JP3322963B2 - Drainage pipe - Google Patents

Drainage pipe

Info

Publication number
JP3322963B2
JP3322963B2 JP28649093A JP28649093A JP3322963B2 JP 3322963 B2 JP3322963 B2 JP 3322963B2 JP 28649093 A JP28649093 A JP 28649093A JP 28649093 A JP28649093 A JP 28649093A JP 3322963 B2 JP3322963 B2 JP 3322963B2
Authority
JP
Japan
Prior art keywords
pipe
spiral
drainage
joint
diameter
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 - Fee Related
Application number
JP28649093A
Other languages
Japanese (ja)
Other versions
JPH07139004A (en
Inventor
榮一 籠島
浩身 大沼
満博 渡辺
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP28649093A priority Critical patent/JP3322963B2/en
Publication of JPH07139004A publication Critical patent/JPH07139004A/en
Application granted granted Critical
Publication of JP3322963B2 publication Critical patent/JP3322963B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、高層ビルの排水縦管等
に用いられる内面螺旋リブ付き排水管(以下、「螺旋
管」と記す)が内面螺旋リブ付き排水管用継手に接続さ
れた縦管路を備えている排水管路に関する。
BACKGROUND OF THE INVENTION The present invention relates to a drain pipe with an internal spiral rib (hereinafter referred to as "spiral pipe") used for a vertical drain pipe of a high-rise building or the like, which is connected to a drain pipe joint with an internal spiral rib.
The present invention relates to a drainage pipe having a vertical pipe .

【0002】[0002]

【従来の技術】ビルの汚水・雑排水等の排水を下水本管
に排出するための排水管路は、近年、特願平4−132
320号において先に本発明者らが提案したように、内
面に管軸に対して所定の傾斜角を有する複数条の螺旋リ
ブが形成された螺旋管を排水縦管と、中央部が螺旋管よ
り大きな径となった特殊継手(積水化学工業(株)製の
AD継手等)とを用いて縦管路を形成した、所謂特殊一
管式排水管路に移行しつつある。
2. Description of the Related Art In recent years, a drainage pipe for discharging wastewater such as sewage and miscellaneous wastewater from a building to a sewage main pipe has been disclosed in Japanese Patent Application No. 4-132.
No. 320, as previously proposed by the present inventors, a spiral pipe having a plurality of spiral ribs having a predetermined inclination angle with respect to the pipe axis formed on the inner surface thereof is a drain vertical pipe, and the central part is a spiral pipe. There is a shift to a so-called special single-pipe drainage pipe in which a vertical pipe is formed using a special joint having a larger diameter (such as an AD joint manufactured by Sekisui Chemical Co., Ltd.).

【0003】すなわち、この一管式排水管路は、各階か
ら排水が流入した場合、最上階の伸長通気管から空気を
縦管路内に吸い込む。そして、これによって、排水と共
に下に引っ張っていかれた縦管路内の負圧部分の圧力を
緩和し、横枝管に設けたトラップ封水の減少を緩和させ
るようになっている。しかも、縦管路に、内面に多条の
螺旋リブを設けた螺旋管を用いているため、縦管路内に
流入した排水は螺旋リブによって旋回力が与えられ、管
壁面に沿って流下する。従って、縦管路中央に常に空気
芯が形成され、トラップを破封させないで流下できる流
量(流下能力)が飛躍的に向上すると言う優れた効果を
奏する。
[0003] In other words, this single-pipe drainage pipe sucks air into the vertical pipe from the extended ventilation pipe on the top floor when drainage flows in from each floor. This alleviates the pressure in the negative pressure portion in the vertical pipeline that has been pulled down together with the drainage, and reduces the decrease in trap water sealing provided in the horizontal branch pipe. In addition, since the vertical pipe uses a spiral pipe provided with multiple spiral ribs on the inner surface, the drainage flowing into the vertical pipe is given a swirling force by the spiral rib and flows down along the pipe wall surface. . Accordingly, an air core is always formed at the center of the vertical pipe, and an excellent effect that the flow rate (flowing capacity) that can flow down without breaking the trap is significantly improved.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記排水管路
には、つぎのような改善すべき点があった。すなわち、
螺旋管の螺旋リブは、三角形、半円形、四角形、変形三
角形、傾斜半円形等の断面形状をしていて、継手との接
続端部において、これら螺旋リブの端部が突起として管
壁から突出したような状態になる。
However, the drainage pipe has the following points to be improved. That is,
The spiral rib of the spiral tube has a cross-sectional shape such as a triangle, a semicircle, a square, a deformed triangle, and an inclined semicircle. At the connection end with the joint, the ends of the spiral rib project from the tube wall as projections. You will be in a state like that.

【0005】したがって、螺旋管の螺旋リブ上端面に排
水に含まれる種々の固形物、たとえば、髪の毛、トイレ
ットペーパー、糸屑、布切れ等が引っ掛かる恐れがあ
る。そして、これら固形物が螺旋リブの上端面に引っ掛
かり蓄積していくと、この部分において、管径の部分小
径化が生じ、管路の流下能力が低下する恐れがある。
[0005] Therefore, various solids contained in the drainage, such as hair, toilet paper, lint, and pieces of cloth, may be caught on the upper end surface of the spiral rib of the spiral tube. When these solids are caught and accumulated on the upper end surface of the spiral rib, the diameter of the pipe is partially reduced in this portion, and the flow-down capability of the pipe may be reduced.

【0006】また、継手の管壁に沿って流下してきた排
水が下側の螺旋管の螺旋リブの上端面に当たると、縦管
路中心部に向かって跳ねだされ、縦管路中央に形成され
た空気芯を潰して空気の流通を妨げると言う問題も生じ
る。本発明は、このような事情に鑑みて、上方の螺旋管
によって管壁に沿って流下してきた排水が継手の下側に
接続される螺旋管の螺旋リブ上端面に衝突することがな
い排水管路を提供することを目的としている。
Further, when the drainage flowing down along the pipe wall of the joint hits the upper end surface of the spiral rib of the lower spiral pipe, the drainage springs toward the center of the vertical pipe and is formed at the center of the vertical pipe. There is also a problem that the air core is crushed to obstruct air flow. The present invention is Gana it collides in view of such circumstances, the helical rib upper end surface of the spiral tube wastewater has been flowing down along the tube wall by the upper helical tube is connected to the lower joint
The purpose is to provide a new drainage pipe .

【0007】[0007]

【課題を解決するための手段】このような目的を達成す
るために、本発明にかかる排水管路は、下側に接続され
る内面螺旋リブ付き排水管の、螺旋リブの頂点の描く径
と略同じか少し小さな径に、下側受口の端部内径が形成
されている内面螺旋リブ付き排水管用継手の下側受口
に、内面螺旋リブ付き排水管が接続された縦管路を備え
ているようにした。また、この継手では、上側受口の端
の内径を、上側に接続される内面螺旋リブ付き管の、
管内径と略同じ径に形成しておくことが好ましい。
In order to achieve such an object, a drain pipe according to the present invention is connected to a lower side.
Diameter of the top of the spiral rib of the drain pipe with internal spiral rib
The inner diameter at the end of the lower port is formed to the same or slightly smaller diameter as
Lower fittings for drainage pipe fittings with internal helical ribs
Equipped with a vertical pipe to which a drain pipe with internal spiral ribs is connected
I did it. Also, in this joint, the end of the upper port
The inner diameter of the part, of the inner spiral ribbed tube connected to the upper side,
It is preferable that the diameter is substantially the same as the inner diameter of the pipe.

【0008】上記構成において、螺旋管としては、特に
限定されないが、ビルの排水管では、ほとんどが防火区
画を貫通して設けられるため、防火性を備えた外管の内
側に内面螺旋リブ付きの内管を嵌合一体化したものが好
ましい。
In the above structure , the spiral pipe is not particularly limited. However, most of the drain pipes of the building are provided through the fire prevention compartment, so that the inner pipe with the internal spiral rib is provided inside the outer pipe having fire protection. It is preferable that the inner tube is fitted and integrated.

【0009】外管としては、通常薄肉鋼管(配管用炭素
鋼鋼管のほぼ1/2の厚みのもの)、コンクリート管、
銅管、アスベスト管等が挙げられる。内管としては、特
に限定されないが、リブの成形性、経済性、スライムの
付着しにくささ等を考慮すると、ポリ塩化ビニル樹脂、
ポリエチレン樹脂、シラン架橋ポリエチレン樹脂等の合
成樹脂管が好ましい。
[0009] As the outer pipe, usually, a thin steel pipe (having a thickness of about 1/2 of a carbon steel pipe for piping), a concrete pipe,
Copper tubes, asbestos tubes and the like can be mentioned. The inner tube is not particularly limited, but in consideration of moldability of the ribs, economical efficiency, difficulty in attaching slime, etc., polyvinyl chloride resin,
Synthetic resin tubes such as polyethylene resin and silane cross-linked polyethylene resin are preferred.

【0010】また、螺旋リブの螺旋方向、螺旋ピッチ、
リブの高さ、および、リブの条数は、排水能力の限界水
準の設定によって異なるが、内径80〜200mmの排水
管の場合、つぎのような条件のものが好ましい。すなわ
ち、螺旋リブの条数は、4〜24条(特に10〜14
条)程度で円周方向に均等に配置されていることが好ま
しい。
[0010] Further, the spiral direction, spiral pitch,
The height of the ribs and the number of ribs vary depending on the setting of the limit level of the drainage capacity. In the case of a drainage pipe having an inner diameter of 80 to 200 mm, the following conditions are preferable. That is, the number of spiral ribs is 4 to 24 (especially 10 to 14).
It is preferable that they are arranged evenly in the circumferential direction in the order of (1).

【0011】リブの高さは、特に限定されないが、管内
径の0.5/100〜7.0/100(特に、2/10
0〜5/100)程度が好ましい。螺旋の向きは、右巻
きでも左巻きでも構わないが、螺旋のピッチは、管口径
の3〜20倍(特に、4〜12倍)程度とすることが好
ましい。リブの断面形状は、特に限定されないが、たと
えば、三角形、半円形、四角形、花びら形、変形花びら
形、傾斜半円形、傾斜三角形、傾斜四角形などが挙げら
れる。
The height of the rib is not particularly limited, but is 0.5 / 100 to 7.0 / 100 of the inner diameter of the pipe (in particular, 2/10
0 to 5/100) is preferable. The direction of the spiral may be right-handed or left-handed, but the pitch of the spiral is preferably about 3 to 20 times (especially 4 to 12 times) the pipe diameter. The cross-sectional shape of the rib is not particularly limited, and examples thereof include a triangle, a semicircle, a square, a petal, a deformed petal, an inclined semicircle, an inclined triangle, and an inclined rectangle.

【0012】[0012]

【作用】上記の構成によれば、この継手と螺旋管とを用
いて排水縦管路を形成すると、各階から流入する排水
は、螺旋リブの働きによって、管壁に沿って流下し、縦
管路中央に常に空気芯を形成する。そして、継手内に旋
回しながら流入し、継手を介して下方の螺旋管に流入す
るが、継手の下端受口の端部の内径が螺旋リブの頂部の
描く径と略同じか少し小さくなっているので、排水が螺
旋リブの上端面に当たることなく、下方の螺旋管に流入
する。
According to the above construction, when the drainage vertical pipe is formed by using the joint and the spiral pipe, the drainage flowing from each floor flows down along the pipe wall by the action of the spiral rib, and the vertical pipe is formed. An air core is always formed at the center of the road. Then, while flowing into the joint while flowing, it flows into the lower spiral tube via the joint, but the inner diameter of the end of the lower end receiving port of the joint is substantially the same as or slightly smaller than the diameter drawn by the top of the spiral rib. Therefore, the drainage flows into the lower spiral tube without hitting the upper end surface of the spiral rib.

【0013】下方の螺旋管に流入した排水は、上方の螺
旋管によって旋回流になっているから継手を通過する
と、遠心力によって外側へ広がろうとするため、下方の
螺旋管の管壁に沿って再び流下する。したがって、下方
の螺旋管の螺旋リブによってさらに旋回流となりながら
流下する。また、継手の上側受口の端部の内径を螺旋管
の内径と略同じ径にしておくと、上部の螺旋管で旋回流
になりながら管壁に沿って流下してきた汚水や雑排水
は、継手の上端面に衝突することなくスムーズに旋回流
を保ちながら継手内壁に沿って流下する。
The drainage flowing into the lower helical tube is swirled by the upper helical tube, so when passing through the joint, it tends to spread outward by centrifugal force. Flow down again. Therefore, it flows down while being further swirled by the spiral rib of the lower spiral tube. Also, if the inner diameter of the end of the upper receiving port of the joint is set to be substantially the same as the inner diameter of the spiral pipe, sewage and miscellaneous drainage flowing down along the pipe wall while turning in the upper spiral pipe, It flows down along the inner wall of the joint while keeping the swirling flow smoothly without colliding with the upper end surface of the joint.

【0014】[0014]

【実施例】以下に、本発明を、その実施例をあらわす図
面を参照しつつ詳しく説明する。図1は本発明に使用さ
れる継手の1実施例をあらわしている。図に示すよう
に、この継手1は、所謂排水鋼管用可撓継手(積水化学
工業(株)製商品名エスロンAD継手)と同様に螺旋管
2の受口11,12を上下に有するとともに、横枝管3
の接続口13,13を備えている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the drawings showing the embodiments. FIG. 1 shows the structure used in the present invention .
1 shows an embodiment of a joint according to the present invention. As shown in the drawing, this joint 1 has upper and lower receiving ports 11 and 12 of a spiral pipe 2 like a so-called flexible joint for drainage steel pipes (trade name: Eslon AD joint manufactured by Sekisui Chemical Co., Ltd.). Horizontal branch pipe 3
Are provided.

【0015】図2に示すように、継手1の上側受口11
の端部内径D1 は、接続される螺旋管2の内径d1 と略
同じになっていて、図3に示すように、下側受口12の
端部内径D2 は、接続される螺旋管2の螺旋リブ21の
頂部22が描く径d2 と略同じになっている。螺旋管2
は、図1〜3に示すように、外管としての薄肉鋼管2a
に、内管として管壁20に管軸に対して所定の傾斜角を
有する螺旋リブ21が設けられた合成樹脂管2bが嵌合
一体化されている。
As shown in FIG. 2, the upper port 11 of the joint 1
Spiral end inner diameter D 1 of the can, they become substantially the same as the inner diameter d 1 of the spiral tube 2 to be connected, as shown in FIG. 3, the end portion inner diameter D 2 of the lower socket 12, which is connected The diameter d 2 is substantially the same as the diameter d 2 drawn by the top 22 of the spiral rib 21 of the tube 2. Spiral tube 2
Is a thin steel pipe 2a as an outer pipe as shown in FIGS.
Further, a synthetic resin pipe 2b provided with a spiral rib 21 having a predetermined inclination angle with respect to the pipe axis on a pipe wall 20 as an inner pipe is fitted and integrated.

【0016】すなわち、図1に示すように、上下の螺旋
管2と螺旋管2とを継手1を介して接続した縦管路Aを
有する排水管路を形成すれば、縦管路Aに流入した排水
は、螺旋リブ21によって螺旋管2の壁面に沿って旋回
流となりながら流下する。そして、この旋回流となった
排水が上側の螺旋管2から継手1内に流入したのち、さ
らに下側の螺旋管2を通って流下するのであるが、この
実施例では、図2に示すように、継手1の上側受口11
の端部内径D1 が螺旋管2の内径d1 と略同じである。
That is, as shown in FIG. 1, if a drain pipe having a vertical pipe A in which the upper and lower spiral pipes 2 and the spiral pipe 2 are connected via the joint 1 is formed, the water flows into the vertical pipe A. The drained water flows down along the wall surface of the spiral tube 2 while being swirled by the spiral rib 21. The swirling drainage flows from the upper spiral pipe 2 into the joint 1 and then flows down through the lower spiral pipe 2. In this embodiment, as shown in FIG. The upper socket 11 of the joint 1
End inner diameter D 1 of the can is substantially the same as the inner diameter d 1 of the spiral tube 2.

【0017】したがって、螺旋管2の管壁と、継手1の
上側受口11の内周面とが略面一に接続されていて、継
手1に流入する時に障害がなくスムーズに流入し、跳ね
だしや排水中の固形物の引っ掛かりの問題が全くない。
一方、継手1内を流下した排水は、横枝管3から流入し
た各階の排水とともに、さらに下側の螺旋管2に流入す
るが、図3に示すように、下側受口12の下端部の内径
2 が螺旋リブ21の頂部22の描く径d2 と略同じで
あるので、螺旋リブ21の上端面が継手1との継ぎ目部
分で管路内に突出することがない。
Therefore, the pipe wall of the spiral tube 2 and the inner peripheral surface of the upper port 11 of the joint 1 are connected substantially flush with each other. There is no problem of stocking and solid matter in the drainage.
On the other hand, the drainage flowing down in the joint 1 flows into the lower spiral pipe 2 together with the drainage of each floor flowing from the horizontal branch pipe 3, as shown in FIG. since the inner diameter D 2 of are substantially the same as the diameter d 2 as the profile of the top portion 22 of the helical rib 21, there is no the upper end surface of the spiral rib 21 projects into the conduit in a joint portion between the joint 1.

【0018】したがって、継手1の内壁面に沿って旋回
流の状態で流下してきた排水は、螺旋リブ21の端面に
衝突することなく下側の螺旋管3内に流下する。また、
下側の螺旋管2に流入した排水は、旋回流となっている
ので、その遠心力によって広がり、直ちに下側の螺旋管
2の管壁に沿って流下する。すなわち、上記管路によれ
ば、螺旋管2と継手1との継ぎ目部分に障害物がなく、
スムーズに排水が流れ、螺旋リブ21の上端面によって
排水が管中央に跳ね出して管中央の空気芯を閉塞状態に
したり、排水中の固形物が螺旋リブの端面に引っ掛かっ
て配管の詰まりをおこしたりすることがなくなる。 (実施例1)以下の構成の100Aの螺旋管と図1に示
す継手1とを用いて10階建てのビルの伸長通気管式排
水縦管路を形成し、この排水縦管路の各階から75Aの
横枝管を接続するとともに、排水縦管路の最下端に12
5Aの横主管を接続してビル用排水管路を得た。
Therefore, the drainage flowing down in a swirling state along the inner wall surface of the joint 1 flows down into the lower spiral tube 3 without colliding with the end face of the spiral rib 21. Also,
The drainage that has flowed into the lower spiral tube 2 has a swirling flow, so it spreads due to the centrifugal force and immediately flows down along the tube wall of the lower spiral tube 2. That is, according to the above-mentioned conduit, there is no obstacle at the joint between the spiral pipe 2 and the joint 1,
The drainage flows smoothly, and the drainage springs out to the center of the pipe by the upper end surface of the spiral rib 21 to block the air core at the center of the pipe, or solid matter in the drainage gets caught on the end face of the spiral rib to cause clogging of the pipe. No more. (Embodiment 1) Using a 100A spiral pipe having the following configuration and the joint 1 shown in FIG. 1, an extended ventilation pipe type drainage vertical pipe of a 10-story building is formed, and from each floor of this drainage vertical pipe. 75A horizontal branch pipe is connected, and 12
A 5A horizontal main pipe was connected to obtain a drainage pipe for buildings.

【0019】〔螺旋管〕 リブ高さ 3mm(口径の3/100) 螺旋リブのピッチ 750mm(口径の7.5倍) 螺旋リブの条数 12条 螺旋リブの断面形状 略2等辺三角形 〔継手〕J1S K−6739の排水用硬質管継手(積
水化学工業(株)製の商品名MD継手)の下端部内壁面
を徐々に小径化し、最下端の内径を螺旋管の螺旋リブの
頂部が描く径と略同じにした継手 (実施例2)継手として図4に示す継手5を用いた以外
は、実施例1と同様にしてビル用排水管路を得た。な
お、図4中、51は継手5内壁面に設けられた旋回羽根
である。
[Spiral tube] Rib height 3 mm (3/100 of diameter) Spiral rib pitch 750 mm (7.5 times of diameter) Number of spiral ribs 12 Sectional shape of spiral ribs Approximate isosceles triangle [Joint] The inner wall surface of the lower end of the hard pipe joint for drainage of J1S K-6739 (trade name: MD joint manufactured by Sekisui Chemical Co., Ltd.) is gradually reduced in diameter, and the inner diameter of the lower end is determined by the diameter drawn by the top of the spiral rib of the spiral pipe. Example 2 A drainage pipe for a building was obtained in the same manner as in Example 1 except that the joint 5 shown in FIG. 4 was used as the joint. In FIG. 4, reference numeral 51 denotes a turning blade provided on the inner wall surface of the joint 5.

【0020】〔継手5〕横枝管の接続口13を側面に備
え、流入口付近の内径を大きくした特殊継手(積水化学
工業(株)製の商品名AD継手)の下端部内壁面を徐々
に小径化し、下側受口の端部内径を螺旋管の螺旋リブの
頂部が描く径と略同じにした継手 (比較例1)図5に示すように、継手としてJ1S K
−6739の排水用硬質管継手(積水化学工業(株)製
の商品名AD継手)6を用いた以外は、実施例1と同様
にしてビル用排水管路を得た。 (比較例2)継手として横枝管の流入口を側面に備え、
流入口付近の内径を大きくした特殊継手(積水化学工業
(株)製の商品名エスロンAD継手)を用いた以外は、
実施例1と同様にしてビル用排水管路を得た。
[Joint 5] The lower end inner wall surface of a special joint (AD joint manufactured by Sekisui Chemical Co., Ltd.) having a lateral branch pipe connection port 13 on the side surface and having a large inner diameter near the inflow port is gradually formed. A joint whose diameter is reduced and the inner diameter of the end of the lower receiving port is made substantially the same as the diameter drawn by the top of the spiral rib of the spiral tube (Comparative Example 1) As shown in FIG.
A drain pipe for a building was obtained in the same manner as in Example 1, except that a hard pipe joint for drainage of No. 6739 (AD joint manufactured by Sekisui Chemical Co., Ltd.) 6 was used. (Comparative Example 2) An inflow port of a horizontal branch pipe is provided on a side surface as a joint,
Except for using a special joint (Sekisui Chemical Co., Ltd. product name ESLON AD joint) with a larger inside diameter near the inflow port,
A drainage pipe for a building was obtained in the same manner as in Example 1.

【0021】上記実施例1,2および比較例1,2の排
水管路に糸屑やトイレットペーパーなどを汚物として混
合された排水を流下させ、その最大流下能力、および、
螺旋リブの端面への汚物の引っ掛かりを調べ、その結果
を表1に示した。
The wastewater mixed with lint or toilet paper as a waste is allowed to flow down into the drainage pipes of Examples 1 and 2 and Comparative Examples 1 and 2, and its maximum flowability and
The binding of dirt to the end face of the spiral rib was examined, and the results are shown in Table 1.

【0022】[0022]

【表1】 表1に示すように、本発明の排水管路によれば、従来の
排水管路に比べ流下能力が向上するとともに、汚物の引
っ掛かりもなく、常に安定した流下能力を確保できるこ
とがわかる。
[Table 1] As shown in Table 1, according to the drainage pipe of the present invention, the drainage capacity is improved as compared with the conventional drainage pipe, and it can be understood that a stable drainage capacity can always be secured without catching dirt.

【0023】本発明は、上記の実施例に限定されない。
たとえば、上記の実施例では、継手に横枝管の流入口が
2か所設けられていたが、無くても1か所でもよいし、
3か所以上でも構わない。
The present invention is not limited to the above embodiment.
For example, in the above-described embodiment, two inlets for the horizontal branch pipe are provided in the joint, but it may be omitted or one.
There may be more than two places.

【0024】[0024]

【発明の効果】以上のように構成されているので、本発
明にかかる排水管路は、以上のように構成されているの
で、排水能力に優れ、詰まり等を起こすことのない。
Than is constructed as described above, according to the present invention, the onset
Since the drainage pipe according to the present invention is configured as described above, it has excellent drainage capacity and does not cause clogging.

【0025】したがって、一管式でも十分な排水能力が
確保でき、高層ビルであっても、配管スペースを小さく
抑えることができ、各フロアの有効スペースを十分に確
保できるようになる。
Therefore, a sufficient drainage capacity can be ensured even with a single-pipe type, and even in a high-rise building, the piping space can be kept small, and the effective space on each floor can be sufficiently ensured.

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

【図1】本発明にかかる排水管路の1実施例をあらわす
半断面図である。
FIG. 1 is a half sectional view showing one embodiment of a drainage pipe according to the present invention.

【図2】図1の排水管路の継手と上側の螺旋管との接続
部をあらわす断面図である。
FIG. 2 is a cross-sectional view showing a connection between a joint of a drainage pipe and an upper spiral pipe of FIG. 1;

【図3】図1の排水管路の継手と下側の螺旋管との接続
部をあらわす断面図である。
FIG. 3 is a cross-sectional view showing a connecting portion between a joint of the drainage pipe of FIG. 1 and a lower spiral pipe.

【図4】本発明に使用される継手の別実施例をあらわす
断面図である。
FIG. 4 is a sectional view showing another embodiment of the joint used in the present invention.

【図5】比較例1としての従来の排水管路の半断面図で
ある。
FIG. 5 is a half sectional view of a conventional drainage pipe as Comparative Example 1.

【符号の説明】 A 縦管路 1 継手 2 螺旋管 11 上側受口 12 下側受口 20 管壁 21 螺旋リブ 22 螺旋リブ21の頂点 D1 上側受口11の端部内径 D2 下側受口12の端部内径 d1 螺旋管2の内径 d2 頂部22が描く径[EXPLANATION OF SYMBOLS] end inner diameter D 2 below the receiving vertex D 1 upper receptacle 11 of the A Tatekanro 1 joint 2 helical tube 11 upper receiving opening 12 under the receiving opening 20 wall 21 spiral ribs 22 spiral ribs 21 diameter end inside diameter d 1 the inner diameter d 2 top 22 of the spiral tube 2 of the mouth 12 is drawn

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】下側に接続される内面螺旋リブ付き排水管
の、螺旋リブの頂点の描く径と略同じか少し小さな
に、下側受口の端部内径が形成されている内面螺旋リブ
付き排水管用継手の下側受口に、内面螺旋リブ付き排水
管が接続された縦管路を備えている排水管路。
An inner spiral having an inner diameter of an end portion of a lower receiving port formed to be substantially the same as or slightly smaller than the diameter drawn by the apex of a spiral rib of a drain pipe with an inner spiral rib connected to a lower side. Drain with internal spiral rib at the lower receiving port of the drainage pipe fitting
A drainage line with a vertical line to which the tubes are connected.
【請求項2】内面螺旋リブ付き排水管用継手が、上側に
接続される内面螺旋リブ付き管の、管内径と略同じ径
、上側受口の端部内径が形成されており、該上側受口
に内面螺旋リブ付き排水管が接続された請求項1に記載
の排水管路。
2. The drainage pipe joint with an inner spiral rib has a diameter substantially equal to the inner diameter of the pipe with an inner spiral rib connected to the upper side.
The inner diameter of the end of the upper port is formed in the upper port.
2. A drain pipe with an inner spiral rib is connected to the drain pipe.
Drainage pipeline.
JP28649093A 1993-11-16 1993-11-16 Drainage pipe Expired - Fee Related JP3322963B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28649093A JP3322963B2 (en) 1993-11-16 1993-11-16 Drainage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28649093A JP3322963B2 (en) 1993-11-16 1993-11-16 Drainage pipe

Publications (2)

Publication Number Publication Date
JPH07139004A JPH07139004A (en) 1995-05-30
JP3322963B2 true JP3322963B2 (en) 2002-09-09

Family

ID=17705080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28649093A Expired - Fee Related JP3322963B2 (en) 1993-11-16 1993-11-16 Drainage pipe

Country Status (1)

Country Link
JP (1) JP3322963B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011257001A (en) * 2010-05-13 2011-12-22 Sekisui Chem Co Ltd Construction structure of replacement pipe and floor slab penetration piping material used for the construction structure
CN102359160B (en) * 2011-08-18 2013-05-22 王凤蕊 Box-type air pressure adjusting drainage device for building drainage riser
CN102359159B (en) * 2011-08-18 2013-11-27 王凤蕊 Building drainage standpipe tubular air pressure regulating and drainage device
CN107906269A (en) * 2017-11-15 2018-04-13 广东深联实业有限公司 Single rib helix tube
CN110528636A (en) * 2019-09-04 2019-12-03 中国建筑设计研究院有限公司 A kind of high safety performance drainage system that air pressure fluctuation is small

Also Published As

Publication number Publication date
JPH07139004A (en) 1995-05-30

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