JPH0275730A - Underground storage method for compressed air and device thereof - Google Patents
Underground storage method for compressed air and device thereofInfo
- Publication number
- JPH0275730A JPH0275730A JP63223574A JP22357488A JPH0275730A JP H0275730 A JPH0275730 A JP H0275730A JP 63223574 A JP63223574 A JP 63223574A JP 22357488 A JP22357488 A JP 22357488A JP H0275730 A JPH0275730 A JP H0275730A
- Authority
- JP
- Japan
- Prior art keywords
- compressed air
- air storage
- air
- underground
- storage chamber
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000005192 partition Methods 0.000 claims abstract description 10
- 238000010248 power generation Methods 0.000 claims description 10
- 230000005611 electricity Effects 0.000 claims description 9
- 238000009434 installation Methods 0.000 abstract description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
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
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/16—Mechanical energy storage, e.g. flywheels or pressurised fluids
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、夜間の余剰電力を利用して圧縮空気を地中に
蓄えておき、その圧縮空気のエネルギーを昼間等の電力
消費ピーク時に取り出して発電する圧縮空気の地中貯蔵
方法及びその装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention stores compressed air underground using surplus electricity at night, and extracts the energy of the compressed air during peak power consumption such as during the day. The present invention relates to a method for underground storage of compressed air for power generation, and an apparatus therefor.
従来、夜間の余剰電力を圧縮空気として蓄えておき、そ
れを電力消費ピーク時に発電用のエネルギーとして取り
出す方法としては、水深が200から300m程度の海
底に空気貯蔵槽を設けて、ここに夜間電力を利用してコ
ンプレッサーから圧縮空気を送り込んで貯蔵しておき、
昼間の電力消費ピーク時にこの圧縮空気を排出して発電
用タービンを回して発電し、電力を供給することが考え
られていた。Conventionally, the method of storing surplus power at night as compressed air and extracting it as energy for power generation during peak power consumption is to install an air storage tank on the seabed at a depth of about 200 to 300 meters, and use it to store the night power. Use a compressor to send and store compressed air,
The idea was to exhaust this compressed air during peak power consumption during the day to turn a power generation turbine to generate electricity and supply electricity.
しかしながら、この方式では、海底に空気貯蔵槽を設け
るので、空気を充満した時にその空気貯蔵槽に大きな浮
力が働くことになり、これを海底に強固に固定するには
大損りな設備が必要となり、また、水深が200から3
00mといった場所は、陸地からかなり離れているので
、空気貯蔵槽を曳航したり、据え付けたりする設置作業
が困難であるという問題点があった。However, in this method, the air storage tank is installed on the seabed, so when it is filled with air, a large buoyant force acts on the air storage tank, and in order to firmly fix it to the seabed, expensive equipment is required. Also, the water depth is from 200 to 3
Since a location such as 0.00 m is quite far from the land, there is a problem in that it is difficult to tow the air storage tank and install it.
〔発明の目的]
本発明は、前記従来の問題点を解消するためになされた
ものであり、設備が簡単で、しかも施工が容易な圧縮空
気の地中貯蔵方法及びその装置を提供することを目的と
したものである。[Object of the Invention] The present invention has been made in order to solve the above-mentioned conventional problems, and an object of the present invention is to provide a method and device for underground storage of compressed air with simple equipment and easy construction. This is the purpose.
C発明の概要〕
上記の目的を達成するための本発明の圧縮空気の地中貯
蔵方法は、地中に所定深さ、例えば200から300m
程度の深さまで掘削した縦坑の底部付近に接続して掘削
した横坑に、仕切壁により仕切ることにより空気を貯蔵
可能な空気貯蔵室を形成し、その横坑及び縦坑内に水を
満した状態で、夜間電力を利用して地上などに設けられ
たコンプレッサーにより圧縮空気を空気貯蔵室内に充填
し、かつ昼間などの電力消費ピーク時にその空気貯蔵室
内の圧縮空気をバイブを介して排出して発電用タービン
を回転させて電力の供給を行うことを特徴としたもので
ある。C. Summary of the Invention] The method for underground storage of compressed air of the present invention to achieve the above object is to
An air storage chamber capable of storing air is formed by partitioning the horizontal shaft connected to the bottom of the vertical shaft excavated to a certain depth with a partition wall, and the horizontal shaft and vertical shaft are filled with water. Under this condition, compressed air is filled into the air storage chamber using a compressor installed on the ground using electricity at night, and the compressed air in the air storage chamber is discharged through a vibrator during peak power consumption such as during the day. It is characterized by supplying electricity by rotating a power generation turbine.
また、上記の方法を適用可能な装置としては、前記のご
とく地中に掘削された縦坑に接続した横坑内に、コンプ
レッサー及び発電タービンにそれぞれバイブにより連結
した空気貯蔵室を仕切壁により形成すると共に、これら
の横坑及び縦坑内に水を満すことにより構成され、夜間
電力を利用して、そのエネルギーを圧縮空気として地下
空間を有効に枡用して蓄え、その圧縮空気のエネルギー
を電力消費ピーク時に取り出すものである。In addition, as a device to which the above method can be applied, an air storage chamber is formed by a partition wall, which is connected to a compressor and a power generation turbine by a vibrator, respectively, in a horizontal shaft connected to a vertical shaft excavated underground as described above. At the same time, it is constructed by filling these horizontal and vertical shafts with water, and using nighttime electricity, the energy is stored as compressed air by effectively utilizing the underground space, and the energy of the compressed air is used to generate electricity. It is taken out at peak consumption times.
以下図面を参照して本発明の詳細な説明するが、第1図
及び第2図は本発明の方法を適用可能な圧縮空気の地中
貯蔵装置を説明する正断面図である。The present invention will be described in detail below with reference to the drawings, and FIGS. 1 and 2 are front sectional views illustrating an underground compressed air storage device to which the method of the present invention can be applied.
まず、第1図に示すごとく、地中に縦坑1を、所定深さ
Hl例えば200から300m程度の深さまで掘削した
位置に、この縦坑1喫接続した横坑2を複数個掘削する
。First, as shown in FIG. 1, at a position where a vertical shaft 1 is excavated underground to a predetermined depth Hl, for example, about 200 to 300 m, a plurality of horizontal shafts 2 connected to the vertical shaft are excavated.
そこで、各横坑2を仕切壁3Aにより仕切り、空気を貯
蔵可能な空気貯蔵室3とし、その仕切壁3Aの下部に注
排水口3Bを設け、仕切壁3Aの上部と地上のコンプレ
ッサー5及び発電用タービン6とをバイブ4によって連
結し、縦坑1及び横坑2内に注水して、はぼ地表面まで
水Wを満している。Therefore, each horizontal shaft 2 is partitioned by a partition wall 3A to form an air storage chamber 3 capable of storing air, and an inlet/outlet 3B is provided at the lower part of the partition wall 3A, and the upper part of the partition wall 3A and the aboveground compressor 5 and power generation The vertical shaft 1 and the horizontal shaft 2 are connected to a turbine 6 by a vibrator 4, and water is injected into the vertical shaft 1 and the horizontal shaft 2, so that water W is filled up to the surface of the land.
次に、上記の構成からなる装置の作動について説明する
と、第1図に示すように、余剰な夜間電力を利用して、
コンプレッサー5により圧縮空気Aを空気貯蔵室3内へ
充填しておき、昼間等の電力消費ピーク時には、第2図
のごとく空気貯蔵室3内の圧縮空気Aをバイブ4を介し
て排出して、発電用タービン6を回転させ、電力の供給
を行うことになる。Next, to explain the operation of the device with the above configuration, as shown in Fig. 1, using surplus nighttime electricity,
Compressed air A is filled into the air storage chamber 3 by the compressor 5, and during peak power consumption times such as during the day, the compressed air A in the air storage chamber 3 is discharged through the vibrator 4 as shown in FIG. The power generation turbine 6 is rotated to supply electric power.
ここで、空気貯蔵室3内面にはライニングを施し、圧縮
空気Aが洩れないようにすることが必要である。Here, it is necessary to line the inner surface of the air storage chamber 3 to prevent the compressed air A from leaking.
なお、図中の各バイブ4には、適宜、三方弁8、逆止弁
9及びパルプ10.11を設けることにより、上記圧縮
空気Aの充填または排出の切替操作を行うようにしてい
る。Each vibrator 4 in the figure is provided with a three-way valve 8, a check valve 9, and a pulp 10, 11 as appropriate to perform a switching operation between filling and discharging the compressed air A.
以上に説明した本発明の圧縮空気の地中貯蔵方法及びそ
の装置によれば、地中に掘削した横坑内を空気貯蔵室に
したので、従来のごとく海底に設けた場合のごとき浮力
による浮上を防ぐ必要がなく、また、地中に空気貯蔵室
をそのまま構築するので、地下空間を有効に利用できる
という利点がある。According to the underground storage method and device for compressed air of the present invention described above, the air storage chamber is set in a horizontal shaft excavated underground, so that floating due to buoyancy as in conventional cases installed on the seabed is not possible. There is no need for protection, and since the air storage chamber is constructed directly underground, there is the advantage that underground space can be used effectively.
また、空気貯蔵室には、常時水圧が掛っているので、高
圧の圧縮空気を貯蔵するのに、大きな強度を必要としな
いという利点がある。Furthermore, since water pressure is constantly applied to the air storage chamber, there is an advantage that great strength is not required to store high-pressure compressed air.
更に、従来のごとく空気貯蔵槽を海底に設置する場合の
ように、空気貯蔵槽の曳航や、沈設等の作業が不要であ
るので、従来例に比べてその設置施工がはるかに容易で
あり、それだけ設備費が安価になるという利点がある。Furthermore, unlike the conventional case of installing an air storage tank on the seabed, there is no need to tow the air storage tank or sink it, so the installation is much easier than in the conventional case. This has the advantage that equipment costs are reduced accordingly.
特に、本発明では、仕切壁を用いて横坑自体をそのまま
空気貯蔵室に使用しているので、それだけ設備費が安価
になるという利点がある。In particular, in the present invention, since the horizontal shaft itself is used as an air storage chamber by using a partition wall, there is an advantage that the equipment cost is reduced accordingly.
第1図及び第2図は本発明の方法を適用可能な圧縮空気
の地中貯蔵装置の一実施例を説明する正断面図であり、
第1図は圧縮空気貯蔵時の状態を示し、そして第2図は
圧縮空気の排出状態を示している。
1・・・縦坑、2・・・横坑、3・・・空気貯蔵室、3
A・・・仕切壁、4・・・パイプ、5・・・コンプレッ
サー、6・・・発電用タービン、A・・・圧縮空気、H
・・・所定深さ、W・・・水。
代理人 弁理士 小 川 信 −1 and 2 are front sectional views illustrating an embodiment of an underground storage device for compressed air to which the method of the present invention can be applied,
FIG. 1 shows the state during storage of compressed air, and FIG. 2 shows the state of discharge of compressed air. 1...Vertical shaft, 2...Horizontal shaft, 3...Air storage room, 3
A... Partition wall, 4... Pipe, 5... Compressor, 6... Power generation turbine, A... Compressed air, H
...Predetermined depth, W...Water. Agent Patent Attorney Nobuo Ogawa −
Claims (1)
た横坑を仕切って空気貯蔵室を形成し、上記横坑及び縦
坑内に水を満した状態で夜間電力を利用してコンプレッ
サーからの圧縮空気を空気貯蔵室内に充填し、かつ電力
消費ピーク時にその空気貯蔵室内の圧縮空気で発電用タ
ービンを回転させる圧縮空気の地中貯蔵方法。 2、地中に所定深さまで掘削した縦坑に接続して掘削し
た横坑内に、コンプレッサー及び発電用タービンとパイ
プにより連結した空気貯蔵室を仕切壁により形成すると
共に、これらの横坑及び縦坑内に水を満した圧縮空気の
地中貯蔵装置。[Claims] 1. An air storage chamber is formed by connecting a vertical shaft excavated underground to a predetermined depth and dividing a horizontal shaft excavated, and the horizontal shaft and the vertical shaft are filled with water during the night. An underground storage method for compressed air that uses electricity to fill an air storage chamber with compressed air from a compressor, and then uses the compressed air in the air storage chamber to rotate a power generation turbine during peak power consumption. 2. An air storage chamber connected by a pipe to a compressor and a power generation turbine is formed in a horizontal shaft excavated by connecting to a vertical shaft excavated to a predetermined depth underground, and an air storage chamber is formed using a partition wall, and An underground storage device for compressed air filled with water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63223574A JPH0275730A (en) | 1988-09-08 | 1988-09-08 | Underground storage method for compressed air and device thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63223574A JPH0275730A (en) | 1988-09-08 | 1988-09-08 | Underground storage method for compressed air and device thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0275730A true JPH0275730A (en) | 1990-03-15 |
JPH0331898B2 JPH0331898B2 (en) | 1991-05-09 |
Family
ID=16800297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63223574A Granted JPH0275730A (en) | 1988-09-08 | 1988-09-08 | Underground storage method for compressed air and device thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0275730A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8287017B2 (en) | 2008-09-10 | 2012-10-16 | Harmonic Drive Systems Inc. | Robot hand and method for handling planar article |
CN110486166A (en) * | 2015-05-01 | 2019-11-22 | 株式会社神户制钢所 | Compressed-air energy storage electricity-generating method and compressed-air energy storage power generator |
US10859207B2 (en) | 2017-02-01 | 2020-12-08 | Hydrostor Inc. | Hydrostatically compensated compressed gas energy storage system |
US11274792B2 (en) | 2017-03-09 | 2022-03-15 | Hydrostor Inc. | Thermal storage in pressurized fluid for compressed air energy storage systems |
CN114718683A (en) * | 2022-06-08 | 2022-07-08 | 西安热工研究院有限公司 | Graded-sealing gravity compressed air energy storage system and method |
US11519393B2 (en) | 2019-01-15 | 2022-12-06 | Hydrostor Inc. | Compressed gas energy storage system |
US11835023B2 (en) | 2019-02-27 | 2023-12-05 | Hydrostor Inc. | Hydrostatically compensated caes system having an elevated compensation liquid reservoir |
-
1988
- 1988-09-08 JP JP63223574A patent/JPH0275730A/en active Granted
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8287017B2 (en) | 2008-09-10 | 2012-10-16 | Harmonic Drive Systems Inc. | Robot hand and method for handling planar article |
CN110486166A (en) * | 2015-05-01 | 2019-11-22 | 株式会社神户制钢所 | Compressed-air energy storage electricity-generating method and compressed-air energy storage power generator |
US10859207B2 (en) | 2017-02-01 | 2020-12-08 | Hydrostor Inc. | Hydrostatically compensated compressed gas energy storage system |
US11473724B2 (en) | 2017-02-01 | 2022-10-18 | Hydrostor Inc. | Hydrostatically compensated compressed gas energy storage system |
US11767950B2 (en) | 2017-02-01 | 2023-09-26 | Hydrostor Inc. | Hydrostatically compensated compressed gas energy storage system |
US11274792B2 (en) | 2017-03-09 | 2022-03-15 | Hydrostor Inc. | Thermal storage in pressurized fluid for compressed air energy storage systems |
US11644150B2 (en) | 2017-03-09 | 2023-05-09 | Hydrostor Inc. | Thermal storage in pressurized fluid for compressed air energy storage systems |
US11821584B2 (en) | 2017-03-09 | 2023-11-21 | Hydrostor Inc. | Thermal storage in pressurized fluid for compressed air energy storage systems |
US11519393B2 (en) | 2019-01-15 | 2022-12-06 | Hydrostor Inc. | Compressed gas energy storage system |
US11835023B2 (en) | 2019-02-27 | 2023-12-05 | Hydrostor Inc. | Hydrostatically compensated caes system having an elevated compensation liquid reservoir |
CN114718683A (en) * | 2022-06-08 | 2022-07-08 | 西安热工研究院有限公司 | Graded-sealing gravity compressed air energy storage system and method |
CN114718683B (en) * | 2022-06-08 | 2022-08-26 | 西安热工研究院有限公司 | Graded-sealing gravity compressed air energy storage system and method |
Also Published As
Publication number | Publication date |
---|---|
JPH0331898B2 (en) | 1991-05-09 |
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