JPH0213621A - Vertical drain pipe - Google Patents

Vertical drain pipe

Info

Publication number
JPH0213621A
JPH0213621A JP16418588A JP16418588A JPH0213621A JP H0213621 A JPH0213621 A JP H0213621A JP 16418588 A JP16418588 A JP 16418588A JP 16418588 A JP16418588 A JP 16418588A JP H0213621 A JPH0213621 A JP H0213621A
Authority
JP
Japan
Prior art keywords
standpipe
pipe
drainage
drain pipe
vertical
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
JP16418588A
Other languages
Japanese (ja)
Inventor
Yuji Yamamoto
祐司 山本
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 JP16418588A priority Critical patent/JPH0213621A/en
Publication of JPH0213621A publication Critical patent/JPH0213621A/en
Pending legal-status Critical Current

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  • Sink And Installation For Waste Water (AREA)

Abstract

PURPOSE:To prevent the blow-out of dirty water by forming a vertical drain pipe arranged in the vertical direction into spiral form over the whole and allowing drainage to flow down at a low speed through turning from the upper part to the lower part and reducing the pressure variation in the pipe. CONSTITUTION:A vertical drain pipe 2 which is arranged mainly vertic ally on an intermediate or high storied building is formed in spiral form all over the whole. The spiral vertical pipe which is led from upper story and a spiral vertical pipe 2 which leads to the lower story are connected through a joint 3, and connected with lateral branched pipes 1 and 1. Drainage is allowed to flow down at a low speed through turning from the upper part to the lower part, and also an air passages are connected in spiral form, and the generation of the intermediate water clogging state is prevented. Therefore, the pressure variation in a drain pipe can be reduced, and the breakage of drainage in a trap and the blow-out of dirty water can be surely prevented.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、特に中・高層建築物において使用される排水
用立管に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a drainage standpipe used particularly in medium- and high-rise buildings.

(従来の技術) 一般に、建築物内部に設置されたトイレ、浴室1台所等
の排水設備機器から排水さ・れる汚水を建築物外部に排
水する排水管は、各排水設備機器に連結して水平に配設
されている横枝管と、継手を介して前記横枝管に接続さ
れ、垂直に2設されている立管とで構成されている。 
′ ところが、特に中・高層建築物の下階付近においては、
排水設備機器から排水される汚水の流量が多くなり、ま
たそれに伴って流速が早くなるため、排水設備機器に接
続されたトラップに、その深さ以上の圧力変動が生じ、
トラップの封水が破られたり、汚水が排水口から吹き出
したりすることがあった。
(Prior art) In general, drain pipes that drain sewage from drainage equipment such as toilets, bathrooms, and kitchens installed inside a building to the outside of the building are connected to each drainage equipment and installed horizontally. It consists of a horizontal branch pipe installed in the pipe, and two vertically installed vertical pipes connected to the horizontal branch pipe via a joint.
′ However, especially near the lower floors of medium- and high-rise buildings,
As the flow rate of sewage drained from drainage equipment increases, and the flow speed increases accordingly, pressure fluctuations occur in the traps connected to drainage equipment, which are greater than the depth of the traps.
There were cases where the trap's water seal was broken and sewage spewed out from the drain.

そのような問題を解決するものとして、従来は、第8図
に示すように、立管あるいは継手の一部に、中心軸が螺
旋状に偏心するねじれ部100を形成し、排水設備機器
から排水される汚水Wをこのねじれ部100で旋回させ
てその流下速度を減速し、排水管内部の圧力変動を抑制
しようとしたものがあった(例えば、フランス特許第1
572140号や実公昭58−48468号公報参照)
In order to solve such problems, conventionally, as shown in Fig. 8, a twisted part 100 whose center axis is spirally eccentric is formed in a part of a standpipe or a joint to prevent drainage from drainage equipment. Some attempts have been made to swirl the sewage W at this twisting part 100 to reduce its flow rate and suppress pressure fluctuations inside the drain pipe (for example, French Patent No. 1
572140 and Utility Model Publication No. 58-48468)
.

(発明が解決しようとする課題)・ しかしながら、排水管を流下する汚水Wは第9図に示す
ように、ねじれ部100においては片方に偏った部分流
となり、その他の直管部101においては水輪流となる
ので、実公昭58−48468号公報のように、各階毎
にねじれ部100を有する継手を設置すると、建築物の
上から下までを流下する間に、汚水Wは水輪流と部分流
とを繰り返すことになる。そして、部分流から水輪流へ
の移行部分(7部分)、及び、水輪流から部分流への移
行部分(2部分)において、排水管内部の一部が完全に
汚水Wによって閉塞されて水栓状態が生じる。
(Problem to be solved by the invention) - However, as shown in FIG. Therefore, if a joint with a twisted part 100 is installed on each floor as in Japanese Utility Model Publication No. 58-48468, sewage W will have a circular flow and a partial flow while flowing from the top to the bottom of the building. This will be repeated. Then, in the transition part from the partial flow to the water ring flow (section 7) and the transition part from the water ring flow to the partial flow (section 2), a part of the inside of the drain pipe is completely blocked by the waste water W, and the faucet is turned off. A condition arises.

このように、従来の排水管にあっては、ねじれ部100
が部分的にしか設けられていないために、汚水Wの流下
速度を十分に減速することができず、また、水栓状態の
発生により空気流路Aが途中で汚水Wによって隔てられ
るので、逆に管内の気圧変動が増大し、依然として排水
設備機器のトラップの封水が破られたり、汚水が吹き出
したりするという問題があった。
In this way, in the conventional drain pipe, the twisted portion 100
Since it is only partially provided, it is not possible to sufficiently slow down the flow rate of the waste water W, and in addition, the air flow path A is separated by the waste water W in the middle due to the occurrence of a faucet condition, so the reverse flow occurs. However, the pressure fluctuations inside the pipes increased, and there were still problems such as the water seals in the traps of drainage equipment being broken and sewage blowing out.

本発明は、上記のような問題に着目し、確実に排水管内
の圧力変動を減少させてトラップの封水の破れを防止で
きる排水用立管を提供するものである。
The present invention has focused on the above-mentioned problems and provides a drainage standpipe that can reliably reduce pressure fluctuations within the drain pipe and prevent the water seal in the trap from breaking.

(課題を解決するための手段) 上記課題を解決するために本発明は、建築物内部に設置
されている各排水設備機器から排水される汚水を建築物
外部に排水する排水管のうち、垂直方向に配設される排
水用立管が、ほぼ全体に亘って中心軸が螺旋状に偏心す
るように形成されているものである6 (作 用) 本発明の排水用立管は、全体に亘って中心軸が螺旋状に
偏心するように形成されているので、汚水は上から下ま
で螺旋状に旋回しながら低速度で流下する。
(Means for Solving the Problems) In order to solve the above problems, the present invention provides vertical drainage pipes for discharging sewage discharged from each drainage equipment installed inside the building to the outside of the building. The drainage standpipe arranged in the direction is formed so that the center axis is eccentrically spirally over almost the entire part.6 (Function) The drainage standpipe of the present invention has Since the central axis is formed so as to be eccentric in a spiral manner, the wastewater flows down at a low speed while spiraling from top to bottom.

また、汚水の流れは、上から下まで排水用立管の一方に
偏った部分流が続くので、汚水が流れている以外の部分
に形成される空気流路も上から下まで連続して確保でき
る。
In addition, since the flow of sewage continues from top to bottom in a partial flow that is biased towards one side of the drainage standpipe, the air flow path formed in the area other than where the sewage is flowing is also ensured to be continuous from top to bottom. can.

(実施例) 以下、本発明の実施例を図面により詳述する。(Example) Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

まず、第1実施例を中・高層建築物に適用し、その詳細
について第1図〜第5図を参照しながら説明する。
First, the first embodiment will be applied to a medium-to-high-rise building, and its details will be explained with reference to FIGS. 1 to 5.

第2図において、1は横枝管、2は立管、3は十字継手
であって、横枝管lは各階の床4に沿って水平方向に配
設され、立管2は各階の床4を貫通して垂直方向に配設
され、継手3は、前記横枝管lと立管2が交差する位置
に設けられている。
In Fig. 2, 1 is a side branch pipe, 2 is a standpipe, and 3 is a cross joint, where the side branch pipe l is arranged horizontally along the floor 4 of each floor, and the standpipe 2 is installed on the floor of each floor. 4, and the joint 3 is provided at a position where the horizontal branch pipe 1 and the standpipe 2 intersect.

前記横枝管lは、直線状に形成されており、各階におい
て流し台5.洗面台63便器7等の各種排水設備機器に
トラップ(図示せず)を介して連結されている。
The horizontal branch pipe l is formed in a straight line, and has a sink 5. The washstand 63 is connected to various drainage equipment such as the toilet bowl 7 via a trap (not shown).

前記立管2は、ほぼ全体に亘って中心軸Sが螺旋状に偏
心するように形成されており、基端部が横主管8に接続
されている。
The standpipe 2 is formed so that the center axis S is eccentric in a spiral manner over almost the entirety thereof, and the base end portion is connected to the horizontal main pipe 8.

尚、立管2の偏心径は立管2の管径以上に設定すること
が好ましい。また、立管2の材質としては、加工性及び
耐腐食性の面から合成樹脂(特にオレフィン系樹脂)が
好ましい。
In addition, it is preferable that the eccentric diameter of the standpipe 2 is set to be larger than the pipe diameter of the standpipe 2. Further, as the material for the standpipe 2, synthetic resin (especially olefin resin) is preferable from the viewpoint of workability and corrosion resistance.

また立管2は、少なくとも継手3との接続に相当する部
分以外が、中心軸を螺旋状に偏心させて形成されていて
もよい。
Further, the standpipe 2 may be formed with the central axis eccentrically arranged in a spiral manner, at least in a portion other than the portion corresponding to the connection with the joint 3.

前記継手3は、横枝管受口31が左右に開口して設けら
れ、かつ立管受口32が上方と下方に開口して設けられ
ている。
The joint 3 is provided with a horizontal branch pipe socket 31 opening to the left and right, and a stand pipe socket 32 opening upwardly and downwardly.

次に実施例の作用を説明する。Next, the operation of the embodiment will be explained.

流し台5.洗面台69便器7等の各排水設備機器から排
水された汚水Wは、まず横枝管lを通って横枝管受口3
1から継手3に流入する。そして、継手3の立管受口3
2から立管2に流入し、立管2を通って横主管8に流下
する。
Sink 5. The wastewater W drained from each drainage equipment such as the wash basin 69 and the toilet bowl 7 first passes through the side branch pipe l to the side branch pipe inlet 3.
1 into the joint 3. And the standpipe socket 3 of the joint 3
2 into the standpipe 2, passes through the standpipe 2, and flows down to the horizontal main pipe 8.

立管2は、全体に亘って中心軸が螺旋状に偏心するよう
に形成されているので、汚水Wは立管2において、上か
ら下まで螺旋状に旋回しながら低速度で流下する(第3
図参照)。
Since the standpipe 2 is formed so that the central axis is eccentric in a spiral manner throughout the standpipe 2, the wastewater W flows down at a low speed in the standpipe 2 while spirally turning from top to bottom. 3
(see figure).

また、螺旋状に旋回する汚水Wの流れは、その遠心力に
より立管2の一方に汚水Wが偏る部分流(第9図す参照
)となるので、本実施例の立管2においては、水輪流と
なることなく上から下までの全体に亘ってこの部分流が
連続する。即ち、途中水栓状態が発生しないので、汚水
Wが流れている以外の部分に形成される空気の空気流路
Aも上から下まで螺旋状に連続して確保できる。
In addition, the flow of the spirally rotating wastewater W becomes a partial flow in which the wastewater W is biased toward one side of the standpipe 2 due to the centrifugal force (see Fig. 9), so in the standpipe 2 of this embodiment, This partial flow continues throughout from the top to the bottom without forming a water ring. That is, since a faucet condition does not occur in the middle, the air flow path A for air formed in a portion other than where the dirty water W is flowing can also be secured in a continuous spiral shape from top to bottom.

また、横枝管lを流れる汚水Wと立管2を流下する汚水
Wは継手3内において合流するが、継手3は縦方向の長
さがほぼ30cm程度と短く、立管2を流下する汚水W
の流れが分流状態のまま維持されるので、横枝管lを流
れる汚水Wは、立管3を流下する汚水Wの流れの妨げに
なることもなく、スムーズに合流する(第4図参照)。
In addition, the sewage W flowing through the side branch pipe 1 and the sewage W flowing down the standpipe 2 meet in the joint 3, but the joint 3 has a short vertical length of approximately 30 cm, and the sewage flowing down the standpipe 2 W
Since the flows are maintained in a divided state, the sewage W flowing through the side branch pipe 1 joins smoothly without interfering with the flow of sewage W flowing down the standpipe 3 (see Figure 4). .

また、立管2から横主管8に流入する際においても、そ
の流れは部分流のままであり、立管2内の空気流路Aと
横主管8の空気流路Aは連続している(第5図参照)。
Also, when flowing from the standpipe 2 into the horizontal main pipe 8, the flow remains a partial flow, and the air flow path A in the standpipe 2 and the air flow path A in the horizontal main pipe 8 are continuous ( (See Figure 5).

このように、横枝管1.立管2.#!手3.横主管8で
形成される排水管において空気流路Aは連続しているの
で、排水管内部の空気はこの空気流路Aを通って立管2
の上端の開口端から空気中に抜けていく。
In this way, the lateral branch pipe 1. Standpipe 2. #! Hand 3. Since the air flow path A is continuous in the drain pipe formed by the horizontal main pipe 8, the air inside the drain pipe passes through this air flow path A to the standpipe 2.
It escapes into the air from the open end at the top.

従って、本実施例では、確実に排水管内の圧力変動を減
少させることができ、それによりトラップの封水の破れ
や、汚水の吹き出しを確実に防止できる。
Therefore, in this embodiment, it is possible to reliably reduce the pressure fluctuation within the drain pipe, thereby reliably preventing the water seal of the trap from breaking and the sewage from blowing out.

次に、第2実施例と第3実施例について説明する。Next, a second example and a third example will be described.

尚、第2実施例及び第3実施例を説明するにあたり、第
1実施例と同様の構成には図面に同じ符号を付して説明
を省略する。また、作用についても第1実施例と同様の
作用は説明を省略する。
In describing the second and third embodiments, the same components as those in the first embodiment are denoted by the same reference numerals in the drawings, and the explanation thereof will be omitted. Further, regarding the operations, explanations of operations similar to those of the first embodiment will be omitted.

第2実施例は、第6図に示すように、立管2を他の給水
管9の外周に沿って巻き付けた例である。尚、給水管9
に代えて棒部材を用いてもよい。このように、立管2を
給水管9や棒部材に巻き付けると、全体の強度向上を図
ることもできる。
The second embodiment is an example in which the standpipe 2 is wrapped around the outer periphery of another water supply pipe 9, as shown in FIG. In addition, water supply pipe 9
A rod member may be used instead. In this way, by wrapping the standpipe 2 around the water supply pipe 9 or the rod member, the overall strength can be improved.

第3実施例は、第7図に示すように、立管2を内管とし
て、この立管2の外側に鋼管0石綿管等による外管IO
を設け、二層構造にした例である。このように外管10
を設けることにより、防音及び耐火性の向上を図ること
ができる。尚、外管IOは、防火区画貫通部(各開スラ
ブ近傍部分)にのみ設けてもよいし、また立管2の全長
に亘って設けてもよい。また、内管となる立管2は、可
撓性樹脂で形成すると外管10に挿入し易I/X0 以上、本発明の実施例を図面により詳述してきたが、具
体的な構成はこの実施例に限られるものではなく本発明
の要旨を逸脱しない範囲の設計変更等があっても本発明
に含まれる。
In the third embodiment, as shown in FIG. 7, a standpipe 2 is used as an inner pipe, and an outer pipe IO made of a steel pipe, a zero-asbestos pipe, etc. is placed outside the standpipe 2.
This is an example of a two-layer structure. In this way, the outer tube 10
By providing this, it is possible to improve soundproofing and fire resistance. Note that the outer pipe IO may be provided only at the fireproof compartment penetration portion (near each open slab), or may be provided over the entire length of the standpipe 2. Furthermore, if the standpipe 2 serving as the inner pipe is made of flexible resin, it can be easily inserted into the outer pipe 10 at I/X0. The invention is not limited to the embodiments, and any design changes or the like that do not depart from the gist of the invention are included in the invention.

例えば実施例では、継手を、その垂直方向中心軸が直線
状になるよう形成したが、立管と同様螺旋状に偏心させ
て形成してもよい。
For example, in the embodiment, the joint is formed so that its vertical center axis is linear, but it may be formed eccentrically in a spiral shape, similar to the standpipe.

(発明の効果) 以上説明してきたように、本発明の排水用立管にあって
は、上から下までの全体に亘って、汚水を旋回させなが
ら低速度で流下させることができると共に、上から下ま
で連続した空気流路を確保できるので、確実に排水管内
の圧力変動を減少させることができる。そして、それに
よりトラップの封水の破れや、汚水の吹き出しを確実に
防止できるという効果が得られる。
(Effects of the Invention) As explained above, in the drainage standpipe of the present invention, wastewater can flow down at a low speed while swirling throughout the entire area from top to bottom. Since a continuous air flow path can be ensured from the top to the bottom, pressure fluctuations inside the drain pipe can be reliably reduced. As a result, it is possible to reliably prevent the water seal from breaking in the trap and the sewage from blowing out.

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

第1図は本発明実施例の排水用立管の配管状態を示す建
築物の縦断面図、第2図は実施例の排水用立管と横枝管
の接続状態を示す側面図、第3図〜第5図は実施例の排
水用立管内の汚水の流下状態を示す側面図、第6図は第
2実施例の排水用立管を示す側面図、第7図は第3実施
例の排水用立管な示す側面図、第8図は従来の排水用立
管内の汚水の流下状態を示す側面図、第9図(a)はa
−a断面図、第9図(b)はb−b断面図、第9図(c
)はC−C断面図である。 t ’−・・横枝管 2・・・立管 3・・・継手 5・・・流し台(排水設備機器) 6・・・洗面台(排水設備機器) 7・・・便器(排水設備機器) 8・・・横主管 S・・・中心軸 A・・−空気流路 W−・汚水 特  許  出  願  人 積水化学工業株式会社 代表者 廣1)馨 第9図 第8図      。。。
Fig. 1 is a vertical cross-sectional view of a building showing the piping state of the drainage standpipe according to the embodiment of the present invention, Fig. 2 is a side view showing the connection state of the drainage standpipe and the horizontal branch pipe of the embodiment, and Fig. 3 Figures 5 to 5 are side views showing the flow of sewage in the drainage standpipe of the embodiment, Figure 6 is a side view showing the drainage standpipe of the second embodiment, and Figure 7 is the side view of the drainage standpipe of the third embodiment. A side view showing a drainage standpipe, Fig. 8 is a side view showing the flow state of sewage in a conventional drainage standpipe, Fig. 9(a) is a
-a sectional view, Fig. 9(b) is a bb-b sectional view, Fig. 9(c)
) is a CC sectional view. t'-...Horizontal pipe 2...Stand pipe 3...Joint 5...Sink (drainage equipment) 6...Wash stand (drainage equipment) 7...Toilet (drainage equipment) 8...Horizontal main pipe S...Central axis A...-Air flow path W--Sewage patent application Sekisui Chemical Co., Ltd. Representative Hiroshi 1) Kaoru Figure 9 Figure 8. . .

Claims (1)

【特許請求の範囲】[Claims] 1)建築物内部に設置されている各排水設備機器から排
水される汚水を建築物外部に排水する排水管のうち、垂
直方向に配設される排水用立管が、ほぼ全体に亘って中
心軸が螺旋状に偏心するように形成されていることを特
徴とする排水立管。
1) Among the drainage pipes that drain wastewater from each drainage equipment installed inside the building to the outside of the building, the vertical drainage standpipe is the center of the drainage pipe that is installed in the vertical direction. A drainage standpipe characterized by having a shaft that is eccentrically formed in a spiral shape.
JP16418588A 1988-06-30 1988-06-30 Vertical drain pipe Pending JPH0213621A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16418588A JPH0213621A (en) 1988-06-30 1988-06-30 Vertical drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16418588A JPH0213621A (en) 1988-06-30 1988-06-30 Vertical drain pipe

Publications (1)

Publication Number Publication Date
JPH0213621A true JPH0213621A (en) 1990-01-18

Family

ID=15788313

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16418588A Pending JPH0213621A (en) 1988-06-30 1988-06-30 Vertical drain pipe

Country Status (1)

Country Link
JP (1) JPH0213621A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102465603A (en) * 2010-11-05 2012-05-23 帅颂宪 Manufacturing method of non-fine concrete sandwich wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102465603A (en) * 2010-11-05 2012-05-23 帅颂宪 Manufacturing method of non-fine concrete sandwich wall

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