JP2001140742A - Advanced breakwater electric power plant - Google Patents

Advanced breakwater electric power plant

Info

Publication number
JP2001140742A
JP2001140742A JP36142499A JP36142499A JP2001140742A JP 2001140742 A JP2001140742 A JP 2001140742A JP 36142499 A JP36142499 A JP 36142499A JP 36142499 A JP36142499 A JP 36142499A JP 2001140742 A JP2001140742 A JP 2001140742A
Authority
JP
Japan
Prior art keywords
waves
sea
wave
rack
water
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.)
Withdrawn
Application number
JP36142499A
Other languages
Japanese (ja)
Inventor
Minoru Kamiya
稔 紙屋
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP36142499A priority Critical patent/JP2001140742A/en
Publication of JP2001140742A publication Critical patent/JP2001140742A/en
Withdrawn legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/30Energy from the sea, e.g. using wave energy or salinity gradient

Abstract

PROBLEM TO BE SOLVED: To convert huge energy such as a wave and waviness into electric energy. SOLUTION: An inclined stage-shaped sliding way continuing with a seal level and a sea surface from the inside of the sea is constructed to receive energy of a water flow climbing an inclined stage by a wave receiving plate to generate electric power by using the force.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[発明の属する技術分野]本発明は、海岸
や海洋における波浪エネルギーを電気エネルギーに変換
する波力発電に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wave power generation for converting wave energy on a shore or ocean into electric energy.

【0002】さらに海岸の侵食作用を防止し。防波提建
設方法、或は港湾建設方法の変更をもたらす建設技術に
関する。
Furthermore, the erosion of the coast is prevented. The present invention relates to a construction technology that causes a change in a breakwater construction method or a harbor construction method.

【0003】[従来の技術]従来の技術としては、波に
よる発電手段は多数発明されているけれども、いずれも
小電力が多く、大出力の電力を得る発明は少ない。
[Prior Art] As a conventional technique, although a large number of power generating means using waves have been invented, all of them have a small amount of electric power, and there are few inventions for obtaining a large output electric power.

【0004】又防波堤や、港湾等の建設は巨大なコンク
リートのケーソンを横に並べ海側に海底より根固石、基
礎石等を敷き、その上部へ消波ブロックを積み上げて、
高波からケーソンを保守しょうとする、又高波によりブ
ロックが海底より崩れた時は積み増して修復工事を行
い、毎年巨額の建設費を投入して、波、うねりを防ごう
としているのが現状である。
In the construction of breakwaters and harbors, giant concrete caissons are laid side by side, rocks and foundation stones are laid from the sea floor on the sea side, and wave breaking blocks are piled on top of them.
At present, they are trying to maintain the caisson from high waves, and when the blocks collapse from the sea floor due to the high waves, build up and carry out restoration work, investing huge construction costs every year to prevent waves and undulations .

【0005】[発明が解決しょうとする課題]防波堤の
ケーソンや消波ブロックを不要とし巨額の建設費を削減
する事。
[Problems to be Solved by the Invention] A large construction cost is reduced by eliminating the need for caisson and breakwater blocks of breakwaters.

【0006】津波や高波の被害等を減少し、波による海
岸の侵食を減少する事。
[0006] To reduce the damage of tsunami and high waves, and to reduce the erosion of the coast by waves.

【0007】波、うねりの破壊的巨大エネルギーを大出
力の電気エネルギーに変換する事。
The conversion of the enormous destructive energy of waves and swells into high-power electrical energy.

【0008】海洋における波、うねりは、海面の表面だ
けで起きる海面表層現象である。つまり風力によって発
生する波、うねりは海面下、水深数メートル以上の海中
においては殆んど起きない。風の強度によって発生する
波、うねりの水深差は風力に比例的であって、波、うね
りの届かない及ばない海中にあっては、無揺動状態であ
り静止状態である。つまり、波、うねりは海面下数メー
トル(αメートル)に過ぎない水深の範囲内で一定方向
に流動し揺動運動を継続していると思量する。
Waves and swells in the ocean are surface phenomena occurring only on the surface of the sea. In other words, the waves and swells generated by wind force hardly occur below the sea surface and in the sea at a depth of several meters or more. The difference in water depth between waves and undulations generated by the strength of the wind is proportional to the wind power. In the sea where waves and undulations cannot reach, the water is in a non-oscillating state and stationary. In other words, it is considered that the waves and swells flow in a certain direction within the range of the water depth of only a few meters (α meters) below the sea surface and continue the oscillating motion.

【0009】こうした観点に着目すると、この海面波浪
表層部は揺動的で流動的水流の運動エネルギーを保持し
風力の強度により巨大な水流力を内包し、無限的に発生
している。この波浪表層部の一定方向性を持って無限的
に発生している水流エネルギーをどの様な手段で取り出
し、そのエネルギーを電気エネルギーに変換するか、そ
の施策、方策を課題とする。
Focusing on this point of view, this sea surface wave surface layer portion is oscillating, retains the kinetic energy of a fluid water flow, contains a huge water force due to the strength of the wind force, and is generated infinitely. It is an object of the present invention to provide a method and a means for extracting water flow energy generated infinitely with a certain direction on the surface layer of the waves and converting the energy into electric energy.

【0010】[課題を解決する為の手段]港湾や防波堤
を建設しょうとする海域、或いは高波被害の多い海岸等
においてこの課題を解決する手段は、まず海底より浅い
方向へ(逆でも良い)平行に大型基礎杭(図1)(イ、
ロ、ハ、ニ、、、、)を必要本数、打ち込み、その複数
本の杭の上部面を支持点(図1)(1、2、3、
4、、、)とした屋根型傾斜プラットホームステージ形
状の構造物(図1)(ホ)(ヘ)(ト)、を構築する。
[Means for Solving the Problem] In a sea area where a port or a breakwater is to be constructed, or on a coast where high waves are frequently damaged, a means for solving the problem is to first parallel in a direction shallower than the seabed (or vice versa). The large foundation pile (Fig. 1)
B, ha, d,...) Are driven in the required number, and the upper surfaces of the piles are supported at the supporting points (FIG. 1) (1, 2, 3,.
(4,...) To construct a roof-type inclined platform stage-shaped structure (FIG. 1) (e) (f) (g).

【0011】この傾斜プラットホームステージは波、う
ねりの流動的揺動的運動の及ぶ、最大水深点(αメート
ル)5、6を起点とし海中より海面、海上と公配角度
(角度変更可能な構造)を設定し海中のステージ部分
(ホ、ヘ)(5、6、10、9)は扇状形とし先端
(ホ)(5、6、8、7)は、殆んど静止状態の水域で
あるけれども、根こそぎ水流を捕捉する為と、長くなる
ステージの省略もかねて、急角度にて海中へ、せり出す
構造とする。(ステージを横に連結する場合は扇状形は
は不要)
This inclined platform stage has a starting point at the maximum water depth point (α meter) 5 or 6 where the fluid and swelling motions of waves and undulations are reached. Although the underwater stage parts (e, f) (5, 6, 10, 9) are fan-shaped and the tips (e) (5, 6, 8, 7) are almost stationary water areas, In order to capture the updraft water flow and omit the lengthy stage, the structure is designed to protrude into the sea at a steep angle. (When connecting the stages horizontally, the fan shape is not required.)

【0012】さらにステージ両側端(5、7、9)と
(6、8、10)に側壁(チ、17、18)(リ、1
9、20)を設置し、流動する水流の全量、根こそぎ集
中的に傾斜プラットホームステージ上に捕水する構造と
する。
Further, the side walls (h, 17, 18) (h, h, h) are provided on both ends (5, 7, 9) and (6, 8, 10) of the stage.
9, 20) are installed to collect water on the inclined platform stage intensively with the total amount of flowing water flow.

【0013】一定方向性を持った波、うねりの水流がス
テージ上に、ひとたび登れば加速度的に、せり登り全水
量を根こそぎ、効率的、集中的にせり登らせる事が可能
となり、激流となって上昇する巨大な流水力を発生させ
る事が可能となる。
[0013] Once a directional wave or swell flows on the stage, it can be accelerated once it climbs on the stage, so that the entire amount of water can be uprooted, making it possible to efficiently and intensively climb the water, resulting in a torrent. It is possible to generate a huge flowing water power that rises.

【0014】この激流をそのままステージ上を登らせ坂
上手前に長方形の穴(11、12、14、13)(図
2)を明け、滝として落水させ水車を回転させる装置
(72)を構築し回転力を得て発電機の駆動力とし第一
次発電を作動させる。
The torrent is directly climbed on the stage, a rectangular hole (11, 12, 14, 13) (FIG. 2) is formed in front of the hill, and a device (72) for rotating a water wheel by dropping water as a waterfall is constructed and rotated. The power is obtained and used as the driving force of the generator to operate the primary power generation.

【0015】水流の一部は坂下へ逆流するものの傾斜プ
ラットホームステージ上を登坂し通過した落下水流は、
波、うねりではなくなり、エネルギーを消去された、た
だの海水となって静止海域となる。傾斜プラットホーム
ステージを横に連結して建設する事により新型の防波堤
の役割をはたす事となる。
Although a part of the water flow flows back downhill, the falling water flow that has passed uphill on the inclined platform stage is:
Waves are no longer swelling, energy is eliminated, it becomes just seawater and becomes a static sea area. By connecting the inclined platform stage sideways, it will serve as a new type of breakwater.

【0016】次に第2次発電について。傾斜プラットホ
ームステージの両側壁の終点部分海中(図1)(9、1
0)地点より坂上(15、16)に向って側壁上部にI
型鋼形状の大型走行用面レール(ヌ)(ル)を両側端
(9、15)と(10、16)に平行に敷設する。I型
鋼上部に上面ラック(図2、A、B)を取付、底部(図
3)(21、22)は傾斜プラットホームステージ上に
固定する。この2本の走行用レール(ヌ)(ル)の各々
のレールの左右に走行用面レール(25、27)(3
2、34)を設置し、又側面レール(24、28)(3
1、35)と天井面をレール(23、29)(30、3
6)を設置する。
Next, the secondary power generation will be described. The end points of both side walls of the inclined platform stage are underwater (Fig. 1) (9, 1).
0) From the point toward Sakagami (15, 16), I
Large-sized running surface rails (nu) and (lu) having a steel shape are laid in parallel to both ends (9, 15) and (10, 16). A top rack (FIGS. 2, A and B) is attached to the upper part of the I-section steel, and the bottom parts (FIG. 3) (21, 22) are fixed on an inclined platform stage. Left and right running rails (25, 27) (3)
2, 34) and side rails (24, 28) (3)
1, 35) and the ceiling surface with rails (23, 29) (30, 3
6) Install.

【0017】次にこの各々の面レールを走行する構造体
トロッコの骨格は直方体又は三角柱体形状等とし、波受
板(図3)(37、71)を取り付た 型で、波、う
ねりの大きな衝撃により、変形や歪み、崩壊を防止する
為、すじかいや梁、等の補強鋼材で堅牢に構築し、発電
機、増速機等を内部に設置する場合、海水浸入を防止す
る為ケースに収納する構造とする。
Next, the structure of the trolley running on each of the surface rails is shaped like a rectangular parallelepiped or a triangular prism, and has a wave receiving plate (FIG. 3) (37, 71). To prevent deformation, distortion, and collapse due to large impact, use a case made of reinforced steel such as braces and beams to prevent seawater intrusion when installing a generator, gearbox, etc. inside. To be stored in

【0018】又構造体トロッコの4角部は骨格となる8
本の柱(図2、3、4)(38、39、40、41)と
(42、43、44、45)で構成し柱の底部分に走行
用の前4車輪(図2、3)(C、D、E、F)後4車輪
(図2)(G、H、I、J)を装着、走行を滑らかと
し、横振れ脱落を防止する為、側面前4車輪(K、L
M、N)側面後4車輪(O、P、Q、R)を装置、後転
倒防止の為、天井前4車輪(図、3、4)(S、T、
U、V)前転倒防止の為天井後4車輪(W、X、YZ)
を装着する。
Further, the four corners of the structure minecart serve as a skeleton.
Two pillars (FIGS. 2, 3, 4) (38, 39, 40, 41) and (42, 43, 44, 45) and four front wheels for traveling (FIGS. 2, 3) (C, D, E, F) Rear 4 wheels (K, L) (4) (G, H, I, J) attached to the rear 4 wheels (G, H, I, J) to make the running smooth and to prevent the sideways falling off
M, N) 4 wheels on the side (O, P, Q, R) on the side, 4 wheels on the ceiling in front (Figs. 3, 4) (S, T,
U, V) 4 wheels behind the ceiling (W, X, YZ) to prevent falling
Attach.

【0019】そこで第2次発電の第1手段として、構造
体トロッコの内部に発電機や反転歯車、増速機等を収納
した場合の、すぐば、ラック発電について。構造体トロ
ッコの前後の柱(図2)の中間部分に歯車(51、5
2)を左右に取付けトロッコの走行と同時にレール上の
上面ラックと噛み合って歯車は回転走行し、反転歯車、
増速機等と連結して発電機の駆動力を得る構造とし波、
うねりを受けてトロッコのすぐば、ラック発電を継続し
ながら、傾斜ステージを登坂し、反転して下り降る。こ
の構造体トロッコの昇降と同時に送電ケーブル(64)
も伸縮可能とする為、ワイヤーケーブルに滑車等を走行
させ滑車に固定した電線ケブルを同時に伸縮走行する構
造とする。
Therefore, as a first means of the secondary power generation, a rack power generation in the case where a generator, a reversing gear, a speed-increasing gear, etc. are housed inside a structural minecart will be described. The gears (51, 5) are located in the middle of the front and rear columns (Fig. 2) of the structure truck.
2) Attach to the left and right and simultaneously with the traveling of the trolley, the gear meshes with the upper rack on the rail, and the gear rotates and runs.
Waves with a structure to obtain the driving force of the generator by connecting with a gearbox, etc.
Immediately after the swell, the truck climbs up the inclined stage, reverses and descends while generating electricity from the rack. The power transmission cable (64) at the same time as the dolly of this structure
In order to make the cable also extendable, a pulley or the like is run on the wire cable, and the electric cable fixed to the pulley is simultaneously extended and contracted.

【0020】次に第2次発電の第2手段として、構造体
トロッコ外部に反転歯車や増速機、発電機等を設置する
場合の、すぐば、ラック発電について。レール上の上面
ラック(A、B)を取り外し反転歯車、増速機、発電機
等を、傾斜プラットホームステージの坂上部分(11、
12)の下段(裏側)に収納固定する。
Next, as a second means of the secondary power generation, a rack power generation, in the case where a reversing gear, a speed increaser, a generator, and the like are installed outside the structure minecart, immediately. The upper racks (A, B) on the rails are removed, and the reversing gears, the gearbox, the generator, and the like are placed on the slope platform stage (11,
12) Store and fix to the lower stage (back side).

【0021】鋸で丸太を切る手法と同様に長尺のT型鋼
(55、56)の底面に下面ラック(59、60)を装
着し、構造体トロッコの前後柱の走行用車輪部分の支持
軸受(61、62)に固定する。次にT型鋼ラックは長
尺である為、数ケ所に走行車輪(a,b,)を装着しト
ロッコと一体となって走行反復運動を行なう構造とす
る。
A lower rack (59, 60) is attached to the bottom surface of a long T-shaped steel (55, 56) in the same manner as in the method of cutting a log with a saw, and a support bearing for the traveling wheel portion of the front and rear columns of the structure minecart. (61, 62). Next, since the T-shaped steel rack is long, the running wheels (a, b,) are mounted at several places, and the running reciprocating motion is performed integrally with the truck.

【0022】次に傾斜プラットホームステージの中間地
点の走行レール本体中復部分を切り抜き穴をあけ歯車
(53、54)を組み込み軸受(57、58)を支持基
点として回転ならしめラックとかみ合わせる構造とし
て、トロッコの往復走行により歯車の回転力を得る。次
に歯車の駆動力はステージ下段に収納固定した、反転歯
車や増速機へと伝達し、連結された発電機の駆動力を得
て、発電を可能とする。この第2手段では送電ケーブル
は不要となる。
Next, a center portion of the running rail body at the middle point of the inclined platform stage is cut out and a hole is formed. Gears (53, 54) are incorporated, and bearings (57, 58) are used as support bases to engage with a rotating interference rack. The rotational force of the gear is obtained by the reciprocating movement of the minecart. Next, the driving force of the gear is transmitted to a reversing gear and a speed increase gear housed and fixed at the lower stage of the stage, and the driving force of the connected generator is obtained to enable power generation. The second means does not require a power transmission cable.

【0023】以上のごとく構造体トロッコは波受板が激
流となって傾斜プラットホームステジをせり登って来る
流水力を正面より受けとめる事により、巨大な走行力を
得て登坂激走し、すぐばラックは回転走行し発電しなが
ら上昇する、又坂上まで達した水流が限界以上に達した
場合はステージ上端(15、16)手前に長方形の穴
(11、12、13、14)をあけ落水可能な構造とす
る(前記したと同じ)
As described above, the trolley of the structure receives a huge running force from the front by receiving the flowing water power which climbs the inclined platform stage from the front by the wave receiving plate becoming a torrent, so that the rack goes uphill. When the water flow that reaches the slope is higher than the limit, it rises while rotating and generating power, and if the water flow reaches the limit, a rectangular hole (11, 12, 13, 14) is opened in front of the upper end (15, 16) of the stage to allow water to fall. (Same as above)

【0024】坂上まで登りきったトロッコは、波の水流
の引き下がりと同時に反転して坂を下り降る。反転歯車
や増速機の自動回転制卸装置等により一方向の回転力を
得ながら発電機の駆動力とし、無限的に発生する波、う
ねり、による構造体トロッコの巨大な走行力の往復運動
により、大出力の電力を発生する事が可能となる。前述
したごとく、この傾斜プラットホームステージを横に連
結して建設する事により、消波ブロックは不要となり、
防波堤と同じ役割をはたす事となって、新型の防波堤発
電所となる。
The minecart that has climbed up to the hill goes down at the same time as the water current of the wave descends. The reciprocating motion of the huge running force of the structure truck by the infinitely generated waves and swells, while generating the driving force of the generator while obtaining the rotating force in one direction by the reversing gear and the automatic rotation control device of the gearbox, etc. Thereby, it is possible to generate a large output power. As mentioned above, by constructing this inclined platform stage by connecting it sideways, the wave-dissipating block becomes unnecessary,
It will play the same role as the breakwater, and will be a new type of breakwater power station.

【0025】次に第2次発電第3手段として(図7) 構造体トロッコの左右の外側の柱の走行車輪部分に支持
点(73、74)を設置し多段式液体シリンダーの最先
端をジョイントする、又起点となる他方の主要シリンダ
ーの支持基点は主要シリンダー前部側面(75、 )
に設置し上下自在に角度変更可能な多段式液体シリンダ
ーとする、又、傾斜プラットホームステージの坂上最上
段の下部(裏側)(図1)(4)地点にシリンダーを設
置し内部の大容量の液体が容易に流動可能とする角度と
するため水平を保持する構造とする
Next, as a third means of secondary power generation (FIG. 7), support points (73, 74) are installed on the running wheel portions of the left and right outer columns of the structural trolley, and the leading end of the multistage liquid cylinder is joined. The starting point of the other main cylinder, which is the starting point, is the front side of the main cylinder (75,)
A multi-stage type liquid cylinder that can be changed up and down freely to change the angle, and a cylinder is installed at the bottom (back side) (Fig. 1) and (4) of the uppermost stage on the slope platform stage, and a large volume of liquid inside. The structure is to maintain the horizontal so that it can be easily flowed.

【0026】次に構造体トロッコが波、うねりを受けて
傾斜プラットホームステージを坂上へ走行すると同時に
多段式シリンダーは縮み大容量の液体を液圧ポンプに圧
送しポンプの回転力を得て反転歯車や増速機に伝達し発
電機の駆動力を得る。又トロッコが反転して坂下へ下り
降りる時は同時に多段式液体シリンダーは伸び、液圧に
よりポンプは逆回転し一方向回転クラッチ装置や反転歯
車によって正回転駆動力を得て発電をする。
Next, the structure trolley receives the waves and undulations and travels on the inclined platform stage uphill, and at the same time, the multi-stage cylinder shrinks and sends a large volume of liquid to the hydraulic pump to obtain the rotational force of the pump to obtain the reversing gear and the like. The power is transmitted to the gearbox to obtain the driving force of the generator. When the minecart turns down and descends downhill, the multi-stage liquid cylinder is extended at the same time, and the pump rotates in reverse by the hydraulic pressure, and a one-way clutch device or a reversing gear obtains a forward rotation driving force to generate power.

【0027】第3次発電について。波、うねりが小さい
場合 構造体トロッコは傾斜プラットホームステージの波打ち
際に停止する。そこでトロッコ内側柱(39)(42)
の下部地点に軸受(65)(66)を設置し、波受板
(71)は軸受を支持点として支点(67、68、6
9)に吊り下がる構造とする。波の揺動運動に合わせ、
前後自在に振子運動を可能とする構造として構築する事
により、主軸(70)に連結し装着した歯車(76、7
7)の半回転反復運動により一方向回転クラッチ(7
9)や増速機等(80)により発電機の駆動力を得て発
電する。
Regarding the third power generation. When the waves and undulations are small The structure minecart stops when the sloping platform stage undulates. So the trolley inside pillar (39) (42)
The bearings (65) and (66) are installed at the lower point of the support, and the wave receiving plate (71) is supported by the bearings (67, 68, 6
9) Hanging structure. According to the oscillating movement of the wave
The gears (76, 7) connected to and mounted on the main shaft (70) by constructing a structure that allows the pendulum to freely move back and forth.
The one-way rotating clutch (7)
9) or a gearbox (80) to generate power by obtaining the driving force of the generator.

【0028】又、振子板でもある波受板(71)は容易
に固定離脱可能な装置とする為、必要箇所に強力なピ
ン、ボルト等(82)(83)を打込み柱に固定する。
又、歯車(77)と(51)は各々回転力の伝達を中断
可能な構造とする為、内側柱(39)と(41)の中
間、歯車(51)の軸受(84)地点に回転フランジ
(85、86)を設置し脱着、接続、を容易に行なう構
造(87)とする。 [実施]
Further, in order to make the wave receiving plate (71), which is also a pendulum plate, a device which can be easily fixed and detached, strong pins, bolts (82) and (83) are fixed to the driving columns at necessary places.
Further, since the gears (77) and (51) have a structure capable of interrupting the transmission of the rotational force, a rotating flange is provided between the inner pillars (39) and (41) and the bearing (84) of the gear (51). (85, 86) is installed, and a structure (87) for easily attaching and detaching and connecting is provided. [Implementation]

【0029】実施には製作、建設費とも多大な資金を要
するものの用地買収や、漁業保障など心配は無用で構造
はシンプルであり、昨今の時代の要請でもあるベンチャ
ー事業の開業として、巨大な波浪自然エネルギーを有効
活用する手段をもってチャレンジし、試行実現すべく、
国家的ビックベンチャー事業であると確信する。無資源
国日本のチャレンジすべき方向は風力発電をしのぐべ
き、放置したままになっている巨大な波浪、自然エネル
ギーの開発である。ベンチャー企業支援を仰ぎ特許申請
という形で公表します。 [効果]
Although the implementation and construction costs require a great deal of funds, there is no need to worry about land acquisition or fisheries security, and the structure is simple. The opening of a venture business, which has been demanded in recent times, is a huge wave. In order to challenge and implement trials with means to make effective use of natural energy,
I believe it is a national big venture business. The challenge for resource-free nations is to develop huge waves of waves and natural energy that must remain above wind power. We will seek support from venture companies and announce it in the form of a patent application. [effect]

【0030】発電された電力を売る事で建設費を削減し
消却も可能となる。ベンチャー事業である事から雇用促
進にもなる。次回特許申請でも記述する、この傾斜プラ
ットホームステージ構造物を台船等の、先端に設置、構
築する事により、海洋発電にもつなげる先駆的効果が派
生する、例えば、メガフロート発電等、、。(図8) 波浪カッターの作用をし、発電を行い、防波堤の役割を
はたす一挙両得的、解決手段、ハローカッターである。
By selling the generated power, construction costs can be reduced and canceled. Since it is a venture business, it can also promote employment. As described in the next patent application, installing and constructing this inclined platform stage structure at the tip of a barge, etc., will lead to pioneering effects linked to marine power generation, such as mega-float power generation. (Fig. 8) A halo cutter that acts as a wave cutter, generates electricity, and acts as a breakwater.

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

【図1】 傾斜プラットホームステージの上面すぐばラ
ック発電の概略全体側面図。左側(海側)は前方とし右
側(陸側)が後方、とする。
FIG. 1 is a schematic overall side view of rack power generation on the upper surface of an inclined platform stage. The left side (sea side) is forward and the right side (land side) is rear.

【図2】 傾斜プラットホームステージの上面すぐばラ
ック発電の概略全体上面図。左側(海側)は前方右側
(陸側)が後方。
FIG. 2 is a schematic overall top view of rack power generation on an upper surface of an inclined platform stage. The left side (sea side) is the front right side (land side) is the back.

【図3】 傾斜プラットホームステージの前方からの概
略正面図。
FIG. 3 is a schematic front view of the inclined platform stage from the front.

【図4】 傾斜プラットホームステージの下面すぐばラ
ック発電の概略上面図。
FIG. 4 is a schematic top view of rack power generation on the lower surface of the inclined platform stage.

【図5】 構造体トロッコの下面すぐばラックの噛み合
い部分の側面図。
FIG. 5 is a side view of a meshing portion of a rack immediately below the lower surface of the structural dolly.

【図6】 構造体トロッコの前輪左側車輪と下面すぐば
ラック発電の歯車かみ合い概略断面図。
FIG. 6 is a schematic cross-sectional view of the front wheel left wheel of the structure trolley and the gear engagement of the rack power generation on the lower surface.

【図7】 構造体トロッコの走行による液体シリンダー
の伸縮状況を示す上面図
FIG. 7 is a top view showing a state of expansion and contraction of a liquid cylinder caused by traveling of a structure trolley.

【図8】 台船先端に設置した傾斜プラットホームステ
ージ構造体の液体シリンダーで液体ポンプ回転駆動によ
る海洋発電の概略全体側面図。
FIG. 8 is a schematic overall side view of marine power generation driven by rotation of a liquid pump with a liquid cylinder of an inclined platform stage structure installed at the tip of a barge.

【符号の説明】[Explanation of symbols]

1〜4 大型基礎杭上面支持点。 5〜16 屋根型傾斜プラットホームステージの位置
点。 17〜20 側壁 21〜22 走行用面レール付側壁底部 23〜36 走行用面レール 37 波受板上部 38〜45 構造体トロッコの柱 51〜52 すぐば歯車 53〜54 すぐば歯車 55〜56 T型鋼 57〜58 歯車支持基点 59〜60 ラック 61〜62 T型鋼固定点 64 送電ケーブル 65〜66 波受板(71)軸受 67〜69 波受板(71)の支点 70 波受板(71)の主軸 71 波受板下部(振子板) 73〜74 構造体トロッコの液体シリンダー作動支点 75 液体シリンダー主要支持基点 76 切変スライド歯車 77 振子板用歯車 78〜80 反転歯車、増速機、発電機。 82〜83 振子板固定ボルト 84 すぐば歯車軸受 85〜86 回転、遮断用フランジ 87 ケース(85、86、収納用) A、B、 構造体走行用上面ラック A〜Z 走行車輪(24車輪) a、b T型鋼ラック車輪 イロハニ 大型基礎杭 ホヘト 屋根型傾斜プラットホームステージ。 チリヌル 側壁
1-4 Large foundation pile top support point. 5-16 Position point of the roof type inclined platform stage. 17-20 Side wall 21-22 Side wall bottom with running surface rail 23-36 Running surface rail 37 Upper part of wave receiving plate 38-45 Structure trolley pillar 51-52 Immediate gear 53-54 Immediate gear 55-56T Shape steel 57-58 Gear support base 59-60 Rack 61-62 T-shaped steel fixed point 64 Power transmission cable 65-66 Wave receiving plate (71) Bearing 67-69 Support point of wave receiving plate (71) 70 of wave receiving plate (71) Main shaft 71 Lower part of wave receiving plate (pendulum plate) 73-74 Liquid cylinder operating fulcrum of structure minecart 75 Main support point of liquid cylinder 76 Cutting variable sliding gear 77 Pendulum plate gear 78-80 Reversing gear, gearbox, generator. 82-83 Pendulum plate fixing bolt 84 Immediate gear bearing 85-86 Rotation, blocking flange 87 Case (85, 86, storage) A, B, Top rack for structure running A-Z Running wheels (24 wheels) a , B T-type steel rack wheels Irohani Large foundation pile Hohet Roof type inclined platform stage. Chilinur side wall

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】波やうねりは浜辺や陸地を這い上り山をも
登る液体の習性があり巨大な流水量と流水力を内包して
いる、それ由に高波や津波は大きな被害をもたらす。こ
の波うねりは海面表層現象である事から、流水量、流水
力をコントロールし、未然に防止して波浪表層部だけを
カットし電気エネルギーに変換する為に、海底へ基礎杭
を必要な復数本を打込み、その上部面を支持点として海
中より海面、海上へと屋根型傾斜プラットホームステー
ジ形状で側壁を設置した構造物を構築し、水流を這い上
らせ、波浪を沖合でジャンプさせる事で波浪表層部だけ
をカットし、巨大な流水量を坂上頂上に設置した障壁
と、手前に穴を明ける構造によって落下水流とし、落水
した水流によって水車を回転する水車発電を可能とした
特徴をもち、防波堤の役割を併せ持つ特徴とした構造
体、ハローカッター。
(1) Waves and swells have a liquid habit of climbing up beaches and lands and climbing mountains, and contain a huge amount of flowing water and flowing water power. High waves and tsunamis cause great damage. Since this wave swell is a surface phenomenon on the surface of the sea, it is necessary to install a foundation pile on the sea floor to control the amount of flowing water and the hydraulic power, prevent it, cut only the surface layer of the wave, and convert it to electric energy. By driving a book, the upper surface is used as a support point to construct a structure with side walls in the form of a roof-type inclined platform stage from the sea to the sea surface and to the sea, allowing the water flow to crawl and the waves to jump offshore. With a barrier that cuts only the surface layer of the waves, a huge flow of water is installed on the top of the hill, and a structure that drills a hole in the foreground, it is a falling water flow, and it has the feature that it is possible to generate water turbines that rotate the water turbine by the falling water flow, Halo cutter, a featured structure that also functions as a breakwater.
【請求項2】この屋根型傾斜プラットホームステージ上
に側壁を設置しその上部へ走行用レールとラックを敷
設、波受板を面に備えた構造体トロッコの車輪走行によ
り上面すぐばラック発電を可能とした構造体。
2. A side wall is installed on the roof-type inclined platform stage, a running rail and a rack are laid above the stage, and a truck with a wave receiving plate on the surface can run on a wheel to run a wheel on the top surface to generate a rack immediately. Structure.
【請求項3】上記同様傾斜プラットホームステージ上の
両側壁中間地点を一部くり抜き歯車を組込み、構造体ト
ロッコの車輪走行と一体となって反復走行するラックに
より歯車を回転させ発電機の駆動力を得る下面すぐばラ
ック発電装置を備えた構造体
3. In the same manner as described above, a partially cut-out gear is incorporated at the midpoint of both side walls on the inclined platform stage, and the gear is rotated by a rack that repeatedly travels integrally with the wheel running of the structure trolley to rotate the gear to reduce the driving force of the generator. Structural body with rack power generation device
【請求項4】波、うねりが小さい場合は構造体トロッコ
の内側柱(39、42)の下部地点に軸受(56、6
6)を設置し波受板(71)は軸受を支持点として支点
(67、68、69)に吊り下がる構造とし、波の揺動
運動に合せ前後自在に振子運動を可能とした構造体で、
軸受より出て、主軸(70)に連結した歯車(76、7
7)の半回転反復運動により一方向クラッチ(78)、
や増速機(79)、発電機(80)、の駆動力を得て発
電する構造体。
4. When the waves and undulations are small, bearings (56, 6) are provided at the lower points of the inner pillars (39, 42) of the structure minecart.
6) is installed, and the wave receiving plate (71) is structured to be suspended from the fulcrums (67, 68, 69) with the bearing as a support point, and to be able to freely move back and forth according to the oscillating motion of the wave. ,
Gears (76, 7) coming out of the bearings and connected to the main shaft (70)
7) one-way clutch (78) by half-turn repetitive motion,
A structure for generating electric power by obtaining the driving force of a gearbox (79) and a generator (80).
JP36142499A 1999-11-16 1999-11-16 Advanced breakwater electric power plant Withdrawn JP2001140742A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36142499A JP2001140742A (en) 1999-11-16 1999-11-16 Advanced breakwater electric power plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36142499A JP2001140742A (en) 1999-11-16 1999-11-16 Advanced breakwater electric power plant

Publications (1)

Publication Number Publication Date
JP2001140742A true JP2001140742A (en) 2001-05-22

Family

ID=18473523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36142499A Withdrawn JP2001140742A (en) 1999-11-16 1999-11-16 Advanced breakwater electric power plant

Country Status (1)

Country Link
JP (1) JP2001140742A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITMI20090446A1 (en) * 2009-03-23 2010-09-24 Nav Tek S R L ENERGY TRANSFORMATION SYSTEM DERIVING FROM THE WAVE MOTORCYCLE.
KR101064597B1 (en) 2008-12-24 2011-09-15 ?c어-퉁 린 Tidal power generation device
JP2016065429A (en) * 2014-09-26 2016-04-28 三井住友建設株式会社 Tide embankment
CN106192936A (en) * 2016-08-17 2016-12-07 哈尔滨歌瑞得莱机器人制造有限公司 Assembled large-sized concrete pipeline is creeped apparatus for work

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101064597B1 (en) 2008-12-24 2011-09-15 ?c어-퉁 린 Tidal power generation device
ITMI20090446A1 (en) * 2009-03-23 2010-09-24 Nav Tek S R L ENERGY TRANSFORMATION SYSTEM DERIVING FROM THE WAVE MOTORCYCLE.
WO2010108828A1 (en) * 2009-03-23 2010-09-30 Nav Tek S.R.L. System for converting energy derived from wave motion
JP2016065429A (en) * 2014-09-26 2016-04-28 三井住友建設株式会社 Tide embankment
CN106192936A (en) * 2016-08-17 2016-12-07 哈尔滨歌瑞得莱机器人制造有限公司 Assembled large-sized concrete pipeline is creeped apparatus for work
CN106192936B (en) * 2016-08-17 2018-07-17 哈尔滨歌瑞得莱机器人制造有限公司 Assembly type large-sized concrete pipeline is creeped apparatus for work

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