WO2007037401A1 - Structure of water retarding chamber in movable object wave force energy converter - Google Patents

Structure of water retarding chamber in movable object wave force energy converter Download PDF

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Publication number
WO2007037401A1
WO2007037401A1 PCT/JP2006/319517 JP2006319517W WO2007037401A1 WO 2007037401 A1 WO2007037401 A1 WO 2007037401A1 JP 2006319517 W JP2006319517 W JP 2006319517W WO 2007037401 A1 WO2007037401 A1 WO 2007037401A1
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WIPO (PCT)
Prior art keywords
water
movable object
wave energy
conversion device
object type
Prior art date
Application number
PCT/JP2006/319517
Other languages
French (fr)
Japanese (ja)
Inventor
Kasayoshi Hadano
Original Assignee
Yamaguchi University
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Filing date
Publication date
Application filed by Yamaguchi University filed Critical Yamaguchi University
Priority to JP2007537716A priority Critical patent/JP4934824B2/en
Publication of WO2007037401A1 publication Critical patent/WO2007037401A1/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03BMACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/12Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
    • F03B13/14Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
    • F03B13/141Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector
    • F03B13/142Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector which creates an oscillating water column
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/08Tide or wave power plants
    • 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

Definitions

  • the present invention relates to a water retaining chamber structure for a movable object type wave energy conversion device, and in particular, a structure for extracting the energy of the surface wave motion power stably, which has high reliability and high efficiency.
  • Suspension chamber structure of a wave energy conversion device is a structure for extracting the energy of the surface wave motion power stably.
  • a power generation method using wave energy uses water waves of the ocean or lake as an energy source, but one of the clean energy sources that has few pollution problems that occur in the above-mentioned current thermal power generation etc. It is one. Establishing this power generation technology using wave energy means that even if all fossil fuels on the earth are depleted, energy will be secured, which will have important meaning for the future. . For this reason, various researches and developments have been conducted on conversion devices for utilizing this wave energy for power generation, and some of them have already been promoted on a commercial basis.
  • the wave energy conversion device comprises a primary conversion device that converts wave energy into mechanical energy, and a secondary conversion device that converts the converted mechanical energy into electrical energy.
  • the oscillating water column type and the movable object type are representative of primary conversion devices.
  • the vibrating water column type device is a device that has an air chamber closed at the top and an opening at which seawater enters and exits at the bottom, and is confined in the air chamber by vertical motion, which is a vertical component of seawater waves. Pressurize the air and press the air turbine with that air pressure It is a device that drives and drives a generator with this power to convert it into electrical energy and generate electricity
  • Patent Document 1 See, for example, Patent Document 1).
  • a float which is a movable object floating on the water surface, is extracted as motive power moving in the vertical direction by the movement of water surface waves, and this is taken as mechanical energy of the rotating shaft.
  • the device involved in this technology is provided with a frame which is a structure that divides the seawater area around the movable object.
  • the frame of the movable object type wave energy conversion device described in Patent Document 2 proposed by the inventor of the present invention has an opening through which seawater flows in and out of the water surface of the frame front wall, A guide side plate sandwiching the opening to the left and right is disposed behind the opening.
  • the distance between the frame front wall and the frame rear wall does not exceed one-sixth of the wavelength of waves formed on the sea level. Furthermore, the distance between the frame front wall and the frame rear wall does not exceed twice the horizontal length of the guide side plate.
  • the frame has a guide bottom plate outside the opening of the frame, with the outer side inclined toward the seabed, in order to introduce into the opening the seawater that has entered the lower force from the opening by the action of waves. Furthermore, the frame has a frame bottom plate at the lower end of the frame, and guides the outer side inclined in the water surface direction in order to smoothly introduce the seawater that has invaded above the opening by the action of waves into the opening. Have a board.
  • a water passage is secured at the bottom of the water-retaining chamber, and a horizontal plate is disposed to reduce transmitted waves.
  • a water passage is disposed at the lower part of the horizontal plate.
  • the occurrence of wave motion of the piston mode excited in the suspension chamber and its resonance phenomenon cause an increase in vortex flow in the suspension chamber above the horizontal plate. And that the reflected wave energy is effectively attenuated.
  • the rotational energy of the vortex in the water-retaining room is taken in as the rotation of the water turbine, as it creates a circulating flow of water throughout the water-retaining room, and mentions the possibility of generating electricity.
  • Patent Document 1 Japanese Patent Application Laid-Open No. 10-213059
  • Patent Document 2 WO 02 Z389 51 A1
  • Non-Patent Document 1 Takayuki Nakamura, Outside 1: “On the effect of a water reservoir breakwater and the acquisition of wave energy using the swirling water in a discharge chamber," Proceedings of Ocean Development, No. 21, pp. 547- 552 (2005 13 July 14))
  • Patent Document 2 is proposed by the same inventor as the present invention. Force The inside of the frame provided to divide the water area provided around the movable object, ie, the horizontal movement of the water in the water containing chamber. There is a problem that the wave energy conversion device using the vertical movement of the movable object can not operate smoothly. Also, it is clear that the recreational water quality structure described in Non-Patent Document 1 is not suitable for driving a wave energy conversion device that uses the up and down movement of a movable object because there is a strong vortex flow in the suspension chamber. It is.
  • the present invention has been invented in view of the above-mentioned situation relating to the above-described wave energy conversion device, and achieves the following object.
  • An object of the present invention is to provide a suspension chamber structure of a movable object type wave energy conversion device in which the motion of seawater in the suspension chamber is limited to horizontal motion and is limited to movement in a substantially vertical direction. .
  • Another object of the present invention is to move a floating movable object up and down in a stable manner, so that stable and stable energy conversion can be performed.
  • the purpose of this project is to provide a suspension chamber structure of a movable object type wave energy conversion device in which a small suspension chamber can be arranged and waves can be introduced from the lower opening of the small suspension chamber. Means to solve the problem
  • the water containing chamber structure is
  • a water reservoir structure for a movable object type wave energy conversion device that mechanically converts energy of wave energy by the up and down movement of a float (9) which is a movable object floated on the water surface in the water damping chamber (5).
  • the lower part of the water retaining chamber (5) is disposed below the surface of the water, the upper part communicates with the water releasing chamber (5) and is opened, and the lower part is opened facing the opening (8). It consists of a plurality of small water chambers (6, 24), which are compartmental spaces that are
  • the water repelling chamber structure of the movable object type wave energy conversion device of the second aspect of the present invention is characterized in that the small water repelling chambers (6, 24) are horizontally separated and parallel to each other. It is characterized in that it is divided by flat walls (4) of a plurality of plate-like members fixedly arranged in
  • the plurality of flat walls (4) are arranged with the upper end heights coincident with one another, and the lower end height Are arranged to be lowered stepwise in the depth direction of the water control chamber.
  • the plurality of flat walls (4) have upper and lower ends (21) and (22) It is characterized in that it is arranged stepwise in the depth direction of.
  • the lower end portion of the plurality of flat walls (4) faces the opening (8).
  • Guides (11, 20) are provided to carry out the entry and exit guidance of the overhanging sea water, and is characterized.
  • the water containing chamber structure of the sixth aspect is the third or fourth aspect of the present invention.
  • a guide portion (11, 20) is provided at a lower end portion of the plurality of flat walls (4) so as to extend in the direction of the opening (8) and guide the inflow and outflow of seawater.
  • the suspension chamber (5) straddles the plurality of planar walls (5).
  • a plurality of side walls (7) are disposed to intersect with each other to constitute a plurality of the water-retaining chambers (5) in a matrix.
  • the lower end portion of the plurality of flat walls (4) of the guide portion (11) It is characterized in that it is configured to project in a planar manner toward the opening (8).
  • the lower end portion of the plurality of flat walls of the guiding portion (20) is characterized in that it is configured to project in a curved shape toward the).
  • the opening area of the through hole (12) is directed toward the depth direction of the suspension chamber. It is characterized by becoming smaller gradually.
  • the structure of the water-retaining chamber according to the present invention has a structure in which a plurality of small water-retaining chambers are disposed in the lower part of the water-retaining chamber in which movable objects are floated. Do. This enables the float, which is a movable object floating above sea level, to float stably in the vertical direction. That is, since the impact force or the like in the horizontal direction does not act on the movable object and its supporting portion, the movable object and its supporting portion are not damaged. It is possible to make it float.
  • wave energy can be stably and reliably extracted by the up-and-down motion of the movable object, and a highly efficient primary conversion device that converts it into mechanical energy can be obtained.
  • a highly efficient primary conversion device that converts it into mechanical energy can be obtained.
  • the north wind is strong in winter in Japan
  • the vertical movement of the water surface in the aquaculture room where the wave height is high can be large, and a large amount of power can be obtained. This power can be met for the heating power demand of this period and is extremely effective.
  • the basic configuration of the present invention is a water-reserved room disposed in front of a breakwater such as a beach or a port or a port structure of a wharf.
  • This water suspension chamber is formed by a frame that is a structure that divides the water area.
  • the lower part of the frame on the side receiving the waves facing the sea is an opening in the frame that constitutes the water suspension chamber, and the movement of the surface waves causes the water surface to move up and down in the water chamber.
  • a floating object float is placed in a floating state on the water surface in the water suspension chamber, and the vertical movement of the movable object is induced by the vertical movement of the water surface in the suspension chamber to perform wave energy conversion of the movable object type.
  • a small suspension chamber which is a divided space divided by a plurality of vertical flat walls, etc., is arranged at the lower position of the suspension chamber.
  • the small water retaining chamber is divided into a plurality of spaces by a plane wall which is a plane plate, and the cross-sectional shape is a rectangular matrix, or the cross-sectional shape is a hard cam structure or the like.
  • a large number of through holes may be opened in the flat wall of the small water reservoir.
  • the through holes are used to exchange seawater (water in the case of lakes; hereinafter, the same meaning is used in the present invention) due to water level differences between the small water chambers adjacent to each other, and the water surface in the water chambers is horizontal. Play the role of As a result, since the global motion of the water in the small water control chamber is made substantially direct by this through hole, the water surface of the upper water control chamber in the small water control chamber is moved up and down in a substantially horizontal state.
  • a substantially vertical wall which is disposed in front of a quay such as a breakwater and is a component of a frame that constitutes a water suspension chamber, usually has an opening with a structure in which water enters and exits the lower half of the water surface. The flow of water into and out of the opening is equally distributed to each of the small water reservoirs.
  • the water reservoir is usually provided in front of the breakwaters and the port structure of the quay, the large-scale floating offshore of the coast force It may be arranged on the outer periphery of the free body structure (mega-float).
  • the depth of the water-retention chamber that is, the distance between the vertical wall on the sea side and the shore wall is preferably about 5 m or less at the wave wavelength of 1Z6 or less.
  • This 5m is also the reason that the diameter of about 3m of the movable object floating in the water-retaining room is easy to handle, and it is not a theoretically determined value.
  • the reason is that it is easy to handle on site. If the seabed is horizontal and flat, the wavelength of waves is theoretically determined by the period and water depth, and the longer the period and the deeper the water, the longer the wavelength. Waves usually enter the shallow waters from deep ocean depths, so the reflected waves are strong and occur in some places except where the wavelength of the waves is determined by the period and the depth as described above. It is common to be large.
  • FIG. 1 is a cross-sectional view showing Example 1 of a water-retention chamber structure of the present invention.
  • the lower end positions of the plurality of flat walls 4 are gradually lowered in the depth direction of the water releasing chamber.
  • FIG. 2 is a cross-sectional view taken along the line II II of FIG.
  • a cylindrical float is arranged in a floating state at the upper part in the water reservoir 5 surrounded by the quaywall vertical wall 3 and the side wall 7.
  • the water retaining chamber structure of the first embodiment is fixedly disposed adjacent to the side wall surface 2 of the wharf of the breakwater constructed of concrete or the like.
  • a vertical wall 3 which is a wall surface of a plate-like body, is disposed on the sea side side wall surface 2 of the quay 1 at a constant distance from the side wall 2 and along and along the same. Ru.
  • a plurality of flat walls 4 made of plate-like members are fixedly arranged at regular intervals by vertical walls arranged parallel to these. , And partitions the lower space of the water reservoir 5.
  • the lower end of the flat wall 4 extends to the seabed 10 near the quay 1 and the same position as the lower end of the vertical wall 3 near the vertical wall 3. Therefore, as shown in FIG. 1, the lower end of the flat wall 4 gradually extends toward the seabed 10 as it approaches the quay 1.
  • a plurality of side walls 7 which are vertical plate-like wall surfaces arranged orthogonal to these are arranged (see FIG.
  • the side wall 7 also extends the lower end force of the plane wall 4 above the water surface. Both ends of the side wall 7 are connected and fixed to the side wall surface 3 a of the vertical wall 3 and the quay wall 2 respectively. After all, the plane wall 4 and the side wall 7 divide the space between the quay 1 and the vertical wall 2 and define the water damping chamber 5 at the top and the small water suspension chambers 6 at the bottom in a matrix. Become.
  • the plane wall 4 and the side wall 7 are divided into spaces of a plurality of small water sipping chambers 6 in the vertical direction with a rectangular cross section vertically below the water surface.
  • Each small suspension room 6 has its volume gradually changed from the vertical wall 3 to the quay 1.
  • the upper end heights of the flat walls 4 are aligned at the same height below the water surface.
  • the side wall 7 may be extended to the seabed 10. The extension of the side wall 7 to the seabed 10 can block the component in the direction along the quay 1 of the movement of the water in the water suspension chamber at the time of the oblique incident wave.
  • a water suspension chamber 5 which is a space portion.
  • movable objects 9 which are a plurality of cylindrical floats which are movable objects are respectively arranged in a floating state.
  • the water suspension chamber 5 forms a space area in which the movable object 9 can move up and down.
  • An opening 8 is formed between the bottom of the vertical wall 3 and the seabed 10.
  • the opening 8 is an inlet for taking in ocean-side wave energy.
  • the lower end of each small water retaining chamber 6 is open to the sea side.
  • the opening surface of the lower end of each small water chamber 6 faces the opening 8 at a constant angle.
  • each plane wall 4 in this case, exchange of seawater is performed between the small water retaining chambers 6, and Horizontal movement of water is suppressed.
  • the shape of the through hole may be any shape.
  • non-metallic materials such as FRP are preferable from the viewpoints of corrosion resistance, maintenance performance, and the like.
  • the sea level of the water reservoir 5 communicating with this moves up and down, and the movable object 9 which is disposed floating on the sea level moves up and down. Electric energy of vertical movement energy of movable object 9
  • the mechanism for converting into one is a well-known technology, and since it is described in the fifth embodiment, the description thereof is omitted.
  • FIG. 3 is a cross-sectional view showing a second embodiment of the water reproduction chamber structure of the present invention.
  • a guide member 11 is provided in the horizontal direction at the lower end position of the flat wall 4.
  • the structure of the water retaining chamber of the second embodiment is the same as that of the water retaining chamber of the first embodiment shown in FIG. 1 in terms of the basic structure.
  • each of the flat plates constituting the flat wall 4 may be provided with a plurality of through holes (not shown).
  • FIG. 4 is a cross-sectional view showing a third embodiment of the water retaining chamber structure of the present invention.
  • the size of the opening 12 of the flat wall 4 is changed to a large diameter force and a small diameter as the flat wall 4 on the front side of the sea approaches the quay wall 2 direction.
  • a plurality of flat walls 4 are arranged in parallel to the quay wall 1 and the vertical wall 3.
  • this plane wall 4 is disposed at the position of the opening 8 and differs from that of Example 1 in that the force also has a length extended to the seabed 10.
  • the upper end of the plane wall 4 is aligned horizontally, and the lower end reaches the seabed 10.
  • Each planar wall 4 is formed with an opening 12 which is a circular through hole.
  • Each plane wall 4 is provided with a plurality of openings 12 which are through holes.
  • the opening area of the opening 3 is reduced as the vertical wall 2 side force on the sea side is moved further to the quay 1 side. That is, the ratio of the area of all the openings 12 to the whole area of the plane wall 4 (aperture ratio) (aZA, where a is the area of the opening 12 and A is the total area of the plane wall 4) It decreases almost linearly as it goes to the wharf 2 side. That is, as the aperture ratio is moved backward in the direction of the quay 1 from the plane wall 4 on the sea-side vertical wall 1 side, the large force is also changed to be smaller.
  • the flow of water entering and leaving the opening 8 is substantially equally distributed to the flow in the individual small water retaining chambers 6. And it can stabilize the vertical movement of water in the water reservoir 5 and make energy conversion more reliable. Further, by providing the flat wall 4 having the opening 12, it is effective to suppress the momentum of the seawater when entering and leaving the small play room 6.
  • FIG. 5 is a cross-sectional view showing Example 4 of the water retaining chamber structure of the present invention.
  • the structure of the water retention chamber of Example 4 is a cross-sectional view showing Example 4 in which the entire flat wall 4 or the upper half thereof is constituted by a flexible member 13. That is, the structure of the water reproduction chamber of the fourth embodiment shown in FIG. 4 is the same as the structure of the water reproduction chamber of the first embodiment in the basic structure.
  • the upper half of the flat wall 4 is formed of a flexible member 13 and the lower half is a rigid portion 14.
  • the flexible member 13 is made of a soft member such as synthetic rubber or synthetic resin elastomer.
  • the connection between the flexible member 13 and the rigid portion 14 is performed by applying a connecting plate 15 which is also a plate material on both sides and fixing the same with a rivet 16.
  • the entire flat wall 4 may be configured by the flexible member 13.
  • the same concept can be applied to the water retaining chamber structure of the second embodiment and the third embodiment although they are illustrated.
  • the water retaining chamber structure of the fourth embodiment even if the movable object 9 contacts the flat wall 4 against the vertical movement of the movable object 5 in the water retaining chamber 5, the flat wall 4, the movable object 9, etc. are damaged. There is nothing to do.
  • the depth of the water control chamber 5, that is, the distance between the vertical wall 3 on the sea side and the quay wall 2 is 1Z6 or less of the wavelength of waves as described above. And approximately 5m is preferable. If the clearances between the movable object 9 and the side wall surface 3a of the vertical wall 3 and between the movable object 9 and the side wall surface 2 of the quay 1 are respectively about lm, the movable object 9 moves up and down. It is possible to avoid the collision between 9 and the quay wall 2 or the side wall 3 a of the vertical wall 3. Further, by covering the periphery of the movable object 9 with a shock absorbing material, it is possible to cope with a collision with the quay wall 2 of the quay 1 or the side wall 3 a of the vertical wall 3.
  • FIG. 6 is a cross-sectional view showing Example 5 of the water retaining chamber structure of the present invention.
  • the lower portion of the flat wall 4 is a curved guide portion 20.
  • 7 is a cross-sectional view taken along the line VII-VII in FIG.
  • the point where the vertical wall 3 is disposed on the sea side with respect to the quay 1 to form the water suspension chamber 5 is the same as the water suspension chamber structure of the first embodiment etc. described above.
  • a plurality of plane walls 4 are provided at equal intervals in parallel with the vertical direction so as to straddle the quay 1 with the vertical wall 3.
  • the plane walls 4 are provided at equal intervals in the water retaining chamber structure of the fifth embodiment, the equal intervals are not necessarily required.
  • the lower part of the vertical wall 3 is an opening 8 so that seawater can freely enter and exit the small water-sustaining chamber 24.
  • the upper end 21 of the small water suspension chamber 24 has the same height in the horizontal direction.
  • the length of the lower end of the plane wall 4 is relatively different from the vertical wall 3 side toward the quay 1 side.
  • the lower end 22 extends from the vertical wall 3 toward the quay 1 in a stepwise manner and gradually extends to the seabed 10 side, and the lower end of the plane wall 4 on the quay wall 2 side is in contact with the seabed 10 side. There is.
  • the lower ends 22 of the plurality of flat walls 4 all project toward the sea side in a circular arc shape of 1Z4 whose tip is a curved surface or a sectional shape is a circle, and this constitutes a guide portion 20.
  • the plurality of side walls 23 are joined in a direction crossing the plane wall 4 so as to intersect between the plurality of plane walls 4.
  • a plurality of small water reservoirs 24 are formed between the plane wall 4 and the side wall 23.
  • the side wall 23 is diagonally intersected and coupled with the plane wall 4 at a predetermined angle as shown in FIG.
  • the shape of the small water retaining chamber 24 has a triangular or trapezoidal shape.
  • the small water retaining chamber 24 is rectangular or rectangular. It is shaped.
  • the small water-sustaining chamber 6 has a structure like a hamming structure with the plane wall 4 and the side wall 7. When seawater enters and exits from the opening 8, its flow is restricted by the curved surface shape of the guide 20 provided at the lower part of the plane wall 4.
  • the movable object 9 is placed floating on the sea surface.
  • the movable object 9 moves up and down following the vertical movement of the water surface.
  • the movable object 9 is always floating on the water surface, and is, for example, a cylindrical body having a space sealed inside.
  • This shape may be any shape as long as it is a floating body.
  • it may be spherical or may be of a material other than an iron plate.
  • One end of a rope 25 such as a wire or a chain is connected to an upper portion of the movable object 9.
  • This cord 25 is wound on the drive wheel and the other end is connected to a weight 26, ie a counterweight for tensioning the cord 25.
  • the movable object 9 drives the rotary shaft 27 which is a part of the energy conversion device installed at the upper part by moving up and down, and the vertical kinetic energy of waves is a mechanical device having a mechanism such as a one-way clutch. Is converted into rotational force, and the rotational force drives the generator 29 to be converted into electrical energy.
  • the rotating shaft 27 is driven in the same rotation direction even if the movable object 9 moves upward or downward. And converted to electrical energy.
  • the movable object 9 is designed to float only in the vertical direction according to the present embodiment, the movable object and the quay, which are not shown, are considered in view of the fact that some horizontal movement is also generated for safety.
  • a shock absorbing member is provided on the vertical wall etc. Protection measures are taken.
  • FIG. 8 is a cross-sectional view showing Example 6 of the water retaining chamber structure of the present invention.
  • the structure of the water retaining chamber of the sixth embodiment is the same as that of the fifth embodiment in that the lower portion of the flat wall 4 is a curved guide portion.
  • the length in the vertical direction of the flat wall 4 is the same. .
  • the lengths in the vertical direction of the plurality of flat walls 4 in the small water retaining chamber 24 are all the same.
  • the position of the lower end 22 of the plane wall 4 extends from the vertical wall 2 toward the wharf 1 side in the same manner as in the fifth embodiment and gradually extends toward the seabed 10 side. this Therefore, the upper end 21 of the plane wall 4 is shifted downward in a stepwise manner toward the quay 1 side in response to the shift.
  • the upper end 21 of the flat wall 4 adjacent to the vertical wall 3 is always placed below the water surface.
  • the small water retaining chamber 24 is formed along the curved surface shape of the guiding portion 20 of the flat wall 4. It flows into the upper part of the water play room 5, and the water surface of the water play room 5 rises.
  • the water comes out of the small water chamber 24 upward, it mixes with the water from the other small water chambers 24, and the range is larger than that of the fifth embodiment, but a horizontal component force occurs. The water surface rises.
  • Having the lengths of the plurality of flat walls 4 identical to one another has the advantage of being able to reduce the cost when configuring the water-retaining chamber 5.
  • the apparatus actually installed is a structure provided on a breakwater or the like, with a plurality of water retaining chambers 5 adjacent to each other. Therefore, since the amount of use of each member is large, it is cost reduction to simplify the configuration and reduce the number of parts.
  • the configuration of the side wall 7 is the same as that of the fifth embodiment although not shown.
  • the upper end 21 of the plane wall 4 is always positioned below the water surface so that it will be below the water surface even when the water level is low at low tide.
  • the quay 1 of the breakwater is directly used as a part of the frame constituting the water retaining chamber 5.
  • the water suspension chamber 5 may be configured as an independent frame separate from the wharf 1.
  • the frame is part of the breakwater, or an independent frame is installed on the breakwater, offshore, etc.
  • This structure can be installed at other locations if it is configured to be movable independently. Therefore, a space is formed between the lower end of the plane wall 4 and the seabed 10, and there is a water flow structure through which seawater passes freely.
  • the wave height of waves from the sea is considered to be about 50 cm to 1 m or more on an annual average, but the height of the lower end of the water reservoir 5, ie, the upper end of the plane wall 4 is Design wave arrival If the amplitude of the water surface fluctuation in the water-suspension room at the time of the design wave arrival and the movable object draft depth) and so on.
  • the vertical motion of the movable object based on the vertical motion of the seawater in the water retaining chamber structure of the present invention is replaced by the rotational drive as described above, and the well-known It can be converted into mechanical energy by a simple mechanism, and can be immediately converted into usable energy such as electricity.
  • the water reservoir structure of the present invention can efficiently convert wave energy into mechanical energy in the open sea, lakes, ports, etc., and is thus represented by a wave power generator. It is effective as a primary conversion device among the energy conversion devices. Furthermore, if it is placed in front of the breakwater or quay in the harbor or in the forward water area, it is also suitable as a wave eliminator to absorb high-wave energy.
  • FIG. 1 is a cross-sectional view showing Example 1 of a water retention chamber structure of the present invention.
  • FIG. 2 is a cross-sectional view taken along line II-II in FIG.
  • FIG. 3 is a cross-sectional view showing Example 2 of the water retaining chamber structure of the present invention.
  • FIG. 4 is a cross-sectional view showing Example 3 of the water retaining chamber structure of the present invention.
  • FIG. 5 is a cross-sectional view showing Example 4 of the water retaining chamber structure of the present invention.
  • FIG. 6 is a cross-sectional view showing Example 5 of the water retaining chamber structure of the present invention.
  • FIG. 7 is a cross-sectional view taken along line VII-VII in FIG.
  • FIG. 8 is a cross-sectional view showing Example 6 of the water retaining chamber structure of the present invention.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Civil Engineering (AREA)
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  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

[PROBLEMS] The structure of a water retarding chamber for converting wave force energy of sea water into stabilized potential energy in the vertical direction. [MEANS FOR SOLVING PROBLEMS] A water retarding chamber (5) is constituted by surrounding a part of the water surface by a frame having a partitioning periphery composed of a substantially vertical wall (3). A portion of a wave force energy converter, i.e. a movable body (9), can be floated in the water retarding chamber (5). A plurality of planar walls (4) are arranged at a predetermined interval and in parallel with a quay (1) and the vertical wall (3) under the water surface. Sidewalls (7) are arranged, at a predetermined interval, to intersect the planar walls (4) perpendicularly. A plurality of small water retarding chambers (6) defined by the planar walls (4) and the sidewalls (7) are arranged in matrix. An opening (8) is provided in a lower portion of the vertical wall (3) so that sea water can enter the small water retarding chambers (6) and exit therefrom freely. The water retarding chamber (5) is arranged at the upper end of the small water retarding chamber (6) and the movable body (5) is floated. Sea water flows through the opening (8) into the small water retarding chamber (6) where it is converted into up/down motion energy for elevating/lowering the movable body (9) on the water surface in the water retarding chamber (5) smoothly.

Description

明 細 書  Specification
可動物体型波力エネルギー変換装置の遊水室構造  Water-suspension chamber structure of movable object type wave energy converter
技術分野  Technical field
[0001] 本発明は、可動物体型波力エネルギー変換装置のための遊水室構造に関し、特 に、水面波の運動力 安定的にそのエネルギーを取り出すための構造であり、信頼 性が高く高効率な波力エネルギー変換装置の遊水室構造に関する。  The present invention relates to a water retaining chamber structure for a movable object type wave energy conversion device, and in particular, a structure for extracting the energy of the surface wave motion power stably, which has high reliability and high efficiency. Suspension chamber structure of a wave energy conversion device.
技術背景  Technology background
[0002] 発電のためにエネルギー源として各種のものが現在使用されており、代表的な方 式である火力発電では、石油、石炭等の化石燃料が使用されている。この化石燃料 を使用する火力発電は、その化石燃料の燃焼に伴い二酸化炭素を発生させ、地球 温暖化の原因を作っている。又、原子力発電は、放射性廃棄物の処理コスト、放射 能汚染等の危険性があることから問題がある。最近はこれらの問題がないクリーンな エネルギー源を使用する風力発電、波力発電等が注目され、その技術についても種 々提案がなされている。  [0002] Various types of energy sources are currently used for power generation, and in a typical mode of thermal power generation, fossil fuels such as petroleum and coal are used. Thermal power generation using this fossil fuel generates carbon dioxide as the fossil fuel burns, and causes global warming. Nuclear power generation is also problematic because of the cost of radioactive waste disposal and the risk of radioactive contamination. Recently, wind power generation and wave power generation that use clean energy sources that do not have these problems have attracted attention, and various proposals have been made for the technology.
[0003] 波力エネルギーを利用した発電方式は、海洋又は湖沼の水面波をエネルギー源と するものであるが、前述した現行の火力発電等で問題となる公害はなぐ数少ないク リーンエネルギー源の 1つである。この波力エネルギーを利用した発電技術を確立し ておくことは、仮に地球上の化石燃料が全て枯渴してもエネルギーを確保できること になり、将来に対しては重要な意味をもつことになる。このため、この波力エネルギー を発電に利用するための変換装置について、従来力 種々の研究開発が行われて おり、既に一部は商業ベースで進められている。  [0003] A power generation method using wave energy uses water waves of the ocean or lake as an energy source, but one of the clean energy sources that has few pollution problems that occur in the above-mentioned current thermal power generation etc. It is one. Establishing this power generation technology using wave energy means that even if all fossil fuels on the earth are depleted, energy will be secured, which will have important meaning for the future. . For this reason, various researches and developments have been conducted on conversion devices for utilizing this wave energy for power generation, and some of them have already been promoted on a commercial basis.
[0004] 一般に、波力エネルギー変換装置は、波のエネルギーを機械的エネルギーに変換 する 1次変換装置と、この変換された機械的エネルギーを電気エネルギーに変換す る 2次変換装置とで構成されている。 1次変換装置としては、現時点では振動水柱型 と可動物体型が代表的である。振動水柱型の装置は、上部に閉じた空気室を有し、 下部に海水が出入りする開口部を有する装置であり、海水の波の鉛直方向成分であ る上下運動で空気室に閉じ込められた空気を加圧し、その空気圧で空気タービンを 駆動し、この動力で発電機を駆動して電気エネルギーに変換し発電する装置であるIn general, the wave energy conversion device comprises a primary conversion device that converts wave energy into mechanical energy, and a secondary conversion device that converts the converted mechanical energy into electrical energy. ing. At this moment, the oscillating water column type and the movable object type are representative of primary conversion devices. The vibrating water column type device is a device that has an air chamber closed at the top and an opening at which seawater enters and exits at the bottom, and is confined in the air chamber by vertical motion, which is a vertical component of seawater waves. Pressurize the air and press the air turbine with that air pressure It is a device that drives and drives a generator with this power to convert it into electrical energy and generate electricity
(例えば、特許文献 1参照)。 (See, for example, Patent Document 1).
[0005] 他方、可動物体型の装置として、水面上に浮遊している可動物体であるフロートが 、水面波の運動により上下方向に運動する動力として取り出し、これを回転する軸の 機械的エネルギーに変換し、更にこれを電気的エネルギーに変換して発電する装置 が知られている。次に、この後者の技術を詳細に説明する。この技術に関わる装置は 、可動物体の周囲の海水域を仕切る構造体である枠体が配置されて 、る。  [0005] On the other hand, as a movable object type device, a float, which is a movable object floating on the water surface, is extracted as motive power moving in the vertical direction by the movement of water surface waves, and this is taken as mechanical energy of the rotating shaft. There are known devices that convert and convert this into electrical energy for power generation. Next, this latter technique will be described in detail. The device involved in this technology is provided with a frame which is a structure that divides the seawater area around the movable object.
[0006] 本発明の発明者が提案した、特許文献 2に記載された可動物体型波力エネルギー 変換装置の枠体は、枠体前方壁の水面下に海水が出入りする開口部を有し、この開 口部の後方に開口部を左右に挟む案内側板を、配置したものである。この枠体前方 壁と枠体後方壁との間隔は、海水面に形成される波の波長の 6分の 1を越えないよう にしている。更に、枠体前方壁と枠体後方壁との間隔が案内側板の水平方向長さの 2倍を越えな 、ようにして 、る。  [0006] The frame of the movable object type wave energy conversion device described in Patent Document 2 proposed by the inventor of the present invention has an opening through which seawater flows in and out of the water surface of the frame front wall, A guide side plate sandwiching the opening to the left and right is disposed behind the opening. The distance between the frame front wall and the frame rear wall does not exceed one-sixth of the wavelength of waves formed on the sea level. Furthermore, the distance between the frame front wall and the frame rear wall does not exceed twice the horizontal length of the guide side plate.
[0007] 枠体は、枠体の開口部外側に、波の作用で開口部より下側力 侵入してきた海水 を開口部に導入するため、外側を海底方向に傾斜させた案内底板を有する。更に、 枠体は、枠体の下端に枠体底板を有し、波の作用で開口部より上側に侵入してきた 海水を滑らかに開口部に導入するため、外側を水面方向に傾斜させた案内板を有 する。  [0007] The frame has a guide bottom plate outside the opening of the frame, with the outer side inclined toward the seabed, in order to introduce into the opening the seawater that has entered the lower force from the opening by the action of waves. Furthermore, the frame has a frame bottom plate at the lower end of the frame, and guides the outer side inclined in the water surface direction in order to smoothly introduce the seawater that has invaded above the opening by the action of waves into the opening. Have a board.
[0008] この構成により、可動物体の周囲に設けた枠体により、可動物体周辺の海水の運 動を所望の方向に制御し、可動物体支持部に有害な力が作用するのを回避してい る。一方、最近、防波堤前面の遊水室内の海水の運動の研究もなされている(例え ば、非特許文献 1参照)。この遊水室型海水交換防波堤は、反射波による小船舶の 災害の防止や港湾域の静穏化を目的としたものであり、堤体の港外側に設けた垂下 版と背後壁の間に遊水室を配置したものである。  [0008] With this configuration, the movement of seawater around the movable object is controlled in a desired direction by the frame provided around the movable object, thereby avoiding the harmful force from acting on the movable object support. Ru. On the other hand, recently, research has also been made on the movement of seawater in the water-retaining chamber in front of the breakwater (see, for example, Non-Patent Document 1). This suspension room type seawater exchange breakwater is for the purpose of preventing a small ship's disaster by reflected waves and for the purpose of calming the port area, and the suspension room between the suspension plate and the back wall provided outside the port Are arranged.
[0009] この遊水室の底部に通水路を確保し、透過波の低減のために水平版を配置したも のである。また、水平版の下部に通水部を配置したものも提案されている。この構造 を有する防波堤では、遊水室内に励起されるピストンモードの波動運動の発生、及 びその共振現象により、水平版の上部の遊水室では渦流れの増大現象を引き起こし 、反射波エネルギーが効果的に減衰されること等を解明している。そして、遊水室内 では、遊水室の全体にわたる水の循環流を生じることから、遊水室内の渦の回転ェ ネルギーを水車の回転として取り込み、発電利用への可能性について言及している A water passage is secured at the bottom of the water-retaining chamber, and a horizontal plate is disposed to reduce transmitted waves. In addition, one in which a water passage is disposed at the lower part of the horizontal plate has been proposed. In the breakwater with this structure, the occurrence of wave motion of the piston mode excited in the suspension chamber and its resonance phenomenon cause an increase in vortex flow in the suspension chamber above the horizontal plate. And that the reflected wave energy is effectively attenuated. And, in the water-retaining room, the rotational energy of the vortex in the water-retaining room is taken in as the rotation of the water turbine, as it creates a circulating flow of water throughout the water-retaining room, and mentions the possibility of generating electricity.
[0010] 特許文献 1 :特開平 10— 213059号 Patent Document 1: Japanese Patent Application Laid-Open No. 10-213059
特許文献 2 :WO02Z38951 A1号  Patent Document 2: WO 02 Z389 51 A1
非特許文献 1:中村孝幸 外 1名:「遊水室型海水交換防波堤の効果と遊水室内渦流 れを利用する波エネルギー取得について」、海洋開発論文集、第 21卷、 pp. 547- 552 (2005年 7月 13, 14曰)  Non-Patent Document 1: Takayuki Nakamura, Outside 1: "On the effect of a water reservoir breakwater and the acquisition of wave energy using the swirling water in a discharge chamber," Proceedings of Ocean Development, No. 21, pp. 547- 552 (2005 13 July 14))
発明の開示  Disclosure of the invention
発明が解決しょうとする課題  Problem that invention tries to solve
[0011] しかしながら、前述の特許文献、非特許文献で示す従来の技術は、有効に波動ェ ネルギーを取り出すという観点からは、完全なものではなく種々問題があり改良の余 地がある。特許文献 2で示す技術は、本発明と同一発明者の提案になるものである 力 可動物体の周囲に設けられた水域を仕切る枠体の内側、即ち、遊水室内の水の 運動には水平動の成分が存在し、可動物体の鉛直方向の運動を利用する波力エネ ルギー変換装置が円滑に稼動出来ないという問題点がある。又、非特許文献 1に記 載されたいる遊水質構造は、遊水室内に強い渦流れがあるために、可動物体の上下 動を利用する波力エネルギー変換装置の駆動には適さないことは明らかである。  However, the conventional techniques described in the above-mentioned patent documents and non-patent documents are not complete but have various problems and there is room for improvement from the viewpoint of effectively extracting the wave energy. The technique shown in Patent Document 2 is proposed by the same inventor as the present invention. Force The inside of the frame provided to divide the water area provided around the movable object, ie, the horizontal movement of the water in the water containing chamber. There is a problem that the wave energy conversion device using the vertical movement of the movable object can not operate smoothly. Also, it is clear that the recreational water quality structure described in Non-Patent Document 1 is not suitable for driving a wave energy conversion device that uses the up and down movement of a movable object because there is a strong vortex flow in the suspension chamber. It is.
[0012] 本発明は、前述の波力エネルギー変換装置に関わる前述の状況に鑑み発明され たものであり、下記の目的を達成する。  The present invention has been invented in view of the above-mentioned situation relating to the above-described wave energy conversion device, and achieves the following object.
[0013] 本発明の目的は、遊水室内の海水の動きを、水平動を抑えて略鉛直方向の運動 のみにした、可動物体型波力エネルギー変換装置の遊水室構造を提供することにあ る。  [0013] An object of the present invention is to provide a suspension chamber structure of a movable object type wave energy conversion device in which the motion of seawater in the suspension chamber is limited to horizontal motion and is limited to movement in a substantially vertical direction. .
[0014] 本発明の他の目的は、浮動する可動物体を安定して上下動させ、確実で安定した エネルギー変換を行うことができるように、可動物体を浮かせた遊水室内の下部に複 数の小遊水室を配置し、この小遊水室の下部の開口から波を導入できる、可動物体 型波力エネルギー変換装置の遊水室構造の提供にある。 課題を解決するための手段 Another object of the present invention is to move a floating movable object up and down in a stable manner, so that stable and stable energy conversion can be performed. The purpose of this project is to provide a suspension chamber structure of a movable object type wave energy conversion device in which a small suspension chamber can be arranged and waves can be introduced from the lower opening of the small suspension chamber. Means to solve the problem
[0015] 本発明者は、鋭意研究を重ねた結果、遊水室内の水の動きに水平動がなく略鉛直 方向のみにすることに成功した。本発明は、前記目的を達成するために次の手段を とる。  [0015] As a result of intensive studies, the inventor succeeded in making the movement of water in the water-retaining chamber only in the substantially vertical direction without horizontal movement. The present invention takes the following means in order to achieve the above object.
[0016] 本発明 1の可動物体型波力エネルギー変換装置の遊水室構造は、  According to the movable object type wave energy conversion device of the present invention 1, the water containing chamber structure is
遊水室(5)内の水面に浮かべた可動物体であるフロート(9)の上下動により波エネ ルギーを機械的エネルギー変換する可動物体型波力エネルギー変換装置のための 遊水室構造であって、  A water reservoir structure for a movable object type wave energy conversion device that mechanically converts energy of wave energy by the up and down movement of a float (9) which is a movable object floated on the water surface in the water damping chamber (5).
水面を区画して構成した空間である前記遊水室(5)を構成するために水面の一部 を仕切るための枠体(1, 3, 7)と、  A frame (1, 3, 7) for partitioning a part of the water surface to form the water holding chamber (5), which is a space formed by dividing the water surface;
前記枠体(1, 3, 7)のうち波を受ける側の前記枠体 (3)の水面下に形成された開 口部(8)と、  An opening (8) formed under the water surface of the frame (3) on the side of receiving the wave among the frames (1, 3, 7);
前記遊水室(5)の下部の水面下に配置され、上部が前記遊水室(5)に連通して開 口し、下部が前記開口部(8)に面して開口しており、鉛直方向に広がる区画空間で ある複数の小遊水室(6, 24)とからなる。  The lower part of the water retaining chamber (5) is disposed below the surface of the water, the upper part communicates with the water releasing chamber (5) and is opened, and the lower part is opened facing the opening (8). It consists of a plurality of small water chambers (6, 24), which are compartmental spaces that are
[0017] 本発明 2の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 1にお いて、前記小遊水室(6, 24)は、相互に平行に水平方向に隔離して並列に固定して 配置された複数の板状部材の平面壁 (4)により区画されて ヽることを特徴とする。  [0017] According to a first aspect of the present invention, the water repelling chamber structure of the movable object type wave energy conversion device of the second aspect of the present invention is characterized in that the small water repelling chambers (6, 24) are horizontally separated and parallel to each other. It is characterized in that it is divided by flat walls (4) of a plurality of plate-like members fixedly arranged in
[0018] 本発明 3の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 2にお いて、前記複数の平面壁 (4)は、上端高さが一致して配列され、下端高さが前記遊 水室の奥行き方向に段階的に下がるように配列されて 、ることを特徴とする。  In the water containing chamber structure of the movable object type wave energy conversion device of the third aspect of the present invention, in the second aspect of the present invention, the plurality of flat walls (4) are arranged with the upper end heights coincident with one another, and the lower end height Are arranged to be lowered stepwise in the depth direction of the water control chamber.
[0019] 本発明 4の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 2にお いて、前記複数の平面壁 (4)は、上端 (21)および下端 (22)を遊水室の奥行き方向 に段階的に下げて配列されていることを特徴とする。  [0019] In the suspension chamber structure of the movable object type wave energy conversion device of the fourth aspect of the present invention, in the second aspect, the plurality of flat walls (4) have upper and lower ends (21) and (22) It is characterized in that it is arranged stepwise in the depth direction of.
[0020] 本発明 5の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 3又は 4 において、前記複数の平面壁 (4)の下端部には、前記開口部(8)方向に張り出し海 水の出入り案内を行うように案内部(11, 20)が設けられて 、ることを特徴とする。  [0020] In the suspension chamber structure of the movable object type wave energy conversion device of the fifth aspect of the present invention, in the third aspect or the fourth aspect of the present invention, the lower end portion of the plurality of flat walls (4) faces the opening (8). Guides (11, 20) are provided to carry out the entry and exit guidance of the overhanging sea water, and is characterized.
[0021] 本発明 6の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 3又は 4 において、前記複数の平面壁 (4)の下端部には、前記開口部(8)方向に張り出し海 水の出入りを誘導するように案内部(11, 20)が設けられていることを特徴とする。 According to the movable object type wave energy conversion device of the sixth aspect of the present invention, the water containing chamber structure of the sixth aspect is the third or fourth aspect of the present invention. And a guide portion (11, 20) is provided at a lower end portion of the plurality of flat walls (4) so as to extend in the direction of the opening (8) and guide the inflow and outflow of seawater. Do.
[0022] 本発明 7の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 3又は 4 において、前記複数の平面壁 (4)の上端部は、前記可動物体(9)との衝突を緩衝す るために可撓性部材( 13)で構成されて 、ることを特徴とする。 [0022] In the suspension chamber structure of the movable object type wave energy conversion device of the seventh invention according to the third or fourth invention, the upper end portions of the plurality of plane walls (4) collide with the movable object (9) It is characterized in that it comprises a flexible member (13) to buffer the
[0023] 本発明 8の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 3又は 4 において、前記遊水室(5)は、前記複数の平面壁(5)を横切る方向に跨って複数の 側壁(7)が交差して配置され、マトリックス状に複数の前記遊水室(5)を構成するもの であることを特徴とする。 [0023] In the suspension chamber structure of the movable object type wave energy conversion device of the eighth aspect of the present invention, in the third aspect or the fourth aspect of the present invention, the suspension chamber (5) straddles the plurality of planar walls (5). A plurality of side walls (7) are disposed to intersect with each other to constitute a plurality of the water-retaining chambers (5) in a matrix.
[0024] 本発明 9の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 6にお いて、前記案内部(11)は、前記複数の平面壁 (4)の下端部が、前記開口部(8)に 向けて平面状に張り出して構成されて 、ることを特徴とする。 According to the sixth aspect of the movable object type wave energy conversion device of the ninth aspect of the present invention, in the sixth aspect, the lower end portion of the plurality of flat walls (4) of the guide portion (11) It is characterized in that it is configured to project in a planar manner toward the opening (8).
[0025] 本発明 10の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 6にお いて、前記案内部(20)は、前記複数の平面壁の下端部が前記開口部(8)に向けて 曲面形状で張り出して構成されて 、ることを特徴とする。 [0025] According to a sixth aspect of the present invention, in the suspension chamber structure of the movable object type wave energy conversion device of the tenth aspect, the lower end portion of the plurality of flat walls of the guiding portion (20) It is characterized in that it is configured to project in a curved shape toward the).
[0026] 本発明 11の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 2にお いて、前記複数の平面壁 (4)の全ては、前記下端が海底(10)に接するように構成さ れ、かつ前記小遊水室(6)間で海水の交換ができるように貫通孔(12)が形成されて いることを特徴とする。 [0026] In the water containing chamber structure of the movable object type wave energy conversion device of the eleventh invention, in the second invention, all of the plurality of plane walls (4) have their lower ends in contact with the seabed (10). And a through hole (12) is formed to allow exchange of seawater between the small water retaining chambers (6).
[0027] 本発明 12の可動物体型波力エネルギー変換装置の遊水室構造は、本発明 11〖こ おいて、前記貫通孔(12)の開口面積は、前記遊水室の奥行き方向に向力つて、段 階的に小さくなつていることを特徴とする。  [0027] In the suspension chamber structure of the movable object type wave energy conversion device of the twelfth aspect of the present invention, in the eleventh aspect of the present invention, the opening area of the through hole (12) is directed toward the depth direction of the suspension chamber. It is characterized by becoming smaller gradually.
発明の効果  Effect of the invention
[0028] 本発明の遊水室構造は、可動物体を浮かせた遊水室内の下部に複数の小遊水室 を配置した構造であるので、その遊水室内の海水は水平動を規制され、上下方向に 運動する。このことにより海水面上に浮上している可動物体であるフロートは鉛直方 向に安定して浮動することができる。即ち、可動物体およびその支持部に対して水平 方向の衝撃力等が作用しないので、可動物体やその支持部を損傷することなく安定 して浮動させることがでさる。 The structure of the water-retaining chamber according to the present invention has a structure in which a plurality of small water-retaining chambers are disposed in the lower part of the water-retaining chamber in which movable objects are floated. Do. This enables the float, which is a movable object floating above sea level, to float stably in the vertical direction. That is, since the impact force or the like in the horizontal direction does not act on the movable object and its supporting portion, the movable object and its supporting portion are not damaged. It is possible to make it float.
[0029] 結果的に波浪エネルギーを、可動物体の上下運動により安定的に確実に取り出す ことができ、機械的エネルギーに変換する高効率の一次変換装置が得られる。例え ば、 日本の冬は北風が強いので、波の波高が高ぐ遊水室内の水面の上下動が大き くなり、多くの電力を得ることができる。この電力はこの時期の暖房用電力の需要に充 てることができ極めて効果的である。  [0029] As a result, wave energy can be stably and reliably extracted by the up-and-down motion of the movable object, and a highly efficient primary conversion device that converts it into mechanical energy can be obtained. For example, because the north wind is strong in winter in Japan, the vertical movement of the water surface in the aquaculture room where the wave height is high can be large, and a large amount of power can be obtained. This power can be met for the heating power demand of this period and is extremely effective.
発明を実施するための最良の形態  BEST MODE FOR CARRYING OUT THE INVENTION
[0030] 以下、本発明の実施の形態を説明する。本発明の基本的構成は、海岸や港湾等 の防波堤や岸壁の港湾構造物の前方に配置された遊水室である。この遊水室は、 水域を仕切る構造体である枠体により形成されている。遊水室を構成する枠体のうち 、沖に面した波を受ける側の枠体の下部は開口となっており、水面波の運動により遊 水室内に水面の上下動がおこる。また、遊水室内の水面上には、可動物体であるフ ロートが浮遊状態で配置され、遊水室内の水面上下動によりこの可動物体の上下動 が誘起され、可動物体型の波力エネルギー変換を行なうようになって!/、る。  Hereinafter, embodiments of the present invention will be described. The basic configuration of the present invention is a water-reserved room disposed in front of a breakwater such as a beach or a port or a port structure of a wharf. This water suspension chamber is formed by a frame that is a structure that divides the water area. The lower part of the frame on the side receiving the waves facing the sea is an opening in the frame that constitutes the water suspension chamber, and the movement of the surface waves causes the water surface to move up and down in the water chamber. In addition, a floating object float is placed in a floating state on the water surface in the water suspension chamber, and the vertical movement of the movable object is induced by the vertical movement of the water surface in the suspension chamber to perform wave energy conversion of the movable object type. It's like!
[0031] 可動物体の上下運動の動力を円滑に抽出するため、遊水室の下部位置には、複 数の鉛直な平面壁等で区画される分割空間である小遊水室が配置されて 、る。この 小遊水室は、平面板である平面壁により複数の空間に区画されたものであり、断面 形状が矩形のマトリックス状のもの、又は断面形状がハ-カム構造等である。この小 遊水室の平面壁には、多数の貫通孔が開けられたものであっても良い。この貫通孔 は、互いに隣接する小遊水室の間で水位差による海水 (湖沼の場合は、水である。 以下、本発明では同義に用いる。)の交換を行い、遊水室内の水面を水平にする役 割を果たす。結果として、この貫通孔により、小遊水室内の水の大局的な運動を略鉛 直とするので、この小遊水室の上部の遊水室の水面をほぼ水平な状態で上下方向 に昇降させる。  [0031] In order to extract the power of the vertical movement of the movable object smoothly, a small suspension chamber, which is a divided space divided by a plurality of vertical flat walls, etc., is arranged at the lower position of the suspension chamber. . The small water retaining chamber is divided into a plurality of spaces by a plane wall which is a plane plate, and the cross-sectional shape is a rectangular matrix, or the cross-sectional shape is a hard cam structure or the like. A large number of through holes may be opened in the flat wall of the small water reservoir. The through holes are used to exchange seawater (water in the case of lakes; hereinafter, the same meaning is used in the present invention) due to water level differences between the small water chambers adjacent to each other, and the water surface in the water chambers is horizontal. Play the role of As a result, since the global motion of the water in the small water control chamber is made substantially direct by this through hole, the water surface of the upper water control chamber in the small water control chamber is moved up and down in a substantially horizontal state.
[0032] 防波堤等の岸壁の前方に配置され、遊水室を構成する枠体の構成要素である略 鉛直壁は、通常水面下の下半分を水が出入りする構造の開口部を持つが、この開口 部を出入りする水の流れは各小遊水室の各々に均等に配分される。尚、遊水室は、 通常防波堤や岸壁の港湾構造物の前方に設けるが、海岸力 離れた沖の超大型浮 遊体構造物 (メガフロート)の外周部に配置してもよい。以下、実施例において具体 的に詳細に説明する。 [0032] A substantially vertical wall, which is disposed in front of a quay such as a breakwater and is a component of a frame that constitutes a water suspension chamber, usually has an opening with a structure in which water enters and exits the lower half of the water surface. The flow of water into and out of the opening is equally distributed to each of the small water reservoirs. In addition, although the water reservoir is usually provided in front of the breakwaters and the port structure of the quay, the large-scale floating offshore of the coast force It may be arranged on the outer periphery of the free body structure (mega-float). Hereinafter, specific examples will be described in detail.
[0033] 又、遊水室構造においても、遊水室の奥行き、即ち、海側の鉛直壁と岸壁面との間 隔は、波浪の波長の 1Z6以下で略 5m程度が好ましい。この 5mは、遊水室に浮か ぶ可動物体の直径約 3m程度が取り扱いやすいという理由力もであり、理論的に決ま る数値ではない。この可動物体を 1列に配置して波力発電装置を行う場合、現場で の取り扱いが容易であるという理由力もである。なお、海底が水平で平面の場合、波 浪の波長は理論的には周期と水深により決まり、周期が長いほど、そして水深が深い ほど波長は長くなる。波浪は、通常水深の深い沖から浅い水域に入ってくるので、反 射波が強 、場合を除けばある場所で生じて 、る波浪の波長は、上記のように周期と 水深で決まる値より大きいのが一般的である。  Also in the water-retention chamber structure, the depth of the water-retention chamber, that is, the distance between the vertical wall on the sea side and the shore wall is preferably about 5 m or less at the wave wavelength of 1Z6 or less. This 5m is also the reason that the diameter of about 3m of the movable object floating in the water-retaining room is easy to handle, and it is not a theoretically determined value. In the case where the movable power source is arranged in one row to perform the wave power generation system, the reason is that it is easy to handle on site. If the seabed is horizontal and flat, the wavelength of waves is theoretically determined by the period and water depth, and the longer the period and the deeper the water, the longer the wavelength. Waves usually enter the shallow waters from deep ocean depths, so the reflected waves are strong and occur in some places except where the wavelength of the waves is determined by the period and the depth as described above. It is common to be large.
実施例 1  Example 1
[0034] 以下、本発明の可動物体型波力エネルギー変換装置の遊水室構造 (以下、「遊水 室構造」という。)の実施例を、図面に従って説明する。図 1は、本発明の遊水室構造 の実施例 1を示す断面図である。実施例 1の遊水室構造は、複数の平面壁 4の下端 位置を遊水室の奥行き方向に段階的に低下させたものである。図 2は、図 1の II II 線で切断したときの断面図である。岸壁 鉛直壁 3、側壁 7で囲まれた遊水室 5内の 上部に円筒形のフロートが浮遊状態で配置されている。実施例 1の遊水室構造は、 コンクリート等で構築された防波堤の岸壁丄の側壁面 2に隣接して固定配置されたも のである。この岸壁 1の海側の側壁面 2に、これと一定間隔を置いて、これに沿うよう に鉛直でかつ平行に配置され、し力も板状体の壁面である鉛直壁 3が配置されて ヽ る。  Hereinafter, an embodiment of a water retaining chamber structure (hereinafter referred to as “water retaining chamber structure”) of a movable object type wave energy converter of the present invention will be described according to the drawings. FIG. 1 is a cross-sectional view showing Example 1 of a water-retention chamber structure of the present invention. In the water retaining chamber structure of the first embodiment, the lower end positions of the plurality of flat walls 4 are gradually lowered in the depth direction of the water releasing chamber. FIG. 2 is a cross-sectional view taken along the line II II of FIG. A cylindrical float is arranged in a floating state at the upper part in the water reservoir 5 surrounded by the quaywall vertical wall 3 and the side wall 7. The water retaining chamber structure of the first embodiment is fixedly disposed adjacent to the side wall surface 2 of the wharf of the breakwater constructed of concrete or the like. A vertical wall 3, which is a wall surface of a plate-like body, is disposed on the sea side side wall surface 2 of the quay 1 at a constant distance from the side wall 2 and along and along the same. Ru.
[0035] 岸壁 1と鉛直壁 3との間の下方の空間には、これらと平行に配置された鉛直の壁面 で板状の部材で作られた複数の平面壁 4が一定間隔に固定配置され、遊水室 5の下 方の空間を仕切り区画している。平面壁 4の下端は、岸壁 1に近いものは、海底 10ま で延びており、鉛直壁 3に近いものは、鉛直壁 3の下端と同じ位置である。従って、図 1に示したように、平面壁 4の下端は岸壁 1に近づくにつれて段階的に海底 10側に 延長されている。 [0036] 更に、鉛直壁 3の側壁面 3aと岸壁面 2との間の空間は、これらと直交して配置され た鉛直の板状の壁面である複数の側壁 7が配置され (図 2参照)、平面壁 4と共に空 間を区画している。この側壁 7は、平面壁 4の下端力も水面より上方まで延びている。 側壁 7の両端は、鉛直壁 3の側壁面 3aと岸壁面 2にそれぞれ連結固定されている。 結局、平面壁 4と側壁 7は、岸壁 1と鉛直壁 2との間の空間を区画し、上部に遊水室 5 、及び下部にマトリックス状に複数の小遊水室 6を区画していることになる。 [0035] In the lower space between the quay 1 and the vertical wall 3, a plurality of flat walls 4 made of plate-like members are fixedly arranged at regular intervals by vertical walls arranged parallel to these. , And partitions the lower space of the water reservoir 5. The lower end of the flat wall 4 extends to the seabed 10 near the quay 1 and the same position as the lower end of the vertical wall 3 near the vertical wall 3. Therefore, as shown in FIG. 1, the lower end of the flat wall 4 gradually extends toward the seabed 10 as it approaches the quay 1. Furthermore, in the space between the side wall surface 3 a of the vertical wall 3 and the quay wall 2, a plurality of side walls 7 which are vertical plate-like wall surfaces arranged orthogonal to these are arranged (see FIG. 2) ), The flat wall 4 and the space. The side wall 7 also extends the lower end force of the plane wall 4 above the water surface. Both ends of the side wall 7 are connected and fixed to the side wall surface 3 a of the vertical wall 3 and the quay wall 2 respectively. After all, the plane wall 4 and the side wall 7 divide the space between the quay 1 and the vertical wall 2 and define the water damping chamber 5 at the top and the small water suspension chambers 6 at the bottom in a matrix. Become.
[0037] 平面壁 4及び側壁 7は、水面下にぉ 、て断面が矩形で鉛直方向に複数の小遊水 室 6の空間に分割していることになる。個々の小遊水室 6は、鉛直壁 3から岸壁 1に至 るまで、その容積を段階的に変化させたものである。一方、各平面壁 4の上端高さは 、水面下で同一高さに揃えられている。なお、側壁 7は、海底 10まで延長させたもの であっても良い。側壁 7を海底 10まで延長させたものは、斜め入射波の際における 遊水室内の水の運動の岸壁 1に沿う方向の成分を遮断することができる。  The plane wall 4 and the side wall 7 are divided into spaces of a plurality of small water sipping chambers 6 in the vertical direction with a rectangular cross section vertically below the water surface. Each small suspension room 6 has its volume gradually changed from the vertical wall 3 to the quay 1. On the other hand, the upper end heights of the flat walls 4 are aligned at the same height below the water surface. The side wall 7 may be extended to the seabed 10. The extension of the side wall 7 to the seabed 10 can block the component in the direction along the quay 1 of the movement of the water in the water suspension chamber at the time of the oblique incident wave.
[0038] 鉛直壁 3の側面と岸壁面 2で区画され上部空間は、空間部である遊水室 5に区画さ れている。この遊水室 5内には、可動物体である円筒形の複数のフロートである可動 物体 9が浮遊状態でそれぞれ配置されている。遊水室 5は、この可動物体 9の上下運 動が可能な空間領域を形成する。鉛直壁 3の下部と海底 10との間は、開口部 8が形 成されている。開口部 8は、海洋側力もの波浪エネルギーを取り込むための取入口で ある。このために各小遊水室 6は、海側に下端が開口していることになる。各小遊水 室 6の下端の開口面は、一定角度で開口部 8に面していることになる。  An upper space partitioned by the side surface of the vertical wall 3 and the quay wall 2 is partitioned into a water suspension chamber 5 which is a space portion. In the water suspension chamber 5, movable objects 9 which are a plurality of cylindrical floats which are movable objects are respectively arranged in a floating state. The water suspension chamber 5 forms a space area in which the movable object 9 can move up and down. An opening 8 is formed between the bottom of the vertical wall 3 and the seabed 10. The opening 8 is an inlet for taking in ocean-side wave energy. For this purpose, the lower end of each small water retaining chamber 6 is open to the sea side. The opening surface of the lower end of each small water chamber 6 faces the opening 8 at a constant angle.
[0039] なお、各平面壁 4には複数の貫通孔(図示せず)を設けておいてもよぐこの場合に は、各小遊水室 6間で海水の交換が行われ、上部空間における水の水平動が抑えら れる。また、貫通孔の形状はどのようなものでもよい。各平面壁 4を構成する材質は問 わないが、一般的には FRP等の非金属性の材料が耐腐食性、メイテナンス性等の観 点から好ましい。以上の構成において、海力 入射波が防波堤の開口部 8に向かつ て浸入してくると、これが各小遊水室 6の下部に侵入して海水が上下方向に振動する  It should be noted that in the case where a plurality of through holes (not shown) are provided in each plane wall 4, in this case, exchange of seawater is performed between the small water retaining chambers 6, and Horizontal movement of water is suppressed. Also, the shape of the through hole may be any shape. There is no limitation on the material of each flat wall 4, but generally, non-metallic materials such as FRP are preferable from the viewpoints of corrosion resistance, maintenance performance, and the like. In the above configuration, when an incident ocean wave enters the opening 8 of the breakwater, it enters the lower part of each small water-sustaining chamber 6 and the seawater vibrates in the vertical direction.
[0040] これと連通している遊水室 5の海水面が上下動し、この海水面に浮いて配置されて V、る可動物体 9が上下移動する。可動物体 9の上下運動エネルギーを電気工ネルギ 一に変換する機構は、周知技術であり、かつ実施例 5で説明するのでその説明は省 略する。 The sea level of the water reservoir 5 communicating with this moves up and down, and the movable object 9 which is disposed floating on the sea level moves up and down. Electric energy of vertical movement energy of movable object 9 The mechanism for converting into one is a well-known technology, and since it is described in the fifth embodiment, the description thereof is omitted.
実施例 2  Example 2
[0041] 図 3は、本発明の遊水室構造の実施例 2を示す断面図である。この実施例 2の遊水 室構造は、平面壁 4の下端位置に水平方向に案内部材 11を設けたものである。実 施例 2の遊水室構造は、基本的な構造については図 1に示す実施例 1の遊水室構 造と同様である。実施例 2の遊水室構造は、図 3に示すような平面壁 4をなす平面板 、若しくは小遊水室 6の下端に、海側に向けて水平方向に向いた案内部材 11を、こ れと一体に設けたものである。  [0041] FIG. 3 is a cross-sectional view showing a second embodiment of the water reproduction chamber structure of the present invention. In the structure of the water reproduction chamber of the second embodiment, a guide member 11 is provided in the horizontal direction at the lower end position of the flat wall 4. The structure of the water retaining chamber of the second embodiment is the same as that of the water retaining chamber of the first embodiment shown in FIG. 1 in terms of the basic structure. In the water retaining chamber structure of the second embodiment, a flat plate having a flat wall 4 as shown in FIG. 3 or a guide member 11 directed horizontally toward the sea side at the lower end of the small water retaining chamber 6 It is provided integrally.
[0042] ただし、案内部材 11は、その傾斜角が 60度程度以下であれば、水平でなく沖側に 下がるものであっても良 、。このような水平な 、しは下向きに傾斜する案内部材 11に よって、波浪の鉛直方向の運動エネルギーのみを円滑に小遊水室 6の下部に誘導 することができる。この場合にも、実施例 1の遊水室構造と同様に、平面壁 4を構成す る各平面板には複数の貫通孔(図示せず)を設けてぉ 、てもよ 、。  However, as long as the angle of inclination of the guide member 11 is about 60 degrees or less, it may be lowered to the offshore side instead of the horizontal. With such a horizontal or downward inclined guide member 11, only kinetic energy in the vertical direction of waves can be smoothly guided to the lower part of the small water suspension chamber 6. Also in this case, as in the case of the water retaining chamber structure of the first embodiment, each of the flat plates constituting the flat wall 4 may be provided with a plurality of through holes (not shown).
実施例 3  Example 3
[0043] 図 4は、本発明の遊水室構造の実施例 3を示す断面図である。実施例 3の遊水室 構造は、平面壁 4の開口部 12の大きさを、海側の前面の平面壁 4から岸壁面 2方向 に近づくに従って、大径力 小径へと変化させたものである。図 4に示す実施例 3の 遊水室構造は、実施例 1の遊水室構造と同様に、複数の平面壁 4を岸壁 1と鉛直壁 3 に平行に配置されている。ただし、この平面壁 4は、開口 8の位置に配置され、し力も 海底 10まで延長された長さを有する点で実施例 1のものとは異なる。平面壁 4の上端 は水平に揃えられ、下端は海底 10まで達している。  [0043] FIG. 4 is a cross-sectional view showing a third embodiment of the water retaining chamber structure of the present invention. In the water retaining chamber structure of the third embodiment, the size of the opening 12 of the flat wall 4 is changed to a large diameter force and a small diameter as the flat wall 4 on the front side of the sea approaches the quay wall 2 direction. . Similar to the water retaining chamber structure of the first embodiment, in the water retaining chamber structure of the third embodiment shown in FIG. 4, a plurality of flat walls 4 are arranged in parallel to the quay wall 1 and the vertical wall 3. However, this plane wall 4 is disposed at the position of the opening 8 and differs from that of Example 1 in that the force also has a length extended to the seabed 10. The upper end of the plane wall 4 is aligned horizontally, and the lower end reaches the seabed 10.
[0044] 各平面壁 4には、円形の貫通孔である開口部 12が形成されている。各平面壁 4は、 貫通孔である開口部 12が複数個形成されている。この開口部 3の開口面積は、海側 の鉛直壁 2側力も岸壁 1側に遠ざかるに従って減少している。即ち、平面壁 4の全面 積に対する全ての開口部 12の面積の比率(開口率)(aZA、ただし、 aは開口部 12 の面積、 Aは平面壁 4の全面積)は、鉛直壁 3から岸壁 2側方向に行くに従ってほぼ 直線的に減少している。 [0045] 即ち、開口率を、海側の鉛直壁 1側の平面壁 4から岸壁 1方向へと後方に遠ざかる に従って、大力も小へと変化させるものである。このようにすることで、開口 8を出入り する水の流れをほぼ均等に個々の小遊水室 6内の流れに配分する。そして遊水室 内 5の水の上下運動を安定化し、エネルギー変換をより確実にすることができる。又、 この開口部 12を有した平面壁 4を設けたことにより、小遊室 6への海水の出入りの際 の勢いを抑制するのにも有効である。 Each planar wall 4 is formed with an opening 12 which is a circular through hole. Each plane wall 4 is provided with a plurality of openings 12 which are through holes. The opening area of the opening 3 is reduced as the vertical wall 2 side force on the sea side is moved further to the quay 1 side. That is, the ratio of the area of all the openings 12 to the whole area of the plane wall 4 (aperture ratio) (aZA, where a is the area of the opening 12 and A is the total area of the plane wall 4) It decreases almost linearly as it goes to the wharf 2 side. That is, as the aperture ratio is moved backward in the direction of the quay 1 from the plane wall 4 on the sea-side vertical wall 1 side, the large force is also changed to be smaller. By doing this, the flow of water entering and leaving the opening 8 is substantially equally distributed to the flow in the individual small water retaining chambers 6. And it can stabilize the vertical movement of water in the water reservoir 5 and make energy conversion more reliable. Further, by providing the flat wall 4 having the opening 12, it is effective to suppress the momentum of the seawater when entering and leaving the small play room 6.
実施例 4  Example 4
[0046] 図 5は、本発明の遊水室構造の実施例 4を示す断面図である。実施例 4の遊水室 構造は、平面壁 4の全体、又は上半部を、可撓性部材 13で構成した実施例 4を示す 断面図である。即ち、図 4に示す実施例 4の遊水室構造は、実施例 1の遊水室構造と 基本的な構造では変わることはない。実施例 4の遊水室構造は、平面壁 4の上半部 を可撓性部材 13で構成し、下半部を剛体部 14としたものである。可撓性部材 13は、 合成ゴム、合成樹脂エラストマ一等の軟質部材で構成する。図 5の拡大図 Aに示すよ うに、可撓性部材 13と剛体部 14の連結は、両側面力も板材である連結板 15を当て 、リベット 16で固定したものである。  [0046] FIG. 5 is a cross-sectional view showing Example 4 of the water retaining chamber structure of the present invention. The structure of the water retention chamber of Example 4 is a cross-sectional view showing Example 4 in which the entire flat wall 4 or the upper half thereof is constituted by a flexible member 13. That is, the structure of the water reproduction chamber of the fourth embodiment shown in FIG. 4 is the same as the structure of the water reproduction chamber of the first embodiment in the basic structure. In the structure of the water retaining chamber of the fourth embodiment, the upper half of the flat wall 4 is formed of a flexible member 13 and the lower half is a rigid portion 14. The flexible member 13 is made of a soft member such as synthetic rubber or synthetic resin elastomer. As shown in the enlarged view A of FIG. 5, the connection between the flexible member 13 and the rigid portion 14 is performed by applying a connecting plate 15 which is also a plate material on both sides and fixing the same with a rivet 16.
[0047] なお、平面壁 4の全体を可撓性部材 13で構成しても良 、。図示して ヽな 、が、実 施例 2及び実施例 3の遊水室構造にぉ 、ても同様の技術思想で構成することができ る。この実施例 4の遊水室構造の場合、遊水室 5内の可動物体 5の上下運動に対し て、可動物体 9と平面壁 4とが接触しても、平面壁 4、可動物体 9等を損傷することは ない。  Note that the entire flat wall 4 may be configured by the flexible member 13. The same concept can be applied to the water retaining chamber structure of the second embodiment and the third embodiment although they are illustrated. In the case of the water retaining chamber structure of the fourth embodiment, even if the movable object 9 contacts the flat wall 4 against the vertical movement of the movable object 5 in the water retaining chamber 5, the flat wall 4, the movable object 9, etc. are damaged. There is nothing to do.
[0048] 又、上記いずれの実施例の遊水室構造においても、遊水室 5の奥行き、即ち、海 側の鉛直壁 3と岸壁面 2との間隔は、前述したように波浪の波長の 1Z6以下で略 5m 程度が好ましい。また、可動物体 9と、鉛直壁 3の側壁面 3a、及び可動物体 9と岸壁 1 の側壁面 2とのクリアランスは、それぞれ lm程度とるようにすれば、可動物体 9の上下 動に際して、可動物体 9と岸壁面 2、又は鉛直壁 3の側壁面 3aとの衝突を回避するこ とができる。又、可動物体 9の周囲を緩衝材で覆うことにより、岸壁 1の岸壁面 2、又は 鉛直壁 3の側壁面 3aとの接触'衝突に対処することができる。  Further, in any of the above-mentioned embodiments, the depth of the water control chamber 5, that is, the distance between the vertical wall 3 on the sea side and the quay wall 2 is 1Z6 or less of the wavelength of waves as described above. And approximately 5m is preferable. If the clearances between the movable object 9 and the side wall surface 3a of the vertical wall 3 and between the movable object 9 and the side wall surface 2 of the quay 1 are respectively about lm, the movable object 9 moves up and down. It is possible to avoid the collision between 9 and the quay wall 2 or the side wall 3 a of the vertical wall 3. Further, by covering the periphery of the movable object 9 with a shock absorbing material, it is possible to cope with a collision with the quay wall 2 of the quay 1 or the side wall 3 a of the vertical wall 3.
実施例 5 [0049] 図 6は、本発明の遊水室構造の実施例 5を示す断面図である。実施例 5の遊水室 構造は、平面壁 4の下部を曲面状の案内部 20としたものである。図 7は、図 6の VII— VII線で切断した断面図である。図 6に示すように、岸壁 1に対し海側に鉛直壁 3を配 置して遊水室 5を構成する点は、前述の実施例 1等の遊水室構造と同様である。この 岸壁 1を鉛直壁 3に跨って、複数の平面壁 4が等間隔に鉛直方向と平行に並列して 設けられている。ただし、実施例 5の遊水室構造において平面壁 4を等間隔に設けて いるが、必ずしも等間隔にする必要はない。 Example 5 [0049] FIG. 6 is a cross-sectional view showing Example 5 of the water retaining chamber structure of the present invention. In the structure of the water retaining chamber of the fifth embodiment, the lower portion of the flat wall 4 is a curved guide portion 20. 7 is a cross-sectional view taken along the line VII-VII in FIG. As shown in FIG. 6, the point where the vertical wall 3 is disposed on the sea side with respect to the quay 1 to form the water suspension chamber 5 is the same as the water suspension chamber structure of the first embodiment etc. described above. A plurality of plane walls 4 are provided at equal intervals in parallel with the vertical direction so as to straddle the quay 1 with the vertical wall 3. However, although the plane walls 4 are provided at equal intervals in the water retaining chamber structure of the fifth embodiment, the equal intervals are not necessarily required.
[0050] 鉛直壁 3の下部は開口部 8となっていて、海水が小遊水室 24へ自在に出入りでき るようになっている。小遊水室 24の上端 21は、水平方向に高さが一致している。下 端部 22は、鉛直壁 3側から岸壁 1側に向かって平面壁 4の下端の長さは、相対的に 異なっている。この下端部 22は、鉛直壁 3から岸壁 1に向力つて段階的に海底 10側 に長く延びており、岸壁面 2側の平面壁 4の下端は、海底 10側に接した状態となって いる。  The lower part of the vertical wall 3 is an opening 8 so that seawater can freely enter and exit the small water-sustaining chamber 24. The upper end 21 of the small water suspension chamber 24 has the same height in the horizontal direction. In the lower end portion 22, the length of the lower end of the plane wall 4 is relatively different from the vertical wall 3 side toward the quay 1 side. The lower end 22 extends from the vertical wall 3 toward the quay 1 in a stepwise manner and gradually extends to the seabed 10 side, and the lower end of the plane wall 4 on the quay wall 2 side is in contact with the seabed 10 side. There is.
[0051] この複数の平面壁 4の下端 22は、全て先端が曲面状、又は断面形状が円の 1Z4 の円弧状に海側に張り出しており、これが案内部 20を構成している。この複数枚の 平面壁 4間は、図 7に示すように平面壁 4を横切る方向に複数の側壁 23を交差させ て接合されている。平面壁 4とこの側壁 23との間で複数の小遊水室 24を構成してい る。側壁 23は図 7に示すように平面壁 4に対し所定角度で斜めに交差させ結合させ ている。  The lower ends 22 of the plurality of flat walls 4 all project toward the sea side in a circular arc shape of 1Z4 whose tip is a curved surface or a sectional shape is a circle, and this constitutes a guide portion 20. As shown in FIG. 7, the plurality of side walls 23 are joined in a direction crossing the plane wall 4 so as to intersect between the plurality of plane walls 4. A plurality of small water reservoirs 24 are formed between the plane wall 4 and the side wall 23. The side wall 23 is diagonally intersected and coupled with the plane wall 4 at a predetermined angle as shown in FIG.
[0052] 従って、小遊水室 24の形状は、三角形あるいは台形の形状を有することになる。図 2に示した実施例 1の遊水室構造は、側壁 7を平面壁 4に対し所直角方向に交差さ せて接合させているので、小遊水室 24は矩形体、又は長方体状の形状となっている 。いずれも平面壁 4と側壁 7とで小遊水室 6はハ-カム的な構造を構成している。海 水は開口部 8から出入りする際、平面壁 4の下部に設けられた案内部 20の曲面形状 によりその流れが規制される。  Therefore, the shape of the small water retaining chamber 24 has a triangular or trapezoidal shape. In the water retaining chamber structure of the first embodiment shown in FIG. 2, since the side wall 7 is joined to the plane wall 4 in a direction perpendicular to the surface wall 4, the small water retaining chamber 24 is rectangular or rectangular. It is shaped. In both cases, the small water-sustaining chamber 6 has a structure like a hamming structure with the plane wall 4 and the side wall 7. When seawater enters and exits from the opening 8, its flow is restricted by the curved surface shape of the guide 20 provided at the lower part of the plane wall 4.
[0053] この案内部 20の形状に沿って水平方向に海水が流れ込むと、海水は矢印で示す ように平面壁 4に沿って上昇し各小遊水室 24に流れ、これに伴ない遊水室 5の海水 面は上昇する。又逆に流れが引く場合には、平面壁 4に沿って海水面は下降し、案 内部 20の曲線形状に沿って海水は海側へ戻ることになる。 When seawater flows horizontally along the shape of the guide portion 20, the seawater ascends along the plane wall 4 as shown by the arrows and flows to each small water reservoir 24 and accompanying with this, the water reservoir 5 Sea level rises. When the flow is reversed, the sea level falls along the flat wall 4 and Seawater will return to the sea side along the inner 20 curve shape.
[0054] 小遊水室 24は、平面壁 4と側壁 23が案内通路の機能を有しているので、海水は上 下方向のみに規制され流れる。案内部 20を曲線状にしたことで、海水はスムースに 水平から上下方向にその流れを変えることになる。この構成により、海水は遊水室 5 内において、安定し、確実に上下運動を維持することとなる。図 6に示すように、海水 面上に可動物体 9が浮動状態で設置されている。この可動物体 9は、水面の上下移 動に追随して上下運動する。可動物体 9は、常時水面上を浮動しているものであって 、例えば内部が密封された空間を有する円筒体である。  [0054] In the small suspension chamber 24, since the flat wall 4 and the side wall 23 have the function of a guiding passage, seawater is restricted and flows only in the upward and downward directions. By curving the guide part 20, seawater will change the flow from horizontal to vertical smoothly. With this configuration, the seawater will be stabilized and reliably maintain the up and down movement in the water reclamation chamber 5. As shown in Fig. 6, the movable object 9 is placed floating on the sea surface. The movable object 9 moves up and down following the vertical movement of the water surface. The movable object 9 is always floating on the water surface, and is, for example, a cylindrical body having a space sealed inside.
[0055] この形状は浮体であればどのような形状であってもよい。例えば、球状であってもよ く鉄板以外の材質のものでもよい。この可動物体 9の上部には、ワイヤ、チェーン等の 索条体 25の一端が連結されている。この索条体 25は駆動輪に巻かれており、他端 は錘 26、即ち索条体 25に張力を与えるためのカウンタウェイトに連結されている。こ の可動物体 9は、上下運動することにより上部に設置されたエネルギー変換装置の 一部である回転軸 27を駆動し、波浪の上下運動エネルギーは、一方向クラッチ等の 機構を有する機械装置 28により回転力に変換され、更にこの回転力により発電機 29 を回転駆動して電気的エネルギーに変換される。  This shape may be any shape as long as it is a floating body. For example, it may be spherical or may be of a material other than an iron plate. One end of a rope 25 such as a wire or a chain is connected to an upper portion of the movable object 9. This cord 25 is wound on the drive wheel and the other end is connected to a weight 26, ie a counterweight for tensioning the cord 25. The movable object 9 drives the rotary shaft 27 which is a part of the energy conversion device installed at the upper part by moving up and down, and the vertical kinetic energy of waves is a mechanical device having a mechanism such as a one-way clutch. Is converted into rotational force, and the rotational force drives the generator 29 to be converted into electrical energy.
[0056] これらの装置に関する詳細な説明は本発明の要旨でないので省略するが、可動物 体 9が上方向に移動しても下方向に移動しても回転軸 27は同一回転方向に駆動さ れ、電気的エネルギーに変換される。可動物体 9は、本実施の形態により上下方向 のみに浮動するようにしてはいる力 安全のため何らかの形で水平方向の運動も生じ ることを考慮し、図示していないが可動物体及び岸壁、鉛直壁等に緩衝部材を設け 保護対策を講じている。  Although a detailed description of these devices is omitted because it is not the gist of the present invention, the rotating shaft 27 is driven in the same rotation direction even if the movable object 9 moves upward or downward. And converted to electrical energy. Although the movable object 9 is designed to float only in the vertical direction according to the present embodiment, the movable object and the quay, which are not shown, are considered in view of the fact that some horizontal movement is also generated for safety. A shock absorbing member is provided on the vertical wall etc. Protection measures are taken.
実施例 6  Example 6
[0057] 図 8は、本発明の遊水室構造の実施例 6を示す断面図である。実施例 6の遊水室 構造は、平面壁 4の下部を曲面状の案内部としたことは実施例 5のものと同様である 力 平面壁 4の上下方向長さを全て同一にしたものである。小遊水室 24内の複数の 平面壁 4の上下方向の長さは全て同一である。平面壁 4の下端 22の位置は、実施例 5と同様に鉛直壁 2から岸壁 1側に向力つて、段階的に海底 10側に延びている。この ため、平面壁 4の上端 21は、このずらしに応じて鉛直壁 3側力も岸壁 1側にかけて段 階的に下方にずれている。鉛直壁 3に近接する平面壁 4の上端 21は常に水面下に なるように設置される。 [0057] FIG. 8 is a cross-sectional view showing Example 6 of the water retaining chamber structure of the present invention. The structure of the water retaining chamber of the sixth embodiment is the same as that of the fifth embodiment in that the lower portion of the flat wall 4 is a curved guide portion. The length in the vertical direction of the flat wall 4 is the same. . The lengths in the vertical direction of the plurality of flat walls 4 in the small water retaining chamber 24 are all the same. The position of the lower end 22 of the plane wall 4 extends from the vertical wall 2 toward the wharf 1 side in the same manner as in the fifth embodiment and gradually extends toward the seabed 10 side. this Therefore, the upper end 21 of the plane wall 4 is shifted downward in a stepwise manner toward the quay 1 side in response to the shift. The upper end 21 of the flat wall 4 adjacent to the vertical wall 3 is always placed below the water surface.
[0058] この実施例 6の水の流れも前述したものと同様に、海水が水平方向に開口部 8に流 れ込むと、平面壁 4の案内部 20の曲面形状に沿って小遊水室 24へ取り込まれて遊 水室 5の上方へ流れ、遊水室 5の水面は上昇する。水は小遊水室 24から上方へ出る と、他の小遊水室 24からの水と混じり合うことになり、その範囲は実施例 5に比し大き くなるが、水平方向への分力は生じず水面は上昇する。  In the same way as the flow of water in the sixth embodiment described above, when seawater flows horizontally into the opening 8, the small water retaining chamber 24 is formed along the curved surface shape of the guiding portion 20 of the flat wall 4. It flows into the upper part of the water play room 5, and the water surface of the water play room 5 rises. When the water comes out of the small water chamber 24 upward, it mixes with the water from the other small water chambers 24, and the range is larger than that of the fifth embodiment, but a horizontal component force occurs. The water surface rises.
[0059] 複数の平面壁 4の長さを全て同一にしたことは、この遊水室 5を構成する上で、コス ト低減できる利点がある。前述の実施例も同様であるが、実際に設置される装置は複 数の遊水室 5を隣接させ、防波堤等に設けられる構造体となる。従って、個々の部材 の使用量は数多いものとなるので、構成を単純ィ匕したり部品点数を減らしたりすること はコスト低減になる。側壁 7の構成については、図示していないが実施例 5と同様な 構成である。  Having the lengths of the plurality of flat walls 4 identical to one another has the advantage of being able to reduce the cost when configuring the water-retaining chamber 5. The same applies to the above-described embodiment, but the apparatus actually installed is a structure provided on a breakwater or the like, with a plurality of water retaining chambers 5 adjacent to each other. Therefore, since the amount of use of each member is large, it is cost reduction to simplify the configuration and reduce the number of parts. The configuration of the side wall 7 is the same as that of the fifth embodiment although not shown.
[0060] 前述のように、平面壁 4の上端 21は常に水面の下になるような位置に設置されて 、 て、干潮で水面が低くなる場合であっても水面下になるようにしている。 以上種々の 実施例を説明したが、いずれの実施例においても、遊水室 5を構成する枠体の一部 として、防波堤の岸壁 1を直接利用することで説明した。しかし、岸壁 1とは別個の独 立した枠体として、遊水室 5を構成してもよいことは明らかである。この場合、枠体を 防波堤の一部とする形態、あるいは独立した枠体を防波堤、沖合等に設置する形態 となる。この遊水室構造は独立して移動可能に構成すれば、他の場所に設置するこ とも可能である。従って、平面壁 4の下端と海底 10の間は、空間が形成され海水が自 由に通る通水構造となる。  As described above, the upper end 21 of the plane wall 4 is always positioned below the water surface so that it will be below the water surface even when the water level is low at low tide. . Although various embodiments have been described above, in any of the embodiments, the quay 1 of the breakwater is directly used as a part of the frame constituting the water retaining chamber 5. However, it is obvious that the water suspension chamber 5 may be configured as an independent frame separate from the wharf 1. In this case, the frame is part of the breakwater, or an independent frame is installed on the breakwater, offshore, etc. This structure can be installed at other locations if it is configured to be movable independently. Therefore, a space is formed between the lower end of the plane wall 4 and the seabed 10, and there is a water flow structure through which seawater passes freely.
[0061] また、海からの波の波高は年間平均すれば 50cmから lm程度以上と考えられるが 、遊水室 5の下端、即ち平面壁 4の上端の高さは、(大潮時の干潮面一設計波来襲 時の遊水室内の水面動揺の振幅一可動物体喫水深)程度とすればよ!、。前述の!/ヽ ずれの実施例においても、本発明の遊水室構造での海水の上下動に基づく可動物 体の上下運動を前述のように回転駆動に置き換え一方向クラッチ機構等の周知の適 切な機構により機械的エネルギーに変換し、即、電気などの利用しやすいエネルギ 一に変換することができる。 The wave height of waves from the sea is considered to be about 50 cm to 1 m or more on an annual average, but the height of the lower end of the water reservoir 5, ie, the upper end of the plane wall 4 is Design wave arrival If the amplitude of the water surface fluctuation in the water-suspension room at the time of the design wave arrival and the movable object draft depth) and so on. Also in the above-mentioned embodiment, the vertical motion of the movable object based on the vertical motion of the seawater in the water retaining chamber structure of the present invention is replaced by the rotational drive as described above, and the well-known It can be converted into mechanical energy by a simple mechanism, and can be immediately converted into usable energy such as electricity.
[0062] 上述の実施例においては、防波堤の前方に設けた遊水室について説明した力 防 波堤に限らず、超大型浮体式構造物 (メガフロート)の外周部に設けた遊水室につい ても、同様に本発明を実施することができる。台船状の大型浮遊体構造物を採用し た場合には、台風等の際には、曳航することで可動物体型波力エネルギー変換装置 を避難することもできる。また、所望の波浪の発生域に移動して効率的にエネルギー を獲得することができる。以上種々の実施例について説明したが、本発明はこれら実 施例に限定されな 、ことは 、うまでもな!/、。  In the above-described embodiment, not only the breakwaters described for the water reservoirs provided in front of the breakwaters, but also the water reservoirs provided on the outer peripheral part of the super-large floating structure (Megafloat) The invention can likewise be implemented. When a large floating floating structure is adopted, it is possible to evacuate the movable wave energy conversion device by towing in the case of a typhoon or the like. In addition, energy can be efficiently acquired by moving to a desired wave generation area. Although various embodiments have been described above, the present invention is not limited to these embodiments.
産業上の利用の可能性  Industrial Applicability
[0063] 以上のように、本発明の遊水室構造は、外洋、湖沼、港湾等において、波浪エネル ギーを効率的に機械的エネルギーに変換することができるため、波力発電装置に代 表されるエネルギー変換装置のうちの一次変換装置として有効である。更に、港湾 内の防波堤や岸壁の前面や前方水域に配置すれば、高波のエネルギーを吸収する ために、消波装置としても好適である。 As described above, the water reservoir structure of the present invention can efficiently convert wave energy into mechanical energy in the open sea, lakes, ports, etc., and is thus represented by a wave power generator. It is effective as a primary conversion device among the energy conversion devices. Furthermore, if it is placed in front of the breakwater or quay in the harbor or in the forward water area, it is also suitable as a wave eliminator to absorb high-wave energy.
図面の簡単な説明  Brief description of the drawings
[0064] [図 1]図 1は、本発明の遊水室構造の実施例 1を示す断面図である。 [FIG. 1] FIG. 1 is a cross-sectional view showing Example 1 of a water retention chamber structure of the present invention.
[図 2]図 2は、図 1の II— II線で切断した断面図である。  [FIG. 2] FIG. 2 is a cross-sectional view taken along line II-II in FIG.
[図 3]図 3は、本発明の遊水室構造の実施例 2を示す断面図である。  [FIG. 3] FIG. 3 is a cross-sectional view showing Example 2 of the water retaining chamber structure of the present invention.
[図 4]図 4は、本発明の遊水室構造の実施例 3を示す断面図である。  [FIG. 4] FIG. 4 is a cross-sectional view showing Example 3 of the water retaining chamber structure of the present invention.
[図 5]図 5は、本発明の遊水室構造の実施例 4を示す断面図である。  [FIG. 5] FIG. 5 is a cross-sectional view showing Example 4 of the water retaining chamber structure of the present invention.
[図 6]図 6は、本発明の遊水室構造の実施例 5を示す断面図である。  [FIG. 6] FIG. 6 is a cross-sectional view showing Example 5 of the water retaining chamber structure of the present invention.
[図 7]図 7は、図 6の VII— VII線で切断したときの断面図である。  [FIG. 7] FIG. 7 is a cross-sectional view taken along line VII-VII in FIG.
[図 8]図 8は、本発明の遊水室構造の実施例 6を示す断面図である。  [FIG. 8] FIG. 8 is a cross-sectional view showing Example 6 of the water retaining chamber structure of the present invention.
符号の説明  Explanation of sign
[0065] 5…遊水室 5 ... water suspension room
1…岸壁  1 ... Quay
2…岸壁面 · ··鉛直壁 2 ... wharf · · Vertical wall
…平面壁 ... Plane wall
…遊水室 ... water suspension room
…小遊水室 …側壁 ... Small water chamber ... Side wall
…開口部 …Aperture
…可動物体 (フロート)3…可撓性部材 ... movable object (float) 3 ... flexible member

Claims

請求の範囲 The scope of the claims
[1] 遊水室(5)内の水面に浮かべた可動物体であるフロート(9)の上下運動により波ェ ネルギーを機械的エネルギーに変換する可動物体型波力エネルギー変換装置のた めの遊水室構造であって、  [1] A water reservoir for a movable object type wave energy conversion device that converts wave energy into mechanical energy by vertical movement of a float (9) which is a movable object floated on the water surface in the water reservoir (5) The structure,
水面を区画して構成した空間である前記遊水室(5)を構成するために水面の一部 を仕切るための枠体(1, 3, 7)と、  A frame (1, 3, 7) for partitioning a part of the water surface to form the water holding chamber (5), which is a space formed by dividing the water surface;
前記枠体(1, 3, 7)のうち波を受ける側の前記枠体 (3)の水面下に形成された開 口部(8)と、  An opening (8) formed under the water surface of the frame (3) on the side of receiving the wave among the frames (1, 3, 7);
前記遊水室(5)の下部の水面下に配置され、上部が前記遊水室(5)に連通して開 口し、下部が前記開口部(8)に面して開口しており、鉛直方向に広がる区画空間で ある複数の小遊水室(6, 24)と  The lower part of the water retaining chamber (5) is disposed below the surface of the water, the upper part communicates with the water releasing chamber (5) and is opened, and the lower part is opened facing the opening (8). And a number of small water chambers (6, 24)
からなる可動物体型波力エネルギー変換装置の遊水室構造。  Water reservoir structure of a movable object type wave energy conversion device consisting of
[2] 請求項 1に記載された可動物体型波力エネルギー変換装置の遊水室構造にぉ 、 て、 [2] A movable water chamber of the movable object type wave energy conversion device according to claim 1
前記小遊水室(6, 24)は、相互に平行に水平方向に隔離して並列に固定して配 置された複数の板状部材の平面壁 (4)により区画されて 、る  The small water retaining chambers (6, 24) are defined by the plane walls (4) of a plurality of plate members arranged in parallel and separately in parallel with each other in parallel and in parallel.
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[3] 請求項 2に記載された可動物体型波力エネルギー変換装置の遊水室構造にぉ 、 て、 [3] The movable chamber structure of the movable object type wave energy conversion device according to claim 2
前記複数の平面壁 (4)は、上端高さが一致して配列され、下端高さが前記遊水室 の奥行き方向に段階的に下がるように配列されて 、る  The plurality of flat walls (4) are arranged such that the upper end heights coincide with each other, and the lower end heights are arranged stepwise in the depth direction of the water containing chamber,
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[4] 請求項 2に記載された可動物体型波力エネルギー変換装置の遊水室構造にぉ ヽ て、 [4] According to the movable chamber structure of the movable object type wave energy conversion device recited in claim 2
前記複数の平面壁 (4)は、その上端 (21)および下端 (22)を遊水室の奥行き方向 に段階的に下げて配列されている  The plurality of flat walls (4) are arranged with the upper end (21) and the lower end (22) lowered stepwise in the depth direction of the water suspension chamber
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[5] 請求項 3又は 4に記載された可動物体型波力エネルギー変換装置の遊水室構造 において、 [5] A water containing chamber structure of the movable object type wave energy conversion device according to claim 3 or 4 In
前記複数の平面壁 (4)には、前記小遊水室(6, 24)間で海水の交換ができるよう に貫通孔が形成されている  Through holes are formed in the plurality of flat walls (4) so that exchange of seawater can be performed between the small water retaining chambers (6, 24).
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[6] 請求項 3又は 4に記載された可動物体型波力エネルギー変換装置の遊水室構造 において、 [6] In the floating chamber structure of a movable object type wave energy conversion device according to claim 3 or 4,
前記複数の平面壁 (4)の下端部には、前記開口部(8)方向に張り出し海水の出入 りを誘導するように案内部(11, 20)が設けられている  Guide portions (11, 20) are provided at lower ends of the plurality of flat walls (4) so as to extend in the direction of the opening (8) and to guide the inflow and outflow of seawater.
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[7] 請求項 3又は 4に記載された可動物体型波力エネルギー変換装置の遊水室構造 において、 [7] In the water containing chamber structure of the movable object type wave energy conversion device according to claim 3 or 4,
前記複数の平面壁 (4)の上端部は、前記可動物体(9)との衝突を緩衝するために 可撓性部材(13)で構成されて!、る  The upper end portions of the plurality of flat walls (4) are formed of a flexible member (13) to buffer a collision with the movable object (9)!
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[8] 請求項 3又は 4に記載された可動物体型波力エネルギー変換装置の遊水室構造 において、 [8] In the water containing chamber structure of a movable object type wave energy conversion device according to claim 3 or 4,
前記遊水室(5)は、前記複数の平面壁(5)を横切る方向に跨って複数の側壁(7) が交差して配置され、マトリックス状に複数の前記遊水室(5)を構成するものである ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A plurality of side walls (7) are arranged so as to intersect the plurality of flat walls (5) across the direction crossing the plurality of flat walls (5), and the plurality of water wells (5) are arranged in a matrix. A water reservoir structure of a movable object type wave energy converter characterized in that:
[9] 請求項 6に記載された可動物体型波力エネルギー変換装置の遊水室構造にぉ 、 て、 [9] A movable chamber structure of a movable object type wave energy conversion device according to claim 6 is provided.
前記案内部(11)は、前記複数の平面壁 (4)の下端部が、前記開口部(8)に向け て平面状に張り出して構成されて!、る  The lower end portions of the plurality of flat walls (4) are configured to project in a planar manner toward the opening (8) in the guide portion (11). ,
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[10] 請求項 6に記載された可動物体型波力エネルギー変換装置の遊水室構造にぉ 、 て、 [10] A movable chamber structure of a movable object type wave energy conversion device according to claim 6 is provided.
前記案内部(20)は、前記複数の平面壁の下端部が前記開口部(8)に向けて曲面 形状で張り出して構成されて 、る ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。 The lower end portion of the plurality of flat walls of the guide portion (20) is configured to project in a curved shape toward the opening (8). A water reservoir structure of a movable object type wave energy conversion device characterized in that.
[11] 請求項 2に記載された可動物体型波力エネルギー変換装置の遊水室構造におい て、  [11] In the movable chamber structure of the movable object type wave energy conversion device according to claim 2,
前記複数の平面壁 (4)の全ては、前記下端が海底(10)に接するように構成され、 かつ前記小遊水室(6)間で海水の交換ができるように貫通孔(12)が形成されている ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  All of the plurality of planar walls (4) are configured such that the lower end is in contact with the seabed (10), and through holes (12) are formed so that exchange of seawater can be performed between the small water chambers (6). A water control chamber structure of a movable object type wave energy converter characterized in that
[12] 請求項 11に記載された可動物体型波力エネルギー変換装置の遊水室構造にお いて、 [12] In the movable chamber structure of the movable object type wave energy conversion device according to claim 11,
前記貫通孔(12)の開口面積は、前記遊水室の奥行き方向に向かって、段階的に /J、さくなつている  The opening area of the through hole (12) is gradually / J in the direction of the depth of the water reservoir.
ことを特徴とする可動物体型波力エネルギー変換装置の遊水室構造。  A water reservoir structure of a movable object type wave energy conversion device characterized in that.
PCT/JP2006/319517 2005-09-29 2006-09-29 Structure of water retarding chamber in movable object wave force energy converter WO2007037401A1 (en)

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Cited By (4)

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US7432612B2 (en) * 2005-02-24 2008-10-07 Lomerson Sr Robert B Water power generator
JP3184512U (en) * 2013-02-18 2013-07-04 誠紀 福田 Hoisting wave power generator
GB2504682A (en) * 2012-08-04 2014-02-12 Havkraft As Plural OWC system with angled ports
WO2014023401A2 (en) * 2012-08-04 2014-02-13 Havkraft As Wave energy converter

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JPS5447047A (en) * 1977-08-31 1979-04-13 Secr Defence Brit Improvement in apparatus for extracting energy from wave
JPS6231136U (en) * 1986-05-16 1987-02-24
JPH02221682A (en) * 1989-02-23 1990-09-04 Shigetaka Egawa Method of compressing wave force and wind force, and device therefor
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Publication number Priority date Publication date Assignee Title
JPS5447047A (en) * 1977-08-31 1979-04-13 Secr Defence Brit Improvement in apparatus for extracting energy from wave
JPS6231136U (en) * 1986-05-16 1987-02-24
JPH02221682A (en) * 1989-02-23 1990-09-04 Shigetaka Egawa Method of compressing wave force and wind force, and device therefor
US20050207844A1 (en) * 2002-06-28 2005-09-22 Paolo Boccotti Oscillating water column wave energy converter incorporated into caisson breakwater

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7432612B2 (en) * 2005-02-24 2008-10-07 Lomerson Sr Robert B Water power generator
GB2504682A (en) * 2012-08-04 2014-02-12 Havkraft As Plural OWC system with angled ports
WO2014023401A2 (en) * 2012-08-04 2014-02-13 Havkraft As Wave energy converter
WO2014023401A3 (en) * 2012-08-04 2014-04-10 Havkraft As Wave energy converter
GB2504682B (en) * 2012-08-04 2014-10-22 Havkraft As Wave energy converter
US9771920B2 (en) 2012-08-04 2017-09-26 Havkraft As Wave energy converter
AU2013301881B2 (en) * 2012-08-04 2017-10-12 Havkraft As Wave energy converter
JP3184512U (en) * 2013-02-18 2013-07-04 誠紀 福田 Hoisting wave power generator

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