
管を接続する合流部継手と、からなり、前記合流部継手
のレベルを排水階床スラブのレベルより下げ、器具排水
管内の流体に垂直速度成分を十分に付与してから排水立
て管内の流体に合流させる排水システムにおいて、排水
立て管を囲んでほぼ等間隔に器具排水管を配して合流部
継手に接続し、当該合流部継手の内壁を中央部に向けて
凹曲面としたことを特徴とする建築排水システム。
1. A drainage stack penetrating each floor, an appliance drainage pipe guided from a plumbing device on each floor, and a junction joint for connecting the appliance drainage pipe to the drainage stack. Lower than the level of the drainage floor slab, apply sufficient vertical velocity component to the fluid in the instrument drainpipe, and then merge with the fluid in the drainpipe, drain the instrument at approximately equal intervals around the drainpipe An architectural drainage system characterized in that a pipe is arranged and connected to a junction joint, and the inner wall of the junction joint has a concave curved surface toward the center.
【請求項2】 凹曲面がコサインカーブで描かれる曲面
である請求項1記載の建築排水システム。
2. The building drainage system according to claim 1, wherein the concave curved surface is a curved surface drawn by a cosine curve.
【請求項3】 合流部継手の内面上部をコサインカーブ
の最大幅部とし、合流部継手の最下部をコサインカーブ
の最小幅部とした請求項2記載の建築排水システム。
3. The architectural drainage system according to claim 2, wherein the upper part of the inner surface of the joint is the maximum width of the cosine curve, and the lower part of the joint is the minimum width of the cosine curve.
【請求項4】 合流部継手の内面上部直径と垂直方向の
長さの比は1.5〜2.5である請求項1乃至3記載の
建築排水システム。
4. The architectural drainage system according to claim 1, wherein a ratio of a diameter of an upper portion of an inner surface to a length in a vertical direction of the junction is 1.5 to 2.5.
【請求項5】 器具排水管からの流体を立て管からの流
体に対し合流部継手内にて旋回させつつ合流させる請求
項1乃至4記載の建築排水システム。
5. The architectural drainage system according to claim 1, wherein the fluid from the appliance drainage pipe is combined with the fluid from the riser pipe while swirling in the junction joint.
【請求項6】 器具排水管からの流体を立て管からの流
体に対し約10〜20度位斜め合流させる請求項1乃至
5記載の建築排水システム。
6. The architectural drainage system according to claim 1, wherein the fluid from the appliance drain pipe is obliquely joined to the fluid from the vertical stack by about 10 to 20 degrees.
【請求項7】 器具排水管の合流部継手との接続部を上
下に可動とした請求項1乃至6記載の建築排水システ
ム。
7. The architectural drainage system according to claim 1, wherein the connecting part of the appliance drainage pipe with the joint of the junction is vertically movable.
【請求項8】 合流部継手の内面に直径5〜8mmの半
球状の突起を多数形成した請求項1乃至7記載の建築排
水システム。
8. The building drainage system according to claim 1, wherein a large number of hemispherical projections having a diameter of 5 to 8 mm are formed on the inner surface of the junction.
JP2000316294A 2000-10-17 2000-10-17 Drain system in building Pending JP2002121787A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000316294A JP2002121787A (en) 2000-10-17 2000-10-17 Drain system in building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000316294A JP2002121787A (en) 2000-10-17 2000-10-17 Drain system in building

Publications (1)

Publication Number Publication Date
JP2002121787A true JP2002121787A (en) 2002-04-26

Family

ID=18795266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000316294A Pending JP2002121787A (en) 2000-10-17 2000-10-17 Drain system in building

Country Status (1)

Country Link
JP (1) JP2002121787A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207190A (en) * 2005-01-26 2006-08-10 Bridgestone Corp Building drainage system and instrument drain pipe unit used for the same
JP2006241708A (en) * 2005-02-28 2006-09-14 Bridgestone Corp Siphon draining system
JP2008111318A (en) * 2006-10-31 2008-05-15 Bridgestone Corp Stack joining joint and construction method for drainage system using the joint
JP2008115587A (en) * 2006-11-02 2008-05-22 Bridgestone Corp Drain pipe storage structure and closing member
JP2019007136A (en) * 2017-06-20 2019-01-17 積水化学工業株式会社 Rainwater draining device

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JPS50103842A (en) * 1974-01-30 1975-08-16
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JPS5114821B1 (en) * 1967-02-06 1976-05-12
JPS6073190A (en) * 1983-09-29 1985-04-25 株式会社小島製作所 Drainage riser 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
JPS63152791A (en) * 1986-12-15 1988-06-25 株式会社 小島製作所 Drain riser joint
JPS63243589A (en) * 1987-03-30 1988-10-11 東亜高級継手バルブ製造株式会社 Drain pipe
JPH0557067U (en) * 1991-10-29 1993-07-30 積水化学工業株式会社 Pipe fitting
JPH0642019A (en) * 1992-07-23 1994-02-15 Sekisui Chem Co Ltd Drainage piping system
JPH11293730A (en) * 1998-04-10 1999-10-26 Kazuhiro Sueyoshi Drain pipe joint
JP2000074260A (en) * 1998-09-01 2000-03-14 Sekisui Chem Co Ltd Drain piping structure in residence
JP2000230260A (en) * 1999-02-09 2000-08-22 Mitsubishi Plastics Ind Ltd Drain joint
JP2000297447A (en) * 1999-04-14 2000-10-24 Bridgestone Corp Drainage system for building

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JPS5114821B1 (en) * 1967-02-06 1976-05-12
JPS50103842A (en) * 1974-01-30 1975-08-16
JPS50119019U (en) * 1974-03-14 1975-09-29
JPS6073190A (en) * 1983-09-29 1985-04-25 株式会社小島製作所 Drainage riser 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
JPS63152791A (en) * 1986-12-15 1988-06-25 株式会社 小島製作所 Drain riser joint
JPS63243589A (en) * 1987-03-30 1988-10-11 東亜高級継手バルブ製造株式会社 Drain pipe
JPH0557067U (en) * 1991-10-29 1993-07-30 積水化学工業株式会社 Pipe fitting
JPH0642019A (en) * 1992-07-23 1994-02-15 Sekisui Chem Co Ltd Drainage piping system
JPH11293730A (en) * 1998-04-10 1999-10-26 Kazuhiro Sueyoshi Drain pipe joint
JP2000074260A (en) * 1998-09-01 2000-03-14 Sekisui Chem Co Ltd Drain piping structure in residence
JP2000230260A (en) * 1999-02-09 2000-08-22 Mitsubishi Plastics Ind Ltd Drain joint
JP2000297447A (en) * 1999-04-14 2000-10-24 Bridgestone Corp Drainage system for building

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207190A (en) * 2005-01-26 2006-08-10 Bridgestone Corp Building drainage system and instrument drain pipe unit used for the same
JP4643282B2 (en) * 2005-01-26 2011-03-02 株式会社ブリヂストン Building drainage system and appliance drainage pipe unit used therefor
JP2006241708A (en) * 2005-02-28 2006-09-14 Bridgestone Corp Siphon draining system
JP4648035B2 (en) * 2005-02-28 2011-03-09 株式会社ブリヂストン Siphon drainage system
JP2008111318A (en) * 2006-10-31 2008-05-15 Bridgestone Corp Stack joining joint and construction method for drainage system using the joint
JP2008115587A (en) * 2006-11-02 2008-05-22 Bridgestone Corp Drain pipe storage structure and closing member
JP2019007136A (en) * 2017-06-20 2019-01-17 積水化学工業株式会社 Rainwater draining device

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