JP5757052B2 - Water level responsive automatic open / close valve in rainwater power generation - Google Patents
Water level responsive automatic open / close valve in rainwater power generation Download PDFInfo
- Publication number
- JP5757052B2 JP5757052B2 JP2012289470A JP2012289470A JP5757052B2 JP 5757052 B2 JP5757052 B2 JP 5757052B2 JP 2012289470 A JP2012289470 A JP 2012289470A JP 2012289470 A JP2012289470 A JP 2012289470A JP 5757052 B2 JP5757052 B2 JP 5757052B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- rainwater
- water level
- power generation
- close valve
- 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
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
屋上に貯留した雨水を用いた水力発電システムにおいて、発電機へ供給する雨水の水路口を水位に応じて自動的に開閉する自動弁に関する。 The present invention relates to an automatic valve that automatically opens and closes a waterway opening of rainwater supplied to a generator in accordance with a water level in a hydroelectric power generation system using rainwater stored on a rooftop.
ビル屋上に溜った雨水を利用した水力発電装置は種々ある。例えば、特許文献1では屋上の貯水槽に雨水が溜った状態で開閉バルブを開けている。また例えば、特許文献2では縦樋の途中に集水濾過槽を設けることで流量を調節している。しかし、これらの先行技術では、いずれも、貯留槽に雨水を貯留したのち開閉バルブを開けるか、もう一度貯留槽を通している。
この場合の開閉バルブの操作は、人力または電動が考えられる。There are various hydroelectric generators using rainwater collected on the building roof. For example, in Patent Document 1, the open / close valve is opened in a state where rainwater has accumulated in a water storage tank on a rooftop. For example, in patent document 2, the flow volume is adjusted by providing a water collection filtration tank in the middle of a vertical shaft. However, in each of these prior arts, after rainwater is stored in the storage tank, the open / close valve is opened or the storage tank is passed through again.
In this case, the operation of the open / close valve may be manual or electric.
先に示した特許文献1では、雨水を貯留槽にためて、雨水を発電機に供給するバルブの開閉操作を人力あるいは、水位を監視しながら設定した水位でバルブの開閉を行なう制御システムと動力、通信系が必要となり、人手、設備、メンテナンス、感電や漏電対策が必要になり、発電原価が非常に高くなるという課題がある。 In the above-mentioned Patent Document 1, the control system and power for opening and closing the valve at the water level set while monitoring the water level by manipulating the opening and closing operation of the valve for supplying the rainwater to the generator by storing rainwater in the storage tank. Therefore, there is a problem that a communication system is required, manpower, facilities, maintenance, electric shock and electric leakage countermeasures are required, and the power generation cost becomes very high.
屋上に雨水を貯留し、また発電機に供給するための水路に取り付けた開閉弁を、貯留した雨水の水位に応じて自動的に開閉可能とする。
即ち、屋上に貯留した雨水が、設定した水位になると浮力で浮上するべく、体積と重量を設定する。
弁は円形あるいは多角形環状の主弁と補助弁とからなり、雨水より比重が小さい材料で製作するか、もしくは内部に空洞を設けることで、弁体の比重を0.1以上1.0未満に設定する。
補助弁は主弁の外周上に設置し、遮水板とこれを浮動させる突起状浮動体とからなり、突起状浮動体の外周には雨水水面の波動による弁開閉の誤作動を防止する防波板を有する。また遮水板は自体の浮動を開始する水位を設定するためと、主弁に直接水圧がかかれば、自体の重量と水圧の関係によっては設定水位以下で浮動するのでこれを防止する。The on-off valve attached to the water channel for storing rainwater on the roof and supplying it to the generator can be automatically opened and closed according to the level of the stored rainwater.
That is, the volume and weight are set so that the rainwater stored on the roof rises with buoyancy when the set water level is reached.
The valve consists of a circular or polygonal ring main valve and auxiliary valve, and is made of a material having a specific gravity smaller than that of rainwater, or by providing a cavity inside, the specific gravity of the valve body is 0.1 or more and less than 1.0. Set to.
The auxiliary valve is installed on the outer periphery of the main valve and consists of a water shielding plate and a projecting floating body that floats it, and the outer periphery of the projecting floating body is used to prevent malfunction of the valve opening and closing due to the wave of rain water surface. Has a corrugated plate. In addition, the water shielding plate prevents the water level at which the water starts to float, and if the water pressure is directly applied to the main valve, it floats below the set water level depending on the relationship between the weight and the water pressure.
弁の中心部は排水管と同径のパイプになっており排水管本来の機能を維持する。 The central part of the valve is a pipe of the same diameter as the drain pipe, maintaining the original function of the drain pipe.
弁は構造が堅牢・単純で安価に大量生産できる。 The valve is robust and simple in structure and can be mass-produced at low cost.
屋上の雨水を開閉バルブや貯水槽・電動弁等の設備をすることなく、安全に安価で簡単に自動的に圧力排水することにより、高層建物の排水管による雨水発電を実用化して、再生可能エネルギーの活用に多大な貢献をすることができる。 Rainwater power generation using drainage pipes in high-rise buildings can be put into practical use by automatically draining the rainwater on the roof without using an open / close valve, water tank, or motorized valve. It can make a great contribution to the use of energy.
主弁及び補助弁は、排水管の呼び径毎に製作する。補助弁の浮動開始水位は主弁本体の沈み代を考慮して「主弁浮上時の流入口面積>排水管断面」の条件を満たすように決める。
排水管が呼び径400のPVC管の場合、内径が39.5センチメ−トルであるので直径はD=10センチメートルになる。 したがって断面積はSp=πxDxD/4=3.14x10x10/4=78.5センチメートルとなる。また、流入口面積Se=管内径x主弁浮上高さから、主弁浮上高さは78.5/39.5=1.98センチメートル以上となる。これに主弁本体の沈み代を0.52センチメートルと仮定しプラスして、2.5センチメートルの水位設定にする。The main valve and auxiliary valve are manufactured for each nominal diameter of the drain pipe. The floating start water level of the auxiliary valve is determined so as to satisfy the condition of “inlet area when the main valve ascends> drain pipe cross section” in consideration of the sinking amount of the main valve body.
When the drain pipe is a PVC pipe having a nominal diameter of 400, the inner diameter is 39.5 centimeters, so the diameter is D = 10 centimeters. Therefore, the cross-sectional area is Sp = πxDxD / 4 = 3.14 × 10 × 10/4 = 78.5 centimeters. In addition, from the inlet area Se = pipe inner diameter x main valve flying height, the main valve flying height is 78.5 / 39.5 = 1.98 centimeters or more. Assuming that the sinking amount of the main valve body is 0.52 centimeters, the water level is set to 2.5 centimeters.
1主弁
2補助弁
2−1遮水板
2−2突起状浮動体
3主弁案内枠
4補助弁浮動開始水位
5防波板
6排水管
7屋上床面1 Main valve 2 Auxiliary valve 2-1 Water shielding plate 2-2 Protruding float 3 Main valve guide frame 4 Auxiliary valve floating start water level 5 Wave breaker 6 Drain pipe 7 Roof floor
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012289470A JP5757052B2 (en) | 2012-12-25 | 2012-12-25 | Water level responsive automatic open / close valve in rainwater power generation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012289470A JP5757052B2 (en) | 2012-12-25 | 2012-12-25 | Water level responsive automatic open / close valve in rainwater power generation |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2014125875A JP2014125875A (en) | 2014-07-07 |
JP5757052B2 true JP5757052B2 (en) | 2015-07-29 |
Family
ID=51405592
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2012289470A Expired - Fee Related JP5757052B2 (en) | 2012-12-25 | 2012-12-25 | Water level responsive automatic open / close valve in rainwater power generation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP5757052B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113915567A (en) * | 2021-11-01 | 2022-01-11 | 陈秀珍 | Intelligent monitoring street lamp |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003201947A (en) * | 2001-12-28 | 2003-07-18 | Toshiba Eng Co Ltd | Power generation facility of small scale |
JP2010169006A (en) * | 2009-01-23 | 2010-08-05 | Sumitomo Mitsui Construction Co Ltd | Multi-story building with hydraulic power generating system |
JP2012067566A (en) * | 2010-09-27 | 2012-04-05 | Lixil Corp | Water-retention equipment |
-
2012
- 2012-12-25 JP JP2012289470A patent/JP5757052B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2014125875A (en) | 2014-07-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204662649U (en) | A kind of integral intelligent pumping plant | |
KR101809686B1 (en) | Elevating type water shielding wall structure | |
CN102900125B (en) | The method that seawater is drawn and conveying device | |
CN204225213U (en) | The dirty part flow arrangement of building rain | |
KR101261033B1 (en) | A power generation machine structure using skyscraper waterdrop | |
CN106400933A (en) | Roof rainwater source regulating device based on sponge city concept and running method | |
JP5757052B2 (en) | Water level responsive automatic open / close valve in rainwater power generation | |
CN206529799U (en) | A kind of novel buoyant inspection shaft | |
CN203256886U (en) | Inspection well for preventing sundries from overflowing | |
CN206052492U (en) | A kind of shunting water absorber for both sides of the road draining | |
CN202298884U (en) | Intelligent sewage automatic hoisting equipment | |
CN204898844U (en) | Prevent current -limiting vatch basin that flows backward | |
CN201443086U (en) | Device for collecting rainwater of buildings | |
CN106759500A (en) | A kind of novel buoyant inspection shaft | |
CN110056069A (en) | A kind of high pressure flood control sewer drainage system | |
CN210797260U (en) | Bridge drainage structures | |
CN202273311U (en) | Road odor-resistant drainage channel facility | |
CN208618531U (en) | A kind of basement structure water guiding system | |
CN208219778U (en) | A kind of pull-type outlet device with spilling water function | |
CN207295964U (en) | A kind of horizontal prefabricated pumping plant of integration | |
CN106320289A (en) | Safe water conservancy flood discharge electricity generation equipment | |
CN202227464U (en) | Upper floating cover system for rubbish percolate adjusting tank | |
CN207118486U (en) | Heavy rain runs fish protection device in fish pond | |
CN205116292U (en) | Waterlogging building underground tank is prevented in self -interacting | |
CN216379635U (en) | Basement anti drainage system that floats |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20141009 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20141021 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20150217 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20150225 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20150512 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20150518 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 5757052 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |