JPH0682182U - Centrifugal air vent drainage flow rate cap and drainage device using the cap - Google Patents

Centrifugal air vent drainage flow rate cap and drainage device using the cap

Info

Publication number
JPH0682182U
JPH0682182U JP029600U JP2960093U JPH0682182U JP H0682182 U JPH0682182 U JP H0682182U JP 029600 U JP029600 U JP 029600U JP 2960093 U JP2960093 U JP 2960093U JP H0682182 U JPH0682182 U JP H0682182U
Authority
JP
Japan
Prior art keywords
cap
drainage
flow rate
centrifugal air
air vent
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
JP029600U
Other languages
Japanese (ja)
Inventor
昭彦 中島
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP029600U priority Critical patent/JPH0682182U/en
Publication of JPH0682182U publication Critical patent/JPH0682182U/en
Pending legal-status Critical Current

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  • Sink And Installation For Waste Water (AREA)
  • Sewage (AREA)

Abstract

(57)【要約】 【目的】 貯水部分より自然流下で排水または給水させ
る際の流量を促進させる。 【構成】 鍔6付き円筒体7の内壁に、少なくとも1個
以上の傾斜角を持つ案内羽根8を有することを特徴とす
る遠心空気抜き排水流量促進用キャップ4、及びこのキ
ャップ4を有することを特徴とする排水装置。
(57) [Summary] [Purpose] To accelerate the flow rate when draining or supplying water from the reservoir part under natural flow. [Structure] A centrifugal air venting drainage flow rate promoting cap 4 characterized by having at least one guide vane 8 having an inclination angle on an inner wall of a cylindrical body 7 with a collar 6, and the cap 4. And drainage equipment.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、遠心空気抜き排水流量促進用キャップ及びそれを用いた排水装置に 関するものである。 TECHNICAL FIELD The present invention relates to a centrifugal air vent drainage flow rate promoting cap and a drainage device using the cap.

【0002】[0002]

【従来の技術】[Prior art]

屋根の谷樋や軒樋から竪樋に接続する落とし口において、排水時に混入される 空気を排気するために、排水口に縦長の排気管を差し込む方式が採用されている 。 At the outlet connected from the roof trough or eaves gutter to the vertical gutter, a vertical exhaust pipe is inserted into the outlet to exhaust the air mixed in during drainage.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

この方式の場合は、排気管の断面積分が落とし口の断面積を小さくすること、 及び排水口より空気が連行されることを前提とした対策では、排水に連行された 空気が地下のマンホールまで到達した場合、排水装置内全体の圧力が上がり、排 水機能を著しく低下させる問題がある。 即ち、排水落とし口より雨水と共に竪樋の内部まで進入した空気は、気泡とな って竪樋の下部まで到達し、やがては落下してくる雨水の間をぬって進入した排 水落とし口に向かって上昇することになる。この竪樋の内部を上昇する気泡は竪 樋の排水能力を著しく低下させ、特に多量の雨水になる程その傾向は顕著になる 。 このため、従来から竪樋の設計法では、流量係数として0.5〜0.6を乗ずる方 式が採用されている。 本考案は、排水口での雨水の落下時に空気の混入を防止するか、又は減少させ ることにより、竪樋の約50%もの断面の有効活用をはかることを目的とするも のである。 In the case of this method, the measures taken on the assumption that the cross-sectional integration of the exhaust pipe reduces the cross-sectional area of the outlet and that air is carried from the drainage port, the air entrained in the drainage reaches the underground manhole. When it reaches, there is a problem that the pressure inside the drainage system rises and the drainage function is significantly reduced. That is, the air that has entered the inside of the vertical gutter together with rainwater from the drainage outlet reaches the lower part of the vertical gutter as bubbles, and eventually enters the drainage outlet that penetrates through the falling rainwater. It will rise towards. The bubbles rising inside the vertical gutter significantly reduce the drainage capacity of the vertical gutter, and the tendency becomes more remarkable as the amount of rainwater increases. For this reason, conventionally, the design method of vertical gutter has adopted the method of multiplying the flow coefficient by 0.5 to 0.6. The present invention aims to effectively utilize a cross section of about 50% of a vertical girder by preventing or reducing air mixing when rainwater falls at a drain port.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、鍔6付き円筒体7の内壁に1個以上の傾斜角を持つ案内羽根8を有 することを特徴とする遠心空気抜き排水流量促進用キャップを要旨とし、また鍔 6付き円筒体7の内壁に1個以上の傾斜角を持つ案内羽根8を有する遠心空気抜 き排水流量促進用キャップ4を、谷樋1の底部の集水枡3の部分に設けたことを 特徴とする排水装置を要旨とするものである。 既設排水落とし口に、鍔6付き円筒体7の内壁に1個以上の傾斜角を持つ案内 羽根8を有するキャップ4を被せることにより、落水時に強制的に渦巻き流を発 生させ、落水時に排水に混入される空気と排水を分離させると共に、渦巻き流中 央部に発生する垂直の空洞より混入空気を排気させることにより排水効率をあげ るものである。 The present invention is directed to a centrifugal air vent drainage flow rate promoting cap characterized by having one or more guide vanes 8 having an inclination angle on the inner wall of the collared body 7 with a collar 6, and the cylindrical body 7 with a collar 6 is also provided. A drainage device characterized in that a centrifugal air drainage drainage flow rate promoting cap 4 having one or more guide vanes 8 having an inclination angle on the inner wall of the drainage pipe is provided at the bottom of the trough 1 in the part of the water collecting basin 3. Is the gist. By covering the existing drainage outlet with the cap 4 having the guide vane 8 having one or more inclination angles on the inner wall of the cylindrical body 7 with the collar 6, a swirl flow is forcibly generated when the water falls and the drainage is performed when the water falls. The efficiency of drainage is improved by separating the air and the wastewater that are mixed into the air flow and by discharging the mixed air from the vertical cavity generated in the center of the spiral flow.

【0005】[0005]

【実施例】【Example】

次に本考案の詳細な内容について、実施例に基づいて説明する。 図1は谷樋1に接続する排水落とし口2と集水枡3及び竪樋5の縦断側面図を 示すものであり、図2ないし図4は本考案の実施例に係るキャップ4を例示する 斜視図、平面図および縦断側面図である。 すなわち、図1ないし図4に示すように、上端に鍔6を有する円筒体7の内壁 に、1個以上の傾斜角を持つ案内羽根8を設けた遠心空気抜き排水流量促進用キ ャップ4、及びこのキャップ4を谷樋1の底部で集水枡3の落とし口2に前記鍔 6を引掛けるように設けてなる排水装置である。 Next, detailed contents of the present invention will be described based on embodiments. FIG. 1 is a vertical sectional side view of a drainage outlet 2, a water collecting basin 3 and a vertical gutter 5 which are connected to a trough 1, and FIGS. 2 to 4 illustrate a cap 4 according to an embodiment of the present invention. It is a perspective view, a top view, and a vertical side view. That is, as shown in FIG. 1 to FIG. 4, a cap 4 for centrifugal air removal drainage flow rate promotion, in which a guide blade 8 having at least one inclination angle is provided on the inner wall of a cylindrical body 7 having a collar 6 at the upper end, and This is a drainage device in which the cap 4 is provided at the bottom of the trough 1 so that the collar 6 is hooked on the outlet 2 of the water collecting basin 3.

【0006】 なお図において、5は竪樋、7は落水の通路となる円筒体を示す。 また本考案の実施例に係るキャップは、既設設備を改造する必要がなく、既設 排水落とし口2にキャップ4を被せるだけで目的を達成できる。In the figure, 5 is a vertical gutter, and 7 is a cylindrical body that serves as a passage for falling water. Further, the cap according to the embodiment of the present invention does not require modification of existing equipment, and the purpose can be achieved only by covering the existing drainage outlet 2 with the cap 4.

【0007】[0007]

【考案の効果】[Effect of device]

以上述べたように、本考案の遠心空気抜き排水流量促進用キャップ4を、既設 排水落とし口2に被せれば、次の効果を奏する。 自然流下排水落とし口2において、空気の混入を最小限に押さえることがで き、もし空気が混入しても、渦巻き流中央部に発生する垂直の空洞より混入空 気を排気させることが可能になるため、排水能力の低下を最小にし断面効率を 上げることができる。 自然流下排水落とし口2において、空気の混入の可能性の少ない水深の深い 場合では、強制的に発生させる渦巻き流による整流効果により、乱流を防止し 、排水効率を上げることができる。 As described above, if the existing drainage outlet 2 is covered with the centrifugal air vent drainage flow rate promoting cap 4 of the present invention, the following effects are obtained. It is possible to minimize the mixing of air at the natural drainage outlet 2, and even if air is mixed, it is possible to exhaust the mixed air from the vertical cavity generated in the central part of the spiral flow. Therefore, the reduction of drainage capacity can be minimized and the cross-sectional efficiency can be improved. When the natural drainage outlet 2 has a deep water with little possibility of air inclusion, turbulent flow can be prevented and drainage efficiency can be improved by the rectifying effect of the forcibly generated swirl flow.

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

【図1】本考案の実施例を示す縦断側面図である。FIG. 1 is a vertical sectional side view showing an embodiment of the present invention.

【図2】本考案の実施例に係るキャップを例示する斜視
図である。
FIG. 2 is a perspective view illustrating a cap according to an embodiment of the present invention.

【図3】本考案の実施例に係るキャップを示す平面図で
ある。
FIG. 3 is a plan view showing a cap according to an embodiment of the present invention.

【図4】本考案の実施例に係るキャップを示す縦断側面
図である。
FIG. 4 is a vertical sectional side view showing a cap according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 谷樋 2 落とし口 3 集水枡 4 キャップ 5 竪樋 6 鍔 7 円筒体 8 案内羽根 1 Valley gutter 2 Drop port 3 Water collecting basin 4 Cap 5 Vertical gutter 6 Tsuba 7 Cylindrical body 8 Guide blade

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 鍔6付き円筒体7の内壁に1個以上の傾
斜角を持つ案内羽根8を有することを特徴とする遠心空
気抜き排水流量促進用キャップ。
1. A centrifugal air venting drainage flow rate accelerating cap having a guide blade 8 having one or more inclination angles on the inner wall of a cylindrical body 7 with a collar 6.
【請求項2】 鍔6付き円筒体7の内壁に1個以上の傾
斜角を持つ案内羽根8を有する遠心空気抜き排水流量促
進用キャップ4を、谷樋1の底部の集水枡3の部分に設
けたことを特徴とする排水装置。
2. A centrifugal air vent drainage flow rate promoting cap 4 having guide vanes 8 having one or more inclination angles on the inner wall of a cylindrical body 7 with a collar 6 is provided on the bottom of the trough 1 in the portion of the water collecting basin 3. A drainage device characterized by being provided.
JP029600U 1993-05-11 1993-05-11 Centrifugal air vent drainage flow rate cap and drainage device using the cap Pending JPH0682182U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP029600U JPH0682182U (en) 1993-05-11 1993-05-11 Centrifugal air vent drainage flow rate cap and drainage device using the cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP029600U JPH0682182U (en) 1993-05-11 1993-05-11 Centrifugal air vent drainage flow rate cap and drainage device using the cap

Publications (1)

Publication Number Publication Date
JPH0682182U true JPH0682182U (en) 1994-11-25

Family

ID=12280571

Family Applications (1)

Application Number Title Priority Date Filing Date
JP029600U Pending JPH0682182U (en) 1993-05-11 1993-05-11 Centrifugal air vent drainage flow rate cap and drainage device using the cap

Country Status (1)

Country Link
JP (1) JPH0682182U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007192024A (en) * 2007-05-10 2007-08-02 Isamu Tojikubo Swirl drain port
JP2007198130A (en) * 2007-05-21 2007-08-09 Isamu Tojikubo Swirl drain port
JP2016156243A (en) * 2015-02-26 2016-09-01 株式会社コーセイ Side ditch drainage device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5030348A (en) * 1973-06-21 1975-03-26
JPS5623501A (en) * 1979-08-04 1981-03-05 Susumu Mitoya Internal motive engine
JP3128124B2 (en) * 1989-06-13 2001-01-29 東ソー株式会社 Conductive metal oxide sintered body and use thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5030348A (en) * 1973-06-21 1975-03-26
JPS5623501A (en) * 1979-08-04 1981-03-05 Susumu Mitoya Internal motive engine
JP3128124B2 (en) * 1989-06-13 2001-01-29 東ソー株式会社 Conductive metal oxide sintered body and use thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007192024A (en) * 2007-05-10 2007-08-02 Isamu Tojikubo Swirl drain port
JP2007198130A (en) * 2007-05-21 2007-08-09 Isamu Tojikubo Swirl drain port
JP2016156243A (en) * 2015-02-26 2016-09-01 株式会社コーセイ Side ditch drainage device

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Effective date: 19971007