JPH0429088Y2 - - Google Patents
Info
- Publication number
- JPH0429088Y2 JPH0429088Y2 JP1986137223U JP13722386U JPH0429088Y2 JP H0429088 Y2 JPH0429088 Y2 JP H0429088Y2 JP 1986137223 U JP1986137223 U JP 1986137223U JP 13722386 U JP13722386 U JP 13722386U JP H0429088 Y2 JPH0429088 Y2 JP H0429088Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- water supply
- float
- supply pipe
- pipe
- 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
Links
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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、海洋エネルギーのうち波力を利用す
る波力ポンプに関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a wave pump that utilizes wave power among marine energy.
海洋エネルギーの利用の一つとして波力による
発電システムが研究されている。この波力発電は
一例として、波が来るとバケツを逆さにしたよう
な空気ピストン室の空気が圧縮されて、波が引け
ばふくらむという空気の動きで上部の空気タービ
ンを回し、発電するものである。
Wave power generation systems are being researched as one way to utilize ocean energy. One example of wave power generation is when a wave comes, the air in an air piston chamber shaped like an upside-down bucket is compressed, and when the wave recedes, the air expands, turning the upper air turbine and generating electricity. be.
このように波力発電はその多くが空気室等を用
いたもので、機構が複雑で建造コストが大きいも
のとなるため実用化は十分には進んでいない。 As described above, most wave power generation uses air chambers, etc., and the mechanism is complicated and the construction cost is high, so practical application has not progressed sufficiently.
一方、海洋は比較的厳しい自然環境を考える
と、建設、メンテナンスに人手がかからず、簡易
構造で自然のエネルギーをうまく利用するものが
望まれるが、従来これに関し確立された技術は存
在していなかつた。 On the other hand, considering the relatively harsh natural environment of the ocean, it is desirable to have a structure that does not require much labor to construct and maintain, has a simple structure, and makes good use of natural energy, but there is currently no established technology for this. Nakatsuta.
かかる事情を考慮して、海中に設置したケーソ
ン内にフロートを収め、波浪によるケーソン内へ
の海水の出入れでフロートが上下動することを利
用して波エネルギーを位置エネルギーに変換して
ポンプ動力として用い、海水を揚水できるように
した波力ポンプを、出願人は先に実願昭60−
180618号(実開昭62−87184号公報参照)として
提案した。 Taking these circumstances into consideration, a float is housed in a caisson installed underwater, and the pump is powered by converting wave energy into potential energy by utilizing the vertical movement of the float as seawater moves in and out of the caisson due to waves. The applicant first applied for a wave-powered pump in 1983 to pump seawater.
It was proposed as No. 180618 (see Utility Model Application Publication No. 62-87184).
この実願昭60−180618号のものは、ケーソン内
に外管を一体的に突設したフロートを収め、この
外管内に内管を挿入したもので、波浪によるフロ
ートの上下を利用して外管及び内管内に水を取入
れ、内管に連通した送液管へと水を押出すように
している。 In this patent application No. 180618/1987, a float with an integrally protruding outer pipe is housed inside the caisson, and an inner pipe is inserted into the outer pipe, and the float is raised and lowered by the waves. Water is taken into the pipe and the inner pipe, and the water is forced out to a liquid sending pipe connected to the inner pipe.
ところが、かかる構造のものは波の下降時にフ
ロートが下降することでこれと一体の外管内に水
を取込み、波の上昇時にフロートが上昇すること
で外管内に取入れた水を内管へと押出し、さらに
送液管へと送り出すものであるため、波がまず下
降し、次いで上昇してはじめてポンプ運動の1サ
イクルが形成されることとなり、ポンプ機能の効
率がよいものとはいえなかつた。 However, with such a structure, when the wave descends, the float descends, drawing water into the outer tube that is integrated with it, and when the wave rises, the float rises, pushing the water taken into the outer tube into the inner tube. Since the liquid is then sent out to the liquid delivery pipe, one cycle of pumping movement is formed only when the waves first descend and then rise, and the pumping function cannot be said to be efficient.
本考案の目的は前記従来例の不都合を解消し、
波の上昇時にも下降時にも水を送り出すことがで
きポンプ機能を充分に活用できる波力ポンプを提
供することにある。 The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide a wave pump capable of pumping out water both when waves rise and when waves fall, and which can fully utilize the pumping function.
本考案は前記目的を達成するため、波浪による
水の出入口用開口を側面に形成したケーソン内の
フロートに、一端を水の取入口とした貫通孔を垂
直に設けるとともに、該フロートの下部にピスト
ンを一体的に垂設し、前記貫通孔内に、ケーソン
側に固定した給水管の下端を水密かつ摺動自在に
挿入し、前記給水管の下端開口及び貫通孔の下端
開口にそれぞれ逆流防止弁を設け、また、一端を
水の取入口に、他端を排水口とした他の給水管の
途中に立上げた分岐管を前記フロートの下方に配
設し、該分岐管内にピストンを挿入し、該給水管
の水の取入口側と排水口側とにそれぞれ逆流防止
弁を設けたことを要旨とするものである。
In order to achieve the above object, the present invention has a float in a caisson with an opening for inlet and outlet of water caused by waves formed on the side surface, a through hole with one end as an inlet for water, and a piston at the bottom of the float. The lower end of the water supply pipe fixed to the caisson side is inserted into the through hole in a watertight and slidable manner, and the lower end opening of the water supply pipe and the lower end opening of the through hole are each provided with a backflow prevention valve. In addition, a branch pipe raised in the middle of another water supply pipe with one end as a water intake port and the other end as a drain port is arranged below the float, and a piston is inserted into the branch pipe. , the gist is that a backflow prevention valve is provided on each of the water intake side and the water outlet side of the water supply pipe.
本考案によれば、波力によるケーソン内への海
水の出入りでフロートが上下動し、これにともな
つてフロートに形成してある貫通孔とケーソン側
の管とで作りだす密閉室の容積が変化すると同時
に、ピストンが給水管内を摺動して該給水管内の
容積も変化し、その結果、波の上昇時にはフロー
ト側の貫通孔内に取入れた海水が貫通孔に挿入し
た給水管側へ、また、波の下降時にはピストンが
挿入する分岐管側に取入れた海水が別の給水管に
それぞれ圧送される。
According to this invention, the float moves up and down as seawater moves in and out of the caisson due to wave force, and as a result, the volume of the sealed chamber created by the through hole formed in the float and the pipe on the caisson side changes. At the same time, the piston slides inside the water supply pipe and the volume inside the water supply pipe changes.As a result, when waves rise, the seawater taken into the through-hole on the float side flows into the water supply pipe inserted into the through-hole. When the waves descend, the seawater taken into the branch pipe where the piston is inserted is pumped into separate water supply pipes.
以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
第1図は本考案の波力ポンプの実施例を示す縦
断正面図、第2図は同上フロートの上昇時を示す
縦断正面図で、図中1はコンクリート製もしくは
鋼製の柱状ケーソンを示し、その側面下方には波
浪による水の出入用開口2を形成し、ここに塵な
どの異物混入防止のためのスクリーン3を設けて
いる。 Fig. 1 is a longitudinal sectional front view showing an embodiment of the wave pump of the present invention, Fig. 2 is a longitudinal sectional front view showing the same float when it is raised, and 1 in the figure shows a columnar caisson made of concrete or steel. An opening 2 for inlet/output of water caused by waves is formed at the lower side of the opening, and a screen 3 is provided here to prevent foreign matter such as dust from entering.
図中4は前記ケーソン1内に収納する、ケーソ
ン1とほぼ同径のフロートを示し、このフロート
4には上下に貫通する孔5を形成し、該貫通孔5
の下端を水の取入口5aとし、ここに内側にのみ
開く逆流防止弁6aを設けた。 In the figure, reference numeral 4 indicates a float having approximately the same diameter as the caisson 1, which is housed in the caisson 1, and a hole 5 passing through the float 4 vertically is formed in the float 4.
The lower end of the tank is a water intake port 5a, and a check valve 6a that opens only inward is provided there.
一方、送液配管(図示せず)に連通する給水管
7をケーソン1の上部からケーソン1内に挿入し
固定して、この給水管7の先端部分を止水用のO
リング8を介して前記貫通孔5内に水密かつ摺動
自在に挿入し、該給水管7の下端の取水口に内側
にのみ開く逆流防止弁6bを設ける。 On the other hand, a water supply pipe 7 that communicates with a liquid supply pipe (not shown) is inserted into the caisson 1 from the top of the caisson 1 and fixed, and the tip of this water supply pipe 7 is connected to an O
A backflow prevention valve 6b is provided at the water intake port at the lower end of the water supply pipe 7, which is inserted into the through hole 5 through a ring 8 in a watertight and slidable manner and opens only inward.
また、前記フロート4の下部にピストン9を一
体的に突設するとともに、ケーソン1の底部に前
記給水管7とは別の給水管10を配設した。この
給水管10は一端を取水口10a、他端を排水口
10bとし、その途中に分岐管101を立上げシ
リンダーとしたもので、該分岐管101内に前記
ピストン9を挿入し、また、取水口10aと排水
口10bとにそれぞれ下流側にのみ開く逆流防止
弁11a,11bを設けた。 Further, a piston 9 is integrally provided at the bottom of the float 4 and a water supply pipe 10 separate from the water supply pipe 7 is provided at the bottom of the caisson 1. This water supply pipe 10 has a water intake port 10a at one end and a drain port 10b at the other end, and a branch pipe 101 is set up as a cylinder in the middle, and the piston 9 is inserted into the branch pipe 101. Backflow prevention valves 11a and 11b, which open only on the downstream side, are provided at the port 10a and the drain port 10b, respectively.
なお、これらピストン9、分岐管101の個数
は、図示の例では2個となつているが、これに限
定されるものではなく、フロート4の大きさや揚
水量などを考慮して適宜決定することができる。 Although the number of pistons 9 and branch pipes 101 is two in the illustrated example, it is not limited to this, and may be determined as appropriate in consideration of the size of the float 4, the amount of water pumped, etc. I can do it.
図中12は、給水管7をケーソン1に固定する
ための補助材を示す。 In the figure, 12 indicates an auxiliary material for fixing the water supply pipe 7 to the caisson 1.
次に使用法及び動作について説明すると、波の
下降時には第1図に示すようにフロート4が水面
の下降に伴い下降する。この時フロート4の貫通
孔5に挿入されている給水管7はケーソン1に固
定されていて動かないから、給水管7よりも下方
の貫通孔5内容積が大きくなり、負圧が生じて逆
流防止弁6aが内側に開き、開口2からケーソン
1内に入つた海水がこの取入口5aを通つて貫通
孔5内に流入する。 Next, the usage and operation will be explained. When waves descend, the float 4 descends as the water surface descends, as shown in FIG. At this time, the water supply pipe 7 inserted into the through hole 5 of the float 4 is fixed to the caisson 1 and does not move, so the internal volume of the through hole 5 below the water supply pipe 7 becomes larger, creating negative pressure and backflow. The prevention valve 6a opens inward, and the seawater that has entered the caisson 1 from the opening 2 flows into the through hole 5 through the intake port 5a.
一方、フロート4が下降するとこれと一体のピ
ストン9も分岐管101内をスライドして下降し
て、給水管10内の海水を逆流防止弁11bを押
し開いて排水口10bへと押し出す。 On the other hand, when the float 4 descends, the piston 9 integrated with it also slides down within the branch pipe 101 and pushes the seawater within the water supply pipe 10 open to the drain port 10b by pushing open the check valve 11b.
次に、波が上昇すると第2図に示すようにフロ
ート4が水面の上昇にともない上昇して、下降時
に海水を取込んだ貫通孔5内容積を縮め、今度は
逆流防止弁6bが開いて海水を給水管7内へと圧
送する。 Next, when the waves rise, the float 4 rises as the water surface rises, reducing the internal volume of the through hole 5 that takes in seawater when it descends, as shown in Fig. 2, and the backflow prevention valve 6b opens. Seawater is forced into the water supply pipe 7.
同時に、フロート4の上昇はピストン9の上昇
をともない分岐管101及び給水管10内の容積
を増大させるので、逆流防止弁11aが開き逆流
防止弁11bが閉じて、取水口10aから給水管
10内に海水が取込まれる。 At the same time, the rise of the float 4 causes the piston 9 to rise, increasing the volume inside the branch pipe 101 and the water supply pipe 10, so the check valve 11a opens and the check valve 11b closes, causing the inside of the water supply pipe 10 to flow from the water intake 10a. seawater is taken in.
このように波の上昇、下降にともなうフロート
の上下動により、2つの給水管7,10に水を取
入れ、送水するものであるが、一方の給水管7ま
たは10で取水している時は他方の給水管10ま
たは7では送水するから、装置全体では取水と送
水とのいずれもが常時行われることとなり、途切
れることなく取水、送水を行うことができる。 In this way, water is taken into the two water supply pipes 7 and 10 by the vertical movement of the float as the waves rise and fall, and the water is transmitted. When one water supply pipe 7 or 10 is taking water, the other Since water is conveyed through the water supply pipe 10 or 7, both water intake and water conveyance are performed constantly in the entire system, and water can be taken and conveyed without interruption.
なお、前記実施例ではピストン9が挿入される
給水管10でも、海水を取水し送水するようにし
ているが、該給水管10は任意の場所まで延長す
ることが可能であり、この場合は該給水管10を
海水以外の流体の圧送に使用することもできる。 In the above embodiment, the water supply pipe 10 into which the piston 9 is inserted also takes in seawater and sends it, but the water supply pipe 10 can be extended to any desired location. The water supply pipe 10 can also be used to pump fluids other than seawater.
その他、海洋開発産業関係の分野で、波力揚水
発電、養魚場への給水、海水土木工事等への利用
やエアコンプレツサーとしての利用が考えられ、
例えば、上方に貯水池を作ることにより、この貯
水池に海水を注ぎ込み、ここからの海水で通常の
水力発電機によつて配電を行うことが可能とな
る。 In addition, it can be used in fields related to the marine development industry, such as wave pumped storage power generation, water supply to fish farms, seawater civil engineering work, and as an air compressor.
For example, by constructing a reservoir above, it becomes possible to pour seawater into the reservoir and use the seawater from there to generate electricity using a conventional hydroelectric generator.
以上述べたように本考案の波力ポンプは、1つ
のフロートの上下動で取水と送水とを途切れるこ
となく常時行えるようにしたので、ポンプ機能を
充分に活用でき、取水及び送水効率の向上を図る
ことができ、またそのために装置全体を特に大型
化する必要もないものである。
As mentioned above, the wave pump of the present invention is able to constantly perform water intake and water supply without interruption by the vertical movement of a single float, so the pump function can be fully utilized and water intake and water transmission efficiency can be improved. Moreover, there is no need to particularly enlarge the entire device for this purpose.
第1図は本考案の波力ポンプの実施例を示す縦
断正面図、第2図は同上フロートの上昇時を示す
縦断正面図である。
1……ケーソン、2……水の出入用開口、3…
…スクリーン、4……フロート、5……貫通孔、
5a……取入口、6a,6b……逆流防止弁、7
……給水管、8……Oリング、9……ピストン、
10……給水管、101……分岐管、10a……
取水口、10b……排水口、11a,11b……
逆流防止弁、12……補助材。
FIG. 1 is a longitudinal sectional front view showing an embodiment of the wave pump of the present invention, and FIG. 2 is a longitudinal sectional front view showing the same float when it is raised. 1...Caisson, 2...Water inlet/outlet opening, 3...
...Screen, 4...Float, 5...Through hole,
5a...Intake port, 6a, 6b...Return prevention valve, 7
... Water supply pipe, 8 ... O ring, 9 ... Piston,
10... Water supply pipe, 101... Branch pipe, 10a...
Water intake, 10b... Drainage port, 11a, 11b...
Non-return valve, 12...Auxiliary material.
Claims (1)
ケーソン内のフロートに、一端を水の取入口とし
た貫通孔を垂直に設けるとともに、該フロートの
下部にピストンを一体的に垂設し、前記貫通孔内
に、ケーソン側に固定した給水管の下端を水密か
つ摺動自在に挿入し、前記給水管の下端開口及び
貫通孔の下端開口にそれぞれ逆流防止弁を設け、
また、一端を水の取入口に、他端を排水口とした
他の給水管の途中に立上げた分岐管を前記フロー
トの下方に配設し、該分岐管内にピストンを挿入
し、該給水管の水の取入口側と排水口側とにそれ
ぞれ逆流防止弁を設けたことを特徴とする波力ポ
ンプ。 A through hole with one end as an inlet for water is vertically provided in a float in a caisson which has an opening for inlet and outlet of water caused by waves formed on the side surface, and a piston is integrally installed vertically at the lower part of the float. A lower end of a water supply pipe fixed to the caisson side is inserted into the hole in a watertight and slidable manner, and a check valve is provided at the lower end opening of the water supply pipe and the lower end opening of the through hole, respectively;
In addition, a branch pipe raised in the middle of another water supply pipe with one end as a water intake port and the other end as a drain port is placed below the float, a piston is inserted into the branch pipe, and the water supply A wave pump characterized by having backflow prevention valves installed on each of the water intake side and the water outlet side of the pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986137223U JPH0429088Y2 (en) | 1986-09-05 | 1986-09-05 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986137223U JPH0429088Y2 (en) | 1986-09-05 | 1986-09-05 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6342874U JPS6342874U (en) | 1988-03-22 |
| JPH0429088Y2 true JPH0429088Y2 (en) | 1992-07-15 |
Family
ID=31041078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1986137223U Expired JPH0429088Y2 (en) | 1986-09-05 | 1986-09-05 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0429088Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7713032B2 (en) * | 2005-08-02 | 2010-05-11 | Davis Sr Albert Hamilton | High pressure tide actuated fluid pump |
| TW201410968A (en) * | 2012-09-14 | 2014-03-16 | Yun-Chang Yu | Waves water drawing device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4861229U (en) * | 1971-11-12 | 1973-08-03 | ||
| JPS57163165A (en) * | 1981-03-30 | 1982-10-07 | Michio Mizutani | Method of converting wave energy into potential energy of water |
-
1986
- 1986-09-05 JP JP1986137223U patent/JPH0429088Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6342874U (en) | 1988-03-22 |
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