JPS6023737B2 - Drainage pipe equipment in buildings - Google Patents

Drainage pipe equipment in buildings

Info

Publication number
JPS6023737B2
JPS6023737B2 JP13079180A JP13079180A JPS6023737B2 JP S6023737 B2 JPS6023737 B2 JP S6023737B2 JP 13079180 A JP13079180 A JP 13079180A JP 13079180 A JP13079180 A JP 13079180A JP S6023737 B2 JPS6023737 B2 JP S6023737B2
Authority
JP
Japan
Prior art keywords
pipe
sewage
branch
floor
gray water
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
Application number
JP13079180A
Other languages
Japanese (ja)
Other versions
JPS5758744A (en
Inventor
和廣 末吉
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP13079180A priority Critical patent/JPS6023737B2/en
Publication of JPS5758744A publication Critical patent/JPS5758744A/en
Publication of JPS6023737B2 publication Critical patent/JPS6023737B2/en
Expired legal-status Critical Current

Links

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  • Sink And Installation For Waste Water (AREA)

Description

【発明の詳細な説明】 本発明は外周側に膨出する流下水旋回制御減速部を上下
方向に亘つて連設してなる中間継手管の上端を、階高中
間において排水竪管の下端に継接するとともに、前記中
間継手管の下端より汚水または雑排水枝管を岐出し、同
中間継手管におけ・る汚水または雑排水枝管岐出部の下
端を、階床上に配設された下階排水竪管の上端の雑排水
または汚水枝管岐出部に継援してなることを特徴とする
建造物における排水管装置に係り、その目的とする処は
、排水竪管及び横支管の流下水を減速して、流下水によ
る管内圧力変動値及び各器具、管トラップの水位変動値
、水位変動損失値等を低減して排水と通気とが円滑に行
なわれる改良された一瞥式排水管装置を供する点にある
DETAILED DESCRIPTION OF THE INVENTION The present invention connects the upper end of the intermediate joint pipe, which is formed by vertically connecting the sewage swirl control reduction part that bulges out to the outer circumferential side, to the lower end of the drainage vertical pipe at the middle of the floor height. At the same time, a sewage or gray water branch pipe is branched out from the lower end of the intermediate joint pipe, and the lower end of the branched part of the sewage or gray water branch pipe in the intermediate joint pipe is connected to the lower end of the branch pipe located above the floor. This relates to a drainage pipe system in a building that is characterized by being connected to gray water or sewage branch pipes at the upper ends of floor drainage vertical pipes, and its purpose is to connect the drainage vertical pipes and horizontal branch pipes. An improved glance-type drain pipe that slows down the flow of flowing sewage, reduces internal pressure fluctuations due to flowing sewage, water level fluctuations of various devices and pipe traps, water level fluctuation losses, etc., and allows smooth drainage and ventilation. The point is to provide equipment.

竪管内の排水の流下速度は4〜7机の流下点で最大速度
に達するものであり、従って流下速度が最大速度に達す
る前に効率よく減速させることが管内圧力変動値及び各
器具、管トラップの水位変動値、水位変動損失値等を低
減するのに効果的である。
The flow rate of wastewater in a vertical pipe reaches its maximum speed at 4 to 7 points. Therefore, it is necessary to efficiently slow down the flow rate before reaching the maximum speed by adjusting the pressure fluctuation value in the pipe, each device, and the pipe trap. This is effective in reducing water level fluctuation values, water level fluctuation loss values, etc.

而して本発明においては前記したように、外周側に膨出
する旋回流制御部を上下方向に亘つて蓬設した中間継手
管を使用して、その上下各端部を夫々階高中間部及び階
床上において排水竪管の下端並に汚水または雑排水枝管
岐出部に継接し、同岐出部を階床上に配設された下階排
水竪管の上端の雑排水または汚水枝管岐出部にに継接し
たので、上部排水竪管内の流下水は最大流速に到達する
以前に階高の中間部において前記中間継手管に入り、同
継手管の上下方向に亘つて連設された外周側に膨出する
旋回流制御減速部の管壁に沿って減速されながら流下す
るものである。
In the present invention, as described above, an intermediate joint pipe is used in which a swirling flow control section that bulges out to the outer circumference is vertically installed, and each of its upper and lower ends are connected to the middle part of the floor height. And on the floor, connect the lower end of the drainage vertical pipe and the sewage or gray water branch pipe branch, and connect the branch to the gray water or gray water branch pipe at the upper end of the lower floor drainage vertical pipe installed above the floor. Since it is connected to the branching part, the flowing sewage in the upper drainage vertical pipe enters the intermediate joint pipe at the middle part of the floor height before reaching the maximum flow velocity, and is continuously connected in the vertical direction of the joint pipe. It flows down while being decelerated along the tube wall of the swirling flow control deceleration section that bulges out to the outer circumferential side.

減速後は旋回流下の状態はなく、管壁を竪にそって流下
している、即ち本発明によれば排水の竪管内流下距離が
短か〈、前記減速部が分散列設されているので、流下速
度が効果的に減少されるものであり、さらに旋回流下水
が外周側同芯凹状継手部に流入した場合、管墜にそって
のはね出し作用が働き、さらにそれをくり返しながら減
速される1部ははね出された水流の上に流下し減速され
る、また前記旋回制御減速部の配置個所を各階及び、各
階の中間部の間で適当に選定することによって、効率よ
く流下水を減速させて管内圧力の変動値及び、各器具、
管トラツプの水位変動値、水位変動損失値等を低く抑制
しうるものである。また本発明によれ‘よ前記したよう
に、雑排水枝管及び汚水枝管は夫々中間継手管並に排水
竪管より岐出又は継接され、両枝管は互いに分離されて
いるので、前記中間継手管及び排水竪管を相対的に回動
調整することによって、前記各枝管は夫々所要の方向に
指向して延びるように配管され、従って配管作業が容易
になる。
After deceleration, there is no swirling flow, and the flow is flowing vertically along the pipe wall.In other words, according to the present invention, the distance of the wastewater flowing down the vertical pipe is short (because the deceleration parts are arranged in a distributed array). , the flow rate is effectively reduced, and when the swirling flow sewage flows into the concentric concave joint on the outer circumference side, a splashing action occurs along the pipe top, and this process is repeated to reduce the speed. A part of the water flows down on top of the splashed water flow and is decelerated, and by appropriately selecting the location of the rotation control deceleration part between each floor and the intermediate part of each floor, the water flow can be efficiently reduced. The fluctuation value of the pressure inside the pipe by slowing down the water, and each equipment,
It is possible to suppress the water level fluctuation value of the pipe trap, the water level fluctuation loss value, etc. Further, according to the present invention, as described above, the gray water branch pipe and the waste water branch pipe are branched or connected from the intermediate joint pipe and the drainage vertical pipe, respectively, and the two branch pipes are separated from each other. By adjusting the relative rotation of the intermediate joint pipe and the drainage vertical pipe, each of the branch pipes is arranged to extend in a desired direction, thereby facilitating the piping work.

又、製作等に於いては計画生産が可能となり形状的に生
産性が良い為材料費は低廉となっている。なお前記各枝
管も流下水の減速部として作用するものである。更に本
発明においては排水竪管の本体が建造物躯体を貫通する
ので、同躯体における竪管貫通部の口径が小口径になる
等、本発明は多くの利点を有するものである。
In addition, in manufacturing, etc., planned production is possible, and productivity is good in terms of shape, so material costs are low. Note that each of the branch pipes also acts as a deceleration section for flowing sewage water. Furthermore, in the present invention, since the main body of the drainage vertical pipe passes through the building frame, the present invention has many advantages, such as the diameter of the vertical pipe penetrating portion in the building frame is reduced to a small diameter.

以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

1は建造物における排水竪管で、3は同床2を貫通し、
階床上に突出する雑排水継手部で、上端部外側に岐出さ
れた継手受部3′を介して雑排水枝管4が接続されてい
る。
1 is a drainage vertical pipe in a building, 3 penetrates the same floor 2,
A gray water joint protrudes above the floor, to which a gray water branch pipe 4 is connected via a joint receiving portion 3' extending outward from the upper end.

5は中間継手管は、外周側に膨出する回転曲面体よりな
る旋回流制御減速部6が所定間隔毎に列設されており、
下端近傍外側には継手部7が岐母又は継接され、外側に
岐出された継手受部7′を介して汚水枝管8が接続され
るようになっている。
In the intermediate joint pipe 5, swirling flow control deceleration parts 6 each made of a rotating curved body that bulges toward the outer periphery are arranged in a row at predetermined intervals.
A joint part 7 is connected to the outer side near the lower end, and a sewage branch pipe 8 is connected via a joint receiving part 7' extending outward.

而して前記中間継手管5の上端は階高の中間部において
、前記排水竪管1の下端に接続され、下端は床2上にお
いて下部汚水継手部7又は5と7の間に継接される下部
立管の上端に接続されている。
The upper end of the intermediate joint pipe 5 is connected to the lower end of the drainage vertical pipe 1 at the middle part of the floor height, and the lower end is connected to the lower sewage joint part 7 or between 5 and 7 on the floor 2. It is connected to the upper end of the lower standpipe.

この際前記雑排水継手部3と汚水継手部7との相対的回
転角度を調整することによって、前記各枝管4,8を所
要の方向に指向して延びるように配管できる。本発明に
係る排水管装置は前記のように構成されているので、前
記排水竪管1を流下した排水は中間継手管5に入り、上
下方向に亘って列設された旋回流制御減速部を順次流下
し、その間に流速を低減される。
At this time, by adjusting the relative rotation angle between the gray water joint 3 and the sewage joint 7, the branch pipes 4 and 8 can be arranged to extend in a desired direction. Since the drain pipe device according to the present invention is configured as described above, the waste water flowing down the drain vertical pipe 1 enters the intermediate joint pipe 5, and passes through the swirl flow control deceleration parts arranged vertically. It flows down sequentially, and the flow rate is reduced in between.

かくして排水管内における負圧及び正圧の発生が防止さ
れ、管内圧力の変動値及び各器具、管トラップの水位変
動値、水位変動損失値等を低減しうるものである。また
前記各枝管受部3,7も流下水の減速部として作用する
ものである。以上本発明を実施例について説明したが、
本発明は勿論このような実施例にだけ局限されるもので
はなく、本発明の精神を逸脱しない範囲内で種種の設計
の改変を施しうるものである。
In this way, the generation of negative pressure and positive pressure within the drain pipe is prevented, and fluctuations in the pressure inside the pipe, fluctuations in the water level of each device and pipe trap, loss due to water level fluctuation, etc. can be reduced. Further, each of the branch pipe receiving parts 3 and 7 also acts as a deceleration part for flowing sewage water. Although the present invention has been described above with reference to embodiments,
The present invention is, of course, not limited to such embodiments, but can be modified in various ways without departing from the spirit of the invention.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に係る建造物における排水管装置の一実施
例を示す正面図である。 1・…・・排水竪管、2・・・・・・床、3・・・・・
・雑排水継手部、3′・・・・・・雑排水受口、4・・
・・・・雑排水枝管、5・…・・中間継手管、6・・・
・・・旋回流制御減速部、7・・・・・・汚水継手部、
7′・・・・・・汚水受口、8・・・・・・汚水枝管。
The drawing is a front view showing an embodiment of a drain pipe device in a building according to the present invention. 1... Drainage pipe, 2... Floor, 3...
- Gray water joint, 3'... Gray water socket, 4...
... Gray water branch pipe, 5 ... Intermediate joint pipe, 6 ...
... swirl flow control reduction section, 7... sewage joint section,
7'...Sewage inlet, 8...Sewage branch pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 外周側に膨出する流下水旋回制御減速部を上下方向
に亘つて連設してなる中間継手管の上端を、階高中間に
おいて排水竪管の下端に継接するとともに、前記中間継
手管の下端より汚水または雑排水枝管を岐出し、同中間
継手管における汚水または雑排水枝管岐出部の下端を、
階床上に配設された下階排水竪管の上端の雑排水または
汚水枝管岐出部に継接してなることを特徴とする建造物
における排水管装置。
1. The upper end of the intermediate joint pipe, which is formed by vertically connecting the sewage swirl control reduction part that bulges out to the outer circumferential side, is connected to the lower end of the drainage vertical pipe at the middle of the floor height, and the intermediate joint pipe is A sewage or gray water branch pipe is branched out from the lower end, and the lower end of the sewage or gray water branch pipe branch in the intermediate joint pipe is
A drainage pipe device for a building, characterized in that it is connected to a branch part of a gray water or sewage branch pipe at the upper end of a lower floor drainage vertical pipe arranged on a floor.
JP13079180A 1980-09-22 1980-09-22 Drainage pipe equipment in buildings Expired JPS6023737B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13079180A JPS6023737B2 (en) 1980-09-22 1980-09-22 Drainage pipe equipment in buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13079180A JPS6023737B2 (en) 1980-09-22 1980-09-22 Drainage pipe equipment in buildings

Publications (2)

Publication Number Publication Date
JPS5758744A JPS5758744A (en) 1982-04-08
JPS6023737B2 true JPS6023737B2 (en) 1985-06-08

Family

ID=15042766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13079180A Expired JPS6023737B2 (en) 1980-09-22 1980-09-22 Drainage pipe equipment in buildings

Country Status (1)

Country Link
JP (1) JPS6023737B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6126391B2 (en) * 2013-01-29 2017-05-10 積水化学工業株式会社 Piping structure

Also Published As

Publication number Publication date
JPS5758744A (en) 1982-04-08

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