KR20140038085A - Brige for self electricity supply and demand of hydro and gravity complex generation system barge - Google Patents

Abstract

The present invention relates to an apparatus for independently supplying power required for a bridge by installing a complex generation system barge to a pier of the bridge installed on the sea and river using linkage among a waterwheel manufacturing and waterwheel track circulation apparatus, a waterwheel track circulation power conversion apparatus, a rotary generator and a linear generator in order to produce electricity using hydropower and gravity resources. Electricity required for streetlight and facilities of a bridge is received from a power line from a nearby power network up to the present. However, a hydropower and gravity complex generation system barge is mounted by building a separate lifting and fixing apparatus in case of an existing pier and installing a lifting apparatus to a pier in case of the new pier, in order to be self-sufficient in required power by applying the hydropower and gravity complex generation system barge to a pier, mount the barge to the existing pier without transfer of a hydropower and gravity complex generation system load, and build the new pier considering the hydropower and gravity complex generation system load in the design and mount the hydropower and gravity complex generation system barge. Effects including city image transformation, emotional stability, tourism promotion, renewable energy, carbon emission reduction publicity, etc. can be obtained in case of the downtown area by using power, generated by installing and driving the hydropower and gravity complex generation system barge to a pier built on the sea and water, for streetlights, lightings for landscape, and general facilities at night and for general facilities during the day.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a bridging electric power supply bridge,

The present invention relates to a water turbine generator for generating power using hydraulic and gravitational resources, an aberrant circulation device, an aberrational circulation power conversion device, and a combined power generation system line using a rotary generator and a linear generator, The present invention relates to a device for supplying power necessary for a bridge by installing on a bridge.

Until now, the electricity required for the street lamps and auxiliary facilities of bridges was the way of receiving power lines in nearby power networks

Self-sufficiency and reduction of required power by applying bridges to bridges of hydropower combined power generation system.

The existing bridges are equipped with bridges without the delivery of gravity combined power generation system load. The new bridges are equipped with gravity combined power generation system bridges by constructing bridges considering the design of gravity combined power generation system load.

In the case of existing piers, separate lifting and fixing devices are constructed, and in the case of new piers, lifting equipment is installed on the piers to install the hydropower combined cycle system barge.

Electricity generated by installing and operating a hydropower combined cycle system on the bridges constructed at sea and water is used for street lights, landscape lighting, and general facilities at night, and for general facilities during the day to transform urban image and emotion in urban areas. It is effective in promoting stability, tourism promotion, renewable energy, and carbon emission reduction.

The first degree aberration sub-
2nd drawing
Drawing of the 3rd water wheel
Section 4 Orbital Circulation Frame and Bogie Mounting Section
The fifth degree linear development mobile
The sixth degree linear power generation stator diagram
Section 7 Linear Generation Facility Settlement Section
8th Aberration Orbit Circulation Power System Sectional View
Details of the 9th degree orbital circulation frame
10 degree buoyancy track box and water wheel track frame front view
11th Figure Hydraulic gravity orbital circulation combined power line
12th aberration Orbital circulation power kinetic energy diagram
13-degree rotary generator schematic
14th Line Diagram of Linear Generator
15th pier platform
16th barge platform
The 17th new pier installation plan Figure 1
18th new pier equipment installation figure 2
Figure 19 Existing Pier Installation Diagram 1
Figure 20 Existing Pier Installation Diagram 2
Figure 21 External Pier Installation Diagram 1
Figure 22 External Pier Installation Diagram 2
23rd degree hydrographic combined power generation system line
24th Degree Water and New Construction Piers Hydraulic Combined Cycle System Installation
25th Pipeline Bridges Newly constructed bridges Hydraulic Combined Cycle System
Fig. 26 Installation of Floating Dock for Underwater Piers
27 ° C Conventional pier hydro-gravity combined-cycle power generation system
Figure 28 Installation of Floating Ships in Offshore and Overwater Piers
29th Pipeline Hydraulic Combined Cycle System
30 degrees hydropower combined cycle system barge mechanism diagram

Fig. 1 is an aberration road, with 1 row in front of aberration, 2 rows in 1 column of aberrations, 2 rows of outer aberrations, 3 rows of aberrations, 3 rows of 1 rows of aberrations, 2 rows of roller bearings and rollers. The bearing shafts, rows 3 and 4 are aberration joints and piece bolt diagrams.

The aberration face plate 1210 has rail grooves 1211 and rail grooves 1211 larger than and smaller than the width of the outer orbit rail 2110 and the inner orbit rail 2210 of the track circulation frame 2000 on both upper and lower sides thereof. A square shape in which aberration passage holes 1212 are formed between the rail grooves 1211

The side plate 1220 of the aft vehicle 1220 has the same height as the aberration face plate 1210 and has the same interval and width as the aberration face plate 1210 and the aberration face plate 1210. When the aberration roller 1300 is mounted on both sides, A roller shaft groove 1221 is formed at a position where the end of the aberration plate 1410 protrudes out of the rail groove 1211 of the aberration face plate 1210 and a piece bolt groove 1222 for mounting the aberration link 1400 is formed on both sides of the center Square

The aberration outer plate 1230 has the same height and width as the underwater side plate 1220 and has roller football 1231 and piece bolt holes 1232 at positions such as the roller shaft groove 1221 and the piece bolt groove 1222 Is a rectangular shape

The aberration top plate 1240 has the same length as the inside length of the side plate 1220 on the right side where the side plate 1220 is mounted on the inside of the both side rail grooves 1211 of the aberration plane plate 1210, 1210 are formed in the shape of a quadrangle having the same interval and width as the aberration top plate 1241 formed on both sides of the water top plate 1240

The aberration lower plate 1250 has the same height and width as the aberration upper plate 1240, and has a shape in which a plurality of aberration lower plate holes 1251 are formed in the center.

The roller bearing 1310 has a circular shape and a roller bearing hole 1320 is formed at the center to mount a roller bearing shaft 1330

The aberration connector 1400 is a rectangular shape in which a connecting rod 1410 and a connecting rod groove 1430 larger than the connecting rod 1410 are formed on both sides, and serves to couple and connect the respective aberrations 1200 to the piece bolts 1440. Do it.

2 is aberration manufacturing road, 1 row is manufacturing plan and 2 rows are manufacturing section 3 rows

The aberration face plate 1210 in which the rail groove 1211 and the aberration passage hole 1212 are formed is arranged before and after the short side of the aberration upper plate 1240 and the aberration lower plate 1250

The roller soccer 1231 and the roller shaft groove 1221 formed on the aberration outer plate 1230 and the underwater side plate 1220,

After mounting the aberration roller 1300 in which the roller bearing shaft 1330 is symmetrically fixed to the roller bearing opening 1320 of the roller bearing 1310.

The aberration inner plate 1220 is fixed to the inside of both aberration plate 1210 so as to be located inside the rail groove 1211 of the aberration plate 1210

The aberration upper plate 1240 and the aberration lower plate 1250 are fixed between the left and right side plates 1220 fixed to the left and right sides of the aberration front plate 1210,

The receiver key 1260 is mounted on the aberration lower plate 1251 formed on the lower aberration plate 1250 and the mover permanent magnets 5211 of the mover 5210 of the linear power generation equipment 5300 formed on both sides of the aberration top plate 1240 Once installed

The hydraulic key 1260 is fixed in accordance with the distance between the attachments 51114 of the attachment chain 51113 so that the aberration 1200 rotates the attachment chain 51113 in engagement with the attachment 51114 while circulating the orbit circulating frame 2000 Playing a role

The moving permanent magnet 5211 intersects the electric power 517 while crossing the stator 5220 of the linear power generation unit 5300 mounted on the track outer plate 4110 of the buoyancy track 4000 'and the track inner plate 4130. It is also the production of a wagon (1100) to play a role.

3 is a perspective view of the aberration plate 1220 and the anchor bolt groove 1222 and the bolt hole 1232 of the aberration outer plate 1230, And the male coupler 1400 is connected to both sides of the male coupler 1100 by the piece bolts 1440 in the same manner as the coupling coupler 1410 of the male coupler 1400 to manufacture the male coupler 1000.

FIG. 4 is a sectional view of the track circulation frame and a number of trays mounted on the track circulation frame 2000 having the outer track 2100 and the inner track 2200 as shown in FIG. The internal width and height of the track circulation frame 2000 are wider and higher than the width and height of the water cart 1100, respectively.

The outer orbit 2100 has both outer rail grooves formed on the aberration plate 1210 on both sides of the outer orbit rail 2110 that is narrower than the width of the rail groove 1211 of the aberration plate 1210 of the water wheel 1100 from the inner side and is higher than the height. The outer track plate 2120, the outer track beam 2130, and the outer plate 2140 are fixed to the upper end of the outer track plate 2120,

The inner track 2200 is narrower than the width of the rail groove 1211 of the aberration front plate 1210 of the water cart 1100 in the track box outer plate 4110 of the power generation chamber 4100 of the buoyancy track box 4000 outside The track rails 2110 are fixed to the center line widths of both rail grooves 1211 formed on the aberration plate 1210 on both sides thereof.

The heights of the ends of the outer orbit rail 2110 and the inner orbit rail 2210 of the track circulation frame 2000 are higher than the heights of both ends of the aberration rollers 1300 mounted on the water cart 1100.

The height of the outer track plate 2120 of the track circulating frame 2000 and the height of the orbital outer plate 4110 of the buoyancy track box 4000 is higher than the height of the aberration front plate 1210 of the water trajectory 1100, The height is similar to the middle height between the outer raceway rail 2110 and the inner raceway rail 2210.

A track rail cover 2300 is mounted at the ends of the outer track rail 2110 and the inner track rail 2210 to prevent wear of the outer track rail 2110 and the inner track rail 2210

The track outer shell plate 4110 and the track inner shell 4130 of the power generation chamber 4100 of the buoyancy track 4000 at the bottom of the water cart 1100 mounted on the track circulation frame 2000 are respectively the track outer shell body population. The 4111 and the track inner plate chain 4131 are formed wider and longer than the attachment chain 51113 so that the attachment 51114 of the rotary power generator 5100 of the combined power generation system 5000 is fixed together. Lose.

5 shows a mover permanent magnet 5211 of the linear power generation facility 5200 as a linear power generation facility 5200. The mover permanent magnet 5211 of the linear power generation facility 5200 includes an aberration upper plate 1241 formed on the lower aberration plate 1250 of the water bogie 1100, Mounted on both sides of the mover permanent magnet of the mover (5210)

The mover permanent magnets 5211 intersect the stator shell plate 4110 of the buoyancy track box 4000 'and the stator 5220 of the linear power generator 5200 mounted on the track inner plate 4130, Serves to produce.

6 is a linear power stator road, the top view is a plan view and the bottom view is a sectional view.

The stator 5220 is composed of a stator housing 5221, a stator permanent magnet 5222, a commutator piece 5223, a conductor coil 5224, a brush 5225, and a power line 5262.

Two commutator pieces 5223 are attached to the inner center of the stator housing 5221 and the brushes 5225 are attached to the ends thereof, and stator permanent magnets 5222 are mutually provided on both sides of the commutator pieces 5223. The power line 5262 connected to the brush 5225 under the stator permanent magnet 5222 is fixed to the opposite pole and penetrates and is mounted through the fixing housing 5121 to interconnect the stator 5220 to each other.

The stator 5220 is a conductor coil 5224 of the commutator piece 5223 when the magnetic field 515 intersects with the moving magnet permanent magnet 5211 of the mover 5210 by constantly acting from the N pole to the stator permanent magnet 5222. An electromotive force 514 is generated in the brush 5225 and a current 516 is generated in the brush 5225 through the power line 5226 to generate electric power.

7 is a cross- sectional view showing a linear power generation facility in which the mover 5210 and the mover permanent magnets 5211 of the linear power generation equipment 5200 are installed on both sides of the aberration top plate sphere 1241 formed on the aberration top plate 1240 of the water bogie 1100 Being fitted

The stator 5220 is mounted on the track box outer plate 4110 and the track box inner plate 4130 of the buoyancy track (4000 ').

The mover 5210 installed in the water carriage 1100 crosses the stator 5220 when the mover 5210 circulates in the track circulation frame 2000 to produce the electric power 517 and transmit the electric power 517 to the complex inverter control output unit 5060.

FIG. 8 is a cross- sectional view of aberration-track circulation power system, in which one row is a number of carriage frames, two rows are a track circulation frame, and three rows are aberration circulation power frame (3000 '). Row 4 is buoyancy trajectory (4000 '), row 5 is aberration trajectory circulation power module (100)

The number carousel frame 1000 is a sectional view of the carousel frame 1000 having the same shape as that of the track circulating frame 2000 by completing the number carousel frame 1000 as shown in FIG. 3

The orbital circulation frame 2000 is a cross-sectional view in which a stator 5220 of the linear power generation facility 5200 is mounted on a portion of the inner orbit 2100 and an outer orbit rail 2110 and an inner orbit rail 2210 are mounted.

The aberration track circulation power system 3000 is a sectional view of the aberration finishing power frame 3000 'mounted on the orbiting circulation frame 2000

The buoyancy track (4000 ') is a power generation chamber (4100) consisting of a track box outer shell (4110), a track box beam (4120), a track box inner plate (4130) and a track box column 4140 in the hollow of the track circulation frame (2000) The fallopian tube 4213 and the foreign material screen which are formed and fixedly fixed by the foreign material beam 4211, the foreign body gate device 4212, the foreign material beam 4211 and the fallopian tube beam 4214 at the lower front and rear surfaces of the power generation chamber 4100. And a buoyancy track (4000 ') formed of a foreign body portion 4210 composed of an anchoring device 4300, a solid beam 4221, a solid water gate device 4222, and a solid portion 4220 composed of a solid screen 4223. As a cross section

The fallopian tube 4213 has a larger area than the foreign body portion 4210 of the underwater trajectory 2010 to increase the density of the inflow water 430 introduced into the underwater trajectory 2010 to accelerate the flow velocity 520 as the pressure increases. The foreign screen 4215 and the screen 4223 prevent foreign matter from entering the underwater orbit 2010.

The aberration track circulation power module 100 is a sectional view in which a buoyancy circulation box 4000 is coupled to an aberration circulation frame 3000 'of a track circulation frame 2000 equipped with a water hammer 1000.

Figure 9 shows the orbital circulation frame details. The upper diagram is the aqueduct frame top plan. The middle left diagram is the lower orbit. The lower frame is the middle section. The middle section is the orbital circulation frame section. The middle right section is the high track section.

The high orbital frame 2020, the aquifer frame 2030 and the low orbital frame 2040 are formed to have the same width and height

Underwater track frame 2010, the foreign body portion 4210 is formed of the same width and height as the low track frame 2040, and the solid body portion 4220 is composed of the same shape is wider than the high track frame 2020 and the height. .

FIG. 10 Buoyancy track box and aberration track frame front view, top view is low track frame front view and sectional view, middle view is linear power plant section view, bottom view is high track frame front view and sectional view

Rotational power plant 5100 and power switching device 5110 installed in a buoyancy track 4000 'is provided with aberration keys 1270 of a water cart 1100 mounted on the orbital circulation frame 2000 of the low orbit frame 2040. The attachment chain 511113 and the switching chain gear 5111 are rotated by the engagement of the attachment 511114 of the attachment chain 51113 of the attachment chain 51113 of the attachment chain 51112, Axis rotary generator 5010 in which the vertical axis rotary generator 5010 is operated by the vertical axis rotary generator 5020 to generate the electric power 517

Rotational power plant 5100 and power converter 5110 installed in the buoyancy track 4000 'is provided with aberration keys 1260 of the water cart 1100 mounted on the orbital circulation frame 2000 of the low orbit frame 2040. The attachment chain 51113 and the switching chain gear 5111 are rotated by engaging with the attachment 51114 of the attachment chain 51113 of the attachment chain 51113 of the attachment chain 51112, Axis generator 5010 for generating the electric power 517 by operating the generator 5010,

The stator 5220 and the bogie 1100 of the linear power generation unit 5300 mounted between the track box outer plate 4110 and the track box inner plate 4130 of the buoyancy track box 4000 'on the water track frame 2030. Sectional view of the linear generator 5020 in which the mover permanent magnets 5211 of the mover 5210 are mounted on both sides of the aberration top plate sphere 1241 formed on the aberration top plate 1240 of Fig.

A cross-sectional view of the hybrid inverter control output unit 5030 of the hybrid power generation system 5000 in the water cart 1100 and the buoyancy track 4000 'mounted on the orbital circulation frame 2000 of the high track 2020.

FIG. 11 illustrates a hydrodynamic orbital cyclic hybrid power generation system 9000 in which a hybrid power generation system 5000 is installed in a power generation room 4100 of an aberration orbital cyclic power module 100 at an anchorage of the hydrodynamic orbital cyclic power generation combined cycle facility. (Not shown) provided in the power generation chamber 4100 to operate the anchoring device 4300 of the buoyancy orbit box 4000 'on the water surface of the ship 4200 or the buoyant orbit And the bottom wall between the outer shell 4110 and the inner shell 4130 of the vessel 4000 'is desiccated or drained, the orbiting beam passage 4121 formed in the hull beam passage 4241 and the orbital beam 4120 The weight is uniformly distributed throughout the inside of the hull 4200 and the bottom bulkhead of the buoyancy orbit can 4000 'to control the proper water line 401

Opening the foreign body hydrological device 4212 and the solid water hydrological device 4202, the inflow water 430 flows into the outer inlet port 2150 and the external outlet port 2160 of the underwater track frame 2010 and the outflow water 431 flows out. The energy 512 is generated so that the water tank 1000 of the orbital circulation frame 2000 moves to the upper end of the high track 2020 in the underwater track 2010, and the water orbit 2020 by the gravity energy 513. When the endless circulation that moves from the lower end of the lower rail 2040 to the lower end of the lower trajectory frame 2040 continues to occur, the swing key 1260 of the swing carriage 1100 is generated while continuously rotating the attachment 51114 of the attachment chain 51113 at a constant speed The infinite power is transmitted to the switching chain gear 5111, the speed increasing bevel gear 5112 ', the subordinate bevel gear 5113', the power transmission device 5120 and the rotary generator 5010 to produce the electric energy 511, Is transmitted to the inverter control output unit (5030)

When the aberration 1200 circulates through the orbiting circulation frame 2000, the mover permanent magnets 5211 mounted on both sides of the aberration 2000 are separated from the orbiting shell plate 4110 of the buoyancy orbit box 4000 ' When the linear generator 5020 produces electrical energy 511 and is transmitted to the composite inverter control output 5030 while intersecting with the stator 5220 of the linear power plant 5200 mounted on the track inner board 4130, high-quality power It is switched to 517 and is transmitted to the supply source.

FIG. 12 is a schematic diagram of an aberrational orbital cyclic power kinetic energy system to obtain an orbital circulation infinite power for the generation of power (517) by the combined gravitational aberration cyclic power generation system (6000)

Investigate the flow rate 520, the flow rate 521 and the depth of the river or the sea at the place of installation to determine the required generation capacity, that is, the quantity of power energy 511 to be produced.

First, the unit weight of water multiplied by the horizontal and vertical heights of the underwater track frame (2010) than the sum of the total underwater weight (1011), the high total water frame total weight (1021) and the generator rotor weight (6320) The value of the underwater orbital weight (2011) multiplied by the value of the underwater orbital frame (2010) is set to a large value.

Second, the underwater submerged chassis kinetic energy (1010 ') or the underwater submerged vehicle kinetic energy (1030') value is higher than the high underwater submerged kinetic energy (1020 ') value. The length and inclination of the frame 1030 and the height and inclination standard of the high number of carriage frame 1020 are set.

Third, the kinetic energy of the underwater orbit of the water (2010 ') or + the kinetic energy of the underwater water borne frame (1010') - the higher the number of the bogie frame kinetic energy (1020 ') + The frame kinetic energy 1040 '= the surplus energy 510 is set to be larger than the value obtained by converting the generation opportunity electron weight 6310 to energy.

The width of the buoyancy circulation box 4000 'is set such that the water line 401 of the fourth combined gravity orbiting circulation combined cycle power generation system 6000 is the upper surface of the buoyancy circulation box 4000' .

Fifth, since the inner width of the orbital circulation frame 2000 of the aberration orbital circulation power system 3000 is greater than the width of the aberration 1200, a standard is set so as not to impede the flow of the flow velocity 520 to the outer sides of the aquatic orbital frame 1010. .

Hydrodynamic track circulation of aberration track circulation infinite power module 100 based on the design and fabrication of orbital circulation frame 2000 and water frame 1000 of aberration track circulation power system 3000 to satisfy the above factors As a combined power generation system 6000

The value of the number of bogie frame kinetic energy 500 of the number bogie frame 1000 shown in the figure is the sum of the kinetic energy 1010 'of the water underwater and the kinetic energy 1020' (1030 ') + low number of bogie frame kinetic energy (1040') = surplus energy (510)

+ Underwater track kinetic energy (2010 ') = (Underwater track weight (2011)-Underwater vehicle weight (1011)) x Flow rate (520) x Energy absorption rate (502) + Underwater underwater vehicle kinetic energy (1010) ') = High water value (Gross Weight) (1011) x Flow Rate (520)

- High number of bogie frame kinetic energy (1020 ') = High number of bogie frame gross weight (1021) x Gravity acceleration (530) x High orbital frame height (1023) x High track track slope (540) x Slope factor (542)

+ Water Number Conveyance Frame Kinetic Energy (1030 ') = Water Number Conveyance Frame Gross Weight (1031) x Gravitational Acceleration (530) x Watertight Frame Height (1031) x Watertrack Frame Slope (541) x Slope Factor (542)

+ Low number of bogie frame kinetic energy (1040 ') = Low number of bogie frame gross weight (1041) x Gravity acceleration (530) x Based on calculation of low orbital frame height (1041)

The total energy 510 is calculated by calculating the total energy 500 and is calculated as the plant power energy 511

Here, the slope coefficient 542 is a constant defined as 0.5 based on the length 1 and the height 1

For length> height, calculate as (height / height) * gradient constant (542)

For length <height - 1 - ((length / height) * slope constant (542))

The energy absorption rate 502 is a coefficient obtained by an experiment and is a coefficient applied routinely to convert hydraulic energy according to the flow velocity 520 into kinetic energy of the underwater kinetic energy 2010 ' It may be included in the tap water energy absorption rate 502 of the efficiency.

Unexplained sign Underwater trajectory junction (200), high trajectory junction (210), subsurface trajectory junction (220), and low trajectory frame junction (230) is the submerged submarine chassis kinetic energy (1010 ') and high submerged chassis It is the boundary point for calculating the distance between the kinetic energy (1020 '), the water surface vehicle kinetic energy (1030') and the low water system kinetic energy (1040 ').

In order to satisfy the above factors, the orbital circulation frame 2000, the water frame 1000, and the buoyancy circulation box 4000 'of the aberration orbital circulation power system 3000 are designed to manufacture an aberration orbital circulationless power module 100. do.

FIG. 13 is a rotational generator system diagram of the rotary power generation facility 5100. The total kinetic energy 500 is attached to the aberration wheel 1100 of the cart 1100 of the aberration orbital circulation power system 3000. The endless power generated by continuously moving and rotating the drive shaft 51114 at a constant speed is transmitted to the switching gear train 51111 of the change gear gear 5111 and the transmitted power is transmitted to the drive shaft 51112 When the speed increase bevel gear 5112 'is rotated, and the speed increase bevel gear gear 51121' and the subordinate bevel gear gear 51131 'are engaged, and the slave bevel gear 5113' rotates, it is transmitted to the power transmission device 5120 and powered. When the transmitting device 5120 is in the neutral position 5210, the rotary power generator 5010 stops and adjusts to the low speed 5122, the ultra low speed 5120 and the high speed 5124 according to the influence of summer, (5010) to produce electric energy (511).

14 is a linear generator system linear generator 5200 is the total kinetic energy 500, the mover (5210) mounted on the top of the water cart 1100 of the aberration orbital circulation power system 3000 continues at a constant speed While circulating with the orbital circulation frame 2000, while intersecting with the stator (5220) mounted on the top of the water orbital frame (2030)

When the magnetic field 515 intersects with the mover permanent magnets 5211 of the mover 5210 by always acting from the N pole to the S pole of the stator permanent magnet 5222, the stator 5220 is electrically connected to the conductor coil 5224 of the commutator element 5223, An electromotive force 514 is generated and a current 516 flows through the brush 5225 to the power line 5226 to produce electrical energy 511.

15 is a plan view, a side view, and a cross-sectional view of a pier elevator shaft, a plan view, a side view, and a sectional view of a pier elevator shaft, Side cover plan view, side view and cross sectional view, right side view as shown in FIG.

The trajectory-type platform 6300 is formed in a rectangular shape and has a pier platform 6200 of a new pier elevation system 6000 and a pier platform 6210 with a pier platform 6210 ) Is formed to match the position of

A trajectory type elevating platform fixture 6330 is formed at upper and lower ends of both sides in the longitudinal direction of the rail type platform 6300 and a track type platform fixing fixture 6330 is formed at the upper and lower ends thereof. There is

A plurality of railroad platform fixing bars 6310 of the railroad platform 6300 are mounted on the pier platform 6200 of the new pier height elevator 6000 and are provided with a railway type steel iron part 6320 formed at the upper end of both ends, The moving convex part 8300 is inserted into the 6320, and the moving convex cover 8600 is mounted, and the bar part fixing convex part 310 of the newly established pier lathe lifting frame 301 in the upper and lower track type lifting base fixtures 6330 is provided. And the stationary barrel cover 8700 is mounted so that the new pier hydro-gravity combined-cycle power generation system barge 9100 is mounted on the rail-type platform 6300

The rod type platform 7300 is a bar type c-shape on one side of the external lifting platform (7200) of the external lifting platform 7200 of the external lifting platform groove 7210 rod-type lifting platform fixed part 7310 is an external lifting platform ( 7200, and a bar-like platform-fixing portion 7310 is formed on the opposite side of the bar-like platform to the same shape

The rod-type lifting rod fixture 7320 and the rod-type lifting fixtures 7330 are formed at the upper and lower ends of the rod-type lifting platform 7300, and the rod-type lifting fixtures 7330 at the top and bottom of the central portion. Is formed

A plurality of rod lifting platform fixed part 7310 of the rod lifting platform (7300) is mounted on the external lifting platform (7100) of the existing pier lifting device (7000) and formed on the upper end of the rod lifting platform (7220) and rod lifting platform fixture The movable iron part 8500 is inserted into the movable iron part cover 8600 and the movable iron part cover 8600 is mounted on the movable iron part 7330 of the movable iron frame part 7330, And the fixed pontoon cover 8700 is installed so that the existing pier gravity combined-cycle power generation system barge 9200 is mounted on the existing pier elevator 7000

The bar-type fixed steel part 310 of the new piling line lifting frame 301 and the bar-type lifting table fixed steel part 7310 of the bar-type lifting platform 7300 respectively have a bar-type fixed-steel part shaft 311 and a bar-line fixed steel hoop Composed of (312) and rod type lifting shaft fixed shaft shaft (7311) and rod type lifting rod fixed steel shaft hoop (7312), the bar fixed steel shaft shaft (311) and bar type lifting table fixed steel shaft shaft (7311) And a bar-like elevating platform fixed bar-shaped hoop 7312 are mounted and fixed to the center of the bar-lifting bar-shaped lifting frame 301 and the bar-shaped platform 7300

The buoy fixed steel part 310 of the newly established pier lifting platform 301 is in the center orbit lifting platform groove 6340 of the track lifting platform 6300 and the bar lifting platform fixing iron part 7310 of the bar lifting platform 7300. Is inserted into the bar lifting elevating frame 320 of the new pier lifting frame (301) and the fixed steel cover (8700) is installed, the new pier water gravity system bar (9100) and existing pier gravity system bar (9200) And is installed in each of the new pier elevation device 6000 and the existing pier elevation device 7000

The movable iron part 8500 is mounted with a hoop 8520 on the iron shaft 8510 in a shape composed of a iron shaft 8510 and a hoop 8520

The sub stranded steel wire bundle 320 of the new pier-lifting bar lifting frame 301, the orbital type strut bundling bundle 6320 of the orbital platform 6300, the sub stranding bundle lifting bar 320 of the existing pier- And the rod-type lifting platform (7320) of the rod-type lifting platform (7300), the inner external lifting platform grooves 8210 and the outer external lifting platform grooves (8310) of the outer pier lifting platform (303) and the lifting bar lifting platform (320) If there is a coincidence, respectively, the moving convex part 8500 is inserted and the moving convex cover 8600 is installed to install the new pier water gravity system barge 9100, the existing pier water gravity system barge 9200, and the external pier water gravity system barge 9300. The new pier hoisting device (6000), the existing pier hoisting device (7000) and the external pier hoisting device (8000) will be installed

The movable iron part cover 8600 has a shape formed by a moving cover pin 8610 and a moving cover plate 8620. The movable iron part cover 8600 is fixed to the sub stranded steel iron part 320 of the new pier- And the barbed elevating frame 7320 of the bar rack 7100 and the bar lifting frame 303 for the outer bridge bridge are connected to each other. When the inner outer lifting groove (8210) and the outer outer lifting groove (8310) is matched with the buoy lifting lifting steel ball 320, the moving convex (8500), respectively, the moving cover pin (8610) of the moving convex cover (8600) The barge elevating platform fixing member 330 and the moving cover plate 8620 of the barge elevating platform 300 are fixed to the barge elevating bar bar groove 340, the trajectory bar bar fixing member 6330, the trajectory elevating bar bar groove groove 6340, The bridgehead gravity system barge 9100 and the existing bridgehead gravity system barge 9200 mounted on the barge platform barge groove 7340, And an external pier gravity system barge 9300 is installed in each of the new pier elevation device 6000, the existing pier elevation device 7000 and the external pier elevation device 8000

The fixed convex cover 8700 has a shape in which the fixed cover pin 8710 protrudes, and the fixed bar part fixing part 310 of the newly established pier part lifting frame 301 and the orbit type lifting table 6300 of the orbit lifting platform 6300 are fixed. When the rod-type lifting platform concave portion 7310 of the rod-type lifting platform (7300) is matched, respectively, the moving convex portion (8500) is inserted, and the floating-line lifting fixture (330) and the bar-type lifting platform (330) of the floating platform (8700) are fixed. A fixed cover pin (8710) is mounted on the lifting platform fixture (7330) so that the new pier water gravity system barge (9100) and the existing pier water gravity system barge (9200), respectively, the new pier lifting device (6000) and the existing pier lifting device ( 7000) is a platform that serves to be installed.

Figure 16 is a barge lifting platform, the top view is a plan view, cross-sectional view and side view of the new pier lifting platform, the center view is a top view, sectional view and side view of the existing pier lifting platform, and the bottom view is a plan view, sectional view and As a side view

The barge hoisting platform 300 is basically manufactured in conformity with the gravity combined power generation system 9000 standard and is mounted on the water line 401 of the gravity combined-cycle power generation system barge 9000

The buoy fixed steel part 310 is mounted at the center of one side of the new pier lifting platform 301, and the buoy elevating steel fixing part 320 and the buoy elevating steel fixing part 330 and the buoy elevating steel groove 340 and buoy elevating steel groove (340) 350 is formed and mounted on the combined hydropower generation system barge (9000)

The orbit type elevating platform fixing portion 6330 and the orbiting platform elevating platform fixing groove 6340 and the raceway elevating platform groove 6350 and the new pier elevating frame 301 of the new pier height elevating device 6000 When the buoy lifting platform (320) and the buoy lifting platform 330, the buoy lifting platform groove 340 and the buoy lifting platform groove 350 are moved, the moving portion (8500) is inserted into the buoy lifting platform fixture (330), respectively Each movable iron section cover 860 and fixed iron section cover 870 are installed to provide a new bridgehead gravity combined-cycle power generation line 9100 to the new bridge bridge apparatus 6000

The barge elevating platform fastener 330 is formed on one side of both sides of the existing pier elevator frame 302. The barge elevating bar fastener 330 and the barge elevator bar fastener grooves 340 and 330, The barge hoisting platform groove 350 is formed and mounted on the submerged hybrid power generation system barge 9000

Rod lifting platform (7320) and rod lifting platform fixture (7330) and bar lifting platform groove (7340) of the existing pier lifting device (7000) and rod lifting platform groove (7350) and the existing pier lifting frame (302) When the buoy lifting platform (320) and the buoy lifting platform (330) and the buoy lifting platform (340) and the buoy lifting platform (350) are moved, each moving portion (8500) is inserted into each of the buoy lifting platform (330) The movable iron part cover 860 and the fixed iron part cover 870 are installed to install the existing pier gravity composite power generation wire 9200 in the existing bridge device 7000

The external pier lifting frame 303 is formed on both sides of the buoy lifting platform bulge 320, the buoy lifting platform fixing 330, the buoy lifting platform groove 340 and the buoy lifting platform groove 350 is formed by the hydropower system 9000)

When inserted into the movable lifting portion 850 mounted on the external pier elevating device 8000, the floating elevating steel ring 320 and the floating elevating steel groove 340 and the floating steel lifting groove 350 of the external pier lifting frame 303 A barge platform for installing the movable piercing cover 860 and the fixed convex cover 870 respectively to install an external pier lifting gravity power generating unit 9300 on the external pier lifting device 8000. Is also.

FIG. 17 is a drawing of a new pier facility 1 and a drawing of a new pier facility 2, FIG. 17 shows a new pier foundation 6110 designed with sufficient consideration of the load of the new pier hydropower generation system barge 9100 when designing a new pier (6100). And the new piers (6100) equipped with a plurality of pier platform (6200) on the vertical plane, the bridge platform (6200) and the shape and specifications of the orbital platform (6300) to be mounted on the pier platform (6200) and combined with the hydropower composite The power supply system 9000 is equipped with an electric screw motor (5300) and the buoy lifting platform (330) formed in the center buoy lifting platform 330 is mounted on both sides of the buoy lifting platform (320) and the buoy lifting platform (330) and A bridge pylon hydraulically combined power generation system barge 9100 is installed on a new pier elevation device 6000 equipped with a new pier elevation frame 301 on which a barge elevation platform convex groove 340 and a barge elevator platform groove 350 are formed. to be.

19 degrees existing piers equipment 1 and 20 degrees to install a number of external platform (7200) on the outer side of the existing pier foundation 7110 and the outer platform (7200) of the existing piers equipment existing piers 7100 Figure 2 with the existing The pier 7100 is fixed to the external platform fixing beams 7220, and each external platform 7200 is fixed to the external platform 7200 on each side of the external platform 7200. The outer elevating barrel 7230 is installed below the outer barrel stopping barrel 412 at both ends and connected to the elevating platform 7200 with the elevating bar holding barrel 7240

External lifting platform 7200 and a plurality of rod-type lifting platform fixing portion 7310 on one side to be combined with the shape and specifications, and the rod-type lifting platform fixing iron portion 7310 having a rod-type lifting platform fixing fixture 7310 formed on the opposite side. The rod-type lifting platform (7320) and the bar-type lifting platform fixture (7330) and the bar-type lifting platform groove (7340) and the rod-type lifting platform groove (7350) on one side of the center and the opposite side to produce a bar-type lifting platform (7300) Mount the rod-type lifting platform fixed convex part 7310 side of the rod-type lifting platform (7200) to the external lifting platform (7200) and the electric screw motor (5300) and the existing pier lifting frame (302) in the hydropower combined cycle system (9000) Gravity combined-cycle power generation system barge 9200 is installed on the existing pier elevator 7000 mounted on the bar-like platform 7300. The existing pier-gravity combined-

21 to turn the plurality of inner outer platform (8200) installed and inside the outer platform to the external piers outer side base (8110) of the external piers facilities are external piers in Fig external piers equipment turns 1 and claim 22, 8100 (8200) And the outer pier 8100 is fixed to the inner external lifting platform beam 8220, and each of the inner lifting platform 8200 and the outer external lifting platform 8300 with a plurality of external lifting platform beam 8400 The external lifting platform 8300 and the external external lifting platform 8300 are fixed and reinforced, and the internal external lifting platform 8230 is installed inside the inner external lifting platform 832. Is coupled with the inner platform 8200 with a fixed strap 8240

On the opposite side of the inner external lifting platform 8200, an outer outer lifting platform 8300 is installed, which is wider than the width of the outer pier hydropower composite power generating line 900 and the same quantity as the inner outer lifting platform 8200, and the outer outer lifting platform 8300 and the outer outside. And a plurality of external platform horizontal beams 8400 are provided on the side of each of the outer side elevating platforms 8300 and the inner side elevating platform 8200 so as to be fixed to the respective outer sides of the elevating platforms 8300. [ The elevating table 8300 and the inner elevating table 8200 are fixed and reinforced and the outer elevating table 8330 is installed below the both ends of the outer table suspending barrel 412 at the both ends of the outside elevating table 8300, In combination with the outer external platform 800 with a line (8340)

Inside the inner lift platform 8200 and the outer lift platform 8300 of the external pier lifting device 8000 equipped with the electric screw motor 5300 and the external pier lifting frame 303 in the combined hydrogravity power generation system (9000) It is a facility diagram in which the external pier water gravity combined cycle (9300) is installed.

23 shows the construction of a new pier gravity combined-cycle power generation system barge 9100 when the new pier-type elevator frame 301 is mounted on the hydraulically combined power generation system 9000 water line 401, When the existing pier lifting platform 302 is mounted, the existing pier hydraulic power generation system barge 9200, and when the external pier lifting platform 303 is installed, the external pier gravity power generation system bar 9300 becomes Sectional view and front view of the hydro-gravity combined-cycle power generation system barge 9000 constructed and operated as shown in Fig. 22 to Fig. 22.

Figure 24 shows the top of the new pier foundation (6110) designed to be sufficiently computed and safe to load the bridges (9100) of the bridged gravity combined-cycle power generation system. New piers (6100) in the vertical piers (6100) equipped with a plurality of bridge platform (6200) on the vertical surface

The railroad platform fixing portion 6310 formed inside the railroad platform 6300 manufactured by manufacturing the railroad platform 6300 with the shape and size of the pier platform 6200 is connected to the pier platform of the pier platform 6200 Mounted on the groove 6210 to finish the installation of the new pier elevator 6000 and mount the trajectory platform 6300 on the new pier foundation 6110

The new bridge pier lifting part 310 of the newly built pier hydro combined power system bar 9100, which is equipped with the electric screw motor 5300 and the new pier lifting platform 301, is mounted on the new bridge pier. Approaching one side of the orbital lifting platform 6300 of the device 6000, the orbital lifting platform 6320 and the orbital lifting platform groove 6320 and the orbital lifting platform groove 6350 on one side of the orbital lifting platform 6300. Inserting and gradually advancing the new pier hydrostatic combined cycle system (9100), the orbital lifting platform (6320), orbital lifting platform groove (6340) and orbital lifting platform groove (6350) When the buoy elevating platform bulge 320, the buoy elevating groove 340 and the buoy elevating groove 350 of the newly established pier hydro-composite power generation system barge 9100 are approached, the movable elbow 8500 is inserted and the orbital elevating platform The movable iron cover (860) is fixed to the fixture (6330) and the bar-lifting platform fixture (330) 0 and a fixed iron cover 8700 are mounted on the pier elevation and descent device 6000 to install the new pier hydro-gravity combined-cycle power generation system barge 9100. Fig.

25 shows a new pier hydro-gravity combined-cycle power generation system line 9100 installed in a pier elevation device 6000 installed on a new-line pier bridge hydro-combined-cycle power generation system. To generate power 517 as shown in FIGS. 13 and 14 and to change the direction of the new bridgehead gravity combined-cycle power generation system line 9100 before going to the low tide 424

Remove the moving convex cover (8600) and the fixed convex cover (8700) mounted on the new pier lifting frame 301 of the new pier lifting device (6000) and remove the inserted moving convex (8500) left electric screw motor ( 5310) and right-hand screw motors 5320 are operated by adjusting the strength and weakness, and gradually move the new pier hydroelectric power generation system barge (9100) installed on the left and right side in the opposite direction. The barge elevating steel shunt 320, the barge elevating steel groove 340, and the barge elevating groove 350 of the system barge 9100 are changed in the direction as the position of the newly established pier hydrostatic power generation system barge 9100 is changed to the track type. When the trajectory shaped steel iron portion 6320 of the platform 6300 approaches the tracked platform convex groove 6340 and the trajectory platform lift groove 6350, the movable iron portion 8500 is inserted into each of the tracked platform elevator fixture 6330 Each moving cover part on the buoy lifting platform 330 ( 8600 and the fixed convex cover 8700 are installed in the new pier hoisting apparatus 6000, and the new pier hydropower hybrid system 9100 is installed along the water flow direction 420 of the ebb 424. As shown in FIG. 14, the process of generating power 517 is repeated.

26 shows the existing piers of the hydrographic combined-cycle power generation system of the existing bridges 7100. The bridges 7100 are provided with a plurality of external platforms 7200 on the external sides of the existing bridge piers 7110, The elevating platform 7200 is fixed to the elevating platform 7200 with the elevating platform 7200 and the elevating platform 7200 is fixed to the side of each elevating platform 7200 by the plurality of elevating platform beams 7210, 7200) An outer elevating barrel 7230 is installed below the outer barrel stopping barrel 412 at both ends and joined to the outer elevating barrel 7200 by an outer elevating bar fixing bar 7240

A bar rack fixing portion 7310 having the same shape and having a plurality of bar rack fixing portions 7310 fixed to one side and a bar rack fixing portion 7330 formed on the opposite side of the other portion of the elevating platform 7200, The rod-type lifting platform (7320) and the bar-type lifting platform fixture (7330) and the bar-type lifting platform groove (7340) and the rod-type lifting platform groove (7350) on one side of the center and the opposite side to produce a bar-type lifting platform (7300) So

A bar-like platform fixing bar 7320 at one side of the bar-like platform 7200 is inserted into the external hoisting-and-lowering beam 7210 of the external hoisting platform 7200 and is stopped at the upper hoisting-and-lowering beam 7210

The hydro-gravity combined-cycle power generation system 9000 is provided with an electric screw-type motor 5300 and a conventional elevation elevation platform 302, When the convex groove 340 and the buoy lifting platform 350 approaches the bar lifting platform fixing part 7310 of the existing pier lifting device 7000, the bar lifting platform 7300 is lowered to insert the bar lifting platform fixing iron part 7310. The bar lifting platform of the bar lifting platform (7320), bar lifting platform groove (7340) and bar lifting platform groove (7350) and the existing pier lifting gravity power system barge (9200) When the 320 and the buoy lifting platform groove 340 and the buoy lifting platform groove 350 is approached, the moving hardware 8500 is inserted, respectively, and the rod-type lifting platform fixtures 7330 and the buoy lifting platform fixtures 320 ( 8600 and a fixed iron cover 8700 are attached to the existing pier elevator 7000 Existing Pier Water Gravity Combined Cycle System 9210 is a facility diagram installed

27 shows a conventional bridge pier hydro-gravity combined-cycle power generation system. The existing pier-type hydrographic combined-cycle power generation system barge 9200 installed on the existing bridge pier elevator 7000 has a water flow direction 420 of the tide 423 To produce power 517 as shown in FIGS. 13 and 14 and to switch the direction of the existing pier gravity combined-cycle power generation system barge 9200 before it becomes ebb 424

Left moving screw motor by removing the moving convex cover (8600) and the fixed convex cover (8700) mounted on the existing pier lifting frame 302 of the existing pier lifting device (7000) and remove the inserted moving convex (8500) 5310 and the right electric screw motor 5320 are operated by controlling the strength and the medicine, when the existing bridge pier gravity combined power generation system barge 9200 installed on the left side and the right side is gradually moved in opposite directions, The system barge 9200 is shifted in the opposite direction about the barbed platform fixed hardware 7310 mounted on one side of the bar rack 7300 and the sub racks of the existing bridging gravity combined- And the barge elevating platform convex grooves 340 and the barge elevating platform grooves 350 approach the rod shaped bar turning columns 7320 of the bar racks 7300 and the bar rack elevating platform grooves 7340 and the bar rack elevating platform grooves 7350 Insert the moving part (8500), respectively, Existing pier lifting gravity power generation system barge (9200) is installed on the existing pier hoisting device (7000) by attaching the movable convex cover (8600) and the fixed convex cover (8700) to the large fastener (7330) and the buoy lifting platform (330). The process of producing the electric power 517 is repeated along the water flow direction 420 of the ebb 424 as shown in FIG. 13 and FIG. 14.

FIG. 28 is a cross-sectional view of the water and gravity external power pylons of the hydrographic combined-cycle power generation system in accordance with the present invention. The outer pier 8100 is fixed to the inner outer lifting beams 8220 and each inner outer lifting platform 8200 and the plurality of outer lifting beams 8400 on each side of the outer lifting platform 8300 The inner and outer hoisting platforms 8200 and 8300 are fixed to each other and the inner hoist frame 8230 is installed below the hoist halves 812 at both ends of the inner hoist frame 8200, Coupled with the inner outer platform 8200 by a line 8240

The outer side elevating platform 8300 is installed on the opposite side of the inner side elevating platform 8200 and is wider than the width of the outer bridge pivotal gravity combined power generating control line 900 and equal to the number of the inner side elevating platform 8200, And a plurality of external platform horizontal beams 8400 are provided on the side of each of the outer side elevating platforms 8300 and the inner side elevating platform 8200 so as to be fixed to the respective outer sides of the elevating platforms 8300. [ Fixing reinforcement of the platform 8300 and the internal external platform 8200 and fixing the external external platform by installing the external external platform (8330) at the bottom of the external underwater platform (412) at both ends of the external external platform (8300) In combination with the outer external platform 800 with a line (8340)

Floating bar lifting platform (340) and floating bar lifting groove (340) and floating bar lifting groove of the outer pier hydro combined lifting bar (9300) equipped with an external pier lifting frame (303) in the combined hydropower system (9000) When the 350 approaches the inner outer platform groove 8210 and the outer outer platform groove 8310 of the inner outer platform 8300 of the outer pier elevating device 8000, respectively, the moving convex part 8500 is inserted and the buoy lifting platform fixture ( 330 with a movable iron part cover 8600 and installing an outer bridge pier gravity composite power generation wire 9300 inside the outer side elevating bar 8300. [

29 shows an offshore pier hydraulic gravity combined-cycle power generation system barge 9300 installed on the barge-turning road outer pier elevation device 8000 in the sea water direction of the tide 423 To produce power 517 as shown in FIGS. 13 and 14 and to switch the direction of the outer pier gravity combined-cycle power generation system barge 9300 before becoming the tide 424

The movable iron part cover 8600 mounted on the outer pier hybrid power generation system barge 9300 is removed and the inserted movable iron part 8500 is fixed to the upper part of the inner outer pier elevator shaft 8200 and the outer elevator shaft 8300 When the left and right screw motors 5310 and the right and right screw motors 5320 are operated by adjusting the strength and weakness, the external pier gravity power generation system barge 9300 installed on the left and right sides is moved to the outside of the external pier platform 8000. Move and turn to change the direction of the external pier hydro combined cycle system 9300, and the buoy lift up and down groove 320 and the buoy lift base groove 340 of the external pier hydro combined cycle system 9300 When the 350 approaches the inner outer lifting platform 8200 and the outer outer lifting platform 8300, insert the moving convex 8500 down and install the respective moving convex cover 8600 on the buoy elevating platform 330 to lift the outer pier. External pier hydrogravity composite to device 8000 When the entire system bar 9300 is installed, the process of producing power 517 is repeated along the water flow direction 420 of the reflow 424 as shown in FIGS. 13 and 14.

FIG. 30 illustrates a water vehicle frame 1000 in which each water cart 1100 composed of an aberration 1200 and an aberration roller 1300 is coupled to an aberration connecting rod 1400.

The aberration orbit circulating power system 3000 mounted and coupled to the outer orbit rail 2110 and the inner orbit rail 2210 of the orbital circulation frame 2000 including the outer orbit 2100 and the inner orbit 2200.

Rotational power generation in the power generation room 4100 of the aberration orbit circulation infinite power module 100 of the buoyancy track system 4000 which is composed of the power generation room 4100 and the hull 4200 coupled to and fixed to the orbital circulation frame 2000 hollow A combined power generation system 5000 including the facility 5100 and the linear power generation facility 5200 is installed

When the new pier lifting platform 301 is mounted on the waterline 401 of the hull 4200 of the hydro combined power system barge 9000, it becomes the new pier hydro combined power system barge 9100 and the existing pier lifting platform Gravity combined-cycle power generation system barge 9200 and the outer pier-type gravity combined-cycle power generation system barge 9300 are installed at the respective piers

The new pier hoisting device 6000, the existing pier hoisting device 7000 and the external pier hoisting device 8000 is also a mechanism.

The door 600, the window 610, and the pump 4240 are mounted on the inside or outside of the orbit circulation box 4000 as needed to facilitate the entry and exit of personnel and materials.

It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims. Includes changes in scope.

100 - aberration circulation power module
200 - Underwater Orbiter Junction 210 - High Orbiter Junction Before
220 - Award orbit frame Junction 230 - Low orbit frame Junction
300-Floating Platform
301-New Pier Piers 302-Existing Pier Piers
303 - Boat lifting frame for external piers
310-buoy fixed iron
311-Barbed Fixed Iron Shaft 312-Barbed Fixed Iron Hoop
320-Buseon Lift Daebu 330
340 - barge platform hoisting platform 350 - barge hoisting platform
400 - Waterline 401 - Waterline
410 - Underwater 411 - Award
412 - Numbers Stop Half
420 - Water flow direction 421 - Upstream
422 - downstream 423 - tide
424 - Low tide
430 - influent 431 - effluent
500 - Total kinetic energy 501 - Direction of movement of kinetic energy
502 - energy absorption rate
510 - Surplus energy 511 - Electrical energy
512 - Flow velocity energy 513 - Gravity energy
514-Electromotive Force 515-Magnetic Field
516-Current 517-Power
520 - Flow rate 521 - Flow rate
530 - Gravitational acceleration 531 - Gravity direction
540 - High Orbit Frame Slope 541 - Low Orbit Frame Slope
542 - Slope constant
550 - Axial bearing (not shown in the drawing)
600-Door (not shown) 610-Window (not shown)
1000 - number of carriage frame
1010 - Underwater water borrowing frame 1010 '- Underwater water borrowing frame kinetic energy
1011 - Underwater Number Bogie Frame Gross Weight
1020-High Water System 1020 '-High Water System
1021-High Water Wheel Total Weight 1022-Energy Forward High Water Wheel
1023-Energy Reverse High Water Chance
1030-Waterstable Chassis 1030 '-Waterstage Chassis Kinetic Energy
1031-Gross Weights
1040-Low Water System 1040 '-Low Water System
1041-Low Water Tank Gross Weight
1050-Sub-Chain Centerline
1100 - Wed carriage
1200 - aberration
1210 - aberration face plate 1211 - rail groove
1212-water outlet
1220-Axle Inner Plate 1221-Roller Shaft Groove
1222 - Piece Bolt Home
1230-Outer plate 1231-Roller football
1232 - Piece of bolt
1240-Aberration Top 1241-Moving Spheres
1250-Undercarriage 1251-Undercarriage
1260 - Su Chaki
1300 - Auricle Roller 1310 - Roller Bearing
1320 - Bearing sphere 1330 - Bearing shaft
1400-aberration connector 1410-connector
1420-Connecting groove 1430-Piece bolt
2000-Orbital Cycle 2000 '-Orbital Frame
2010-Underwater track 2010 '-Underwater track kinetic energy
2011-Underwater track frame weight 2012-Underwater track frame volume
2020-High Orbit 2021-Energy Forward High Orbit
2022-Energy Reverse High Orbit Frame 2023-High Orbit Frame Height
2030 - Award winning ornamental frame 2031 - Award winning ornamental frame height
2040 - low orbital frame 2041 - low orbital frame height
2050-Orbital frame centerline
2100 - Outer track 2110 - Outer track rail
2120 - Outer track plate 2130 - Outer track beam
2140 - outer plate 2150 - outer inlet
2160-external outlet
2200-Internal track 2210-Internal track rail
2300 - Rail cover
3000-Aberration track power system 3000 '-Aberration track power frame
3010-Aberration Orbit Circulation Power Center Line
4000 - Buoyant track cradle system 4000 '- Buoyant track cradle
4100 - Power generation room
4110-Outer track plate 4111-Outer track chain population
4112 - Track fasteners
4120-Orbiter beams 4121-Orbital beam beam vents (not shown)
4130-Inner track 4131-Inner track
4140-Orbital Pillars
4200 - Hull
4210-Foreign Body 4211-Foreign Beam
4212-Foreign body gate device 4213-Fallopian tubes
4214-Fallopian Tube Beam 4215-Foreign Body Screen
4220-Scrap 4221-Scrap
4222-Bump Gate 4223-Bump Screen
4230 - Hull shell 4240 - Pump (not shown in the drawing)
4300-Anchor 4310-Anchor winch
4320-Anchor File 4330-Anchor
5000 - Combined power generation system
5010-Rotary Generator 5020-Linear Generator
5030-Combined Inverter Control Output
5100 - Rotary power plant
5110-Power Conversion Unit 5111-Switching Gears
51111 - Convertible chain gear teeth 51112 - Convertible chain gear axes
51113 - Attachment chain 51114 - Attachment
5112-Increase Gear 5151-Increase Gear
5112 '-High Speed Bevel Gears 51121'-High Speed Bevel Gears
5113-Subordinate Gear 51131-Subordinate Gear
5113 '-Subordinate bevel gear 51131'-Subordinate bevel gear
5120-Power Train 5121-Neutral
5122-Low Speed 5123-Ultra Low Speed
5124 - High Speed
5200-Linear Power Plant
5210-Mover 5211-Mover Permanent Magnet
5220-Stator 5221-Stator Housing
5222-Stator permanent magnet 5223-Commutator
5224 - Conductor coil 5225 - Brushes
5226-powerline
5300-Electric Screw Motors
5310-Left-Hand Drive Screw Motor 5320-Right-Hand Drive Screw Motor
6000-New Pier Lift
6100 - New pier 6110 - New pier foundation
6200-Pier Platform 6210-Pier Platform Home
6300-Track type platform 6310-Track type platform
6311-Track-type lifting platform fixed steel shaft 6312-Track-type lifting platform fixed steel shaft
6320-Orbital Lift Platform Fixtures 6330-Orbital Lift Platform Fixtures
6340-Track type platform grooves 6350-Track type platform grooves
7000-Existing Pier Lift
7100 - Existing bridge pier 7110 - Existing bridge pier foundation
7200-External Lift 7210-External Lift
7220-External platform fixed beam 7230-External platform fixed beam
7240-External lifting platform fixing line 7250-External lifting platform
7300-Rod type platform 7310-Rod type platform
7311-Rod Lifts, Fixed Steel Shafts 7312-Rod Lifts, Fixed Steel Shafts
7320-Rod Type Rise Stops 7330-Rod Type Rise Stops
7340-Rod-type lifting platform groove 7350-Rod-type lifting platform groove
8000-External Pier Lift
8100-Pier 8110-Pier Foundation
8200-Inner External Lift 8210-Inner External Lift
8220-Inner External Lift Vertical Beam 8230-Inner External Lift
8240-Internal External Lift Straps
8300-External External Platform 8310-External External Platform
8320-External External Lift Vertical Beam 8330-External External Lift
8340-External External Lifting Straps
8400-Outside Platform Beam
8500 - Moving iron part 8510 - Iron shaft
8520-Hoop
8600 - Mobile cover part cover 8610 - Movable cover pin
8620-Moving Cover Plate
8700 - Fixed convex cover 8710 - Fixed cover pin
9000-Floating power generation system
9100-new bridge piers
9200 - Conventional pier gravity combined power generation system barge
9300 - Exterior pier gravity combined power generation system barge
9400 - New bridgehead gravity combined power generation system
9500 - Existing bridged gravity combined power generation system
9600 - Exterior pier gravity combined power generation system

Claims (11)

The aberration frame 1000 coupled to the aberration key 1260, the mover 5210, and the aberration connector 1400 is manufactured to the aberration 1200.
The outer track rail 2110 and the inner track rail 2210 of the track circulation frame 2000 constituted by the outer track 2100 and the inner track 2200 and having the multi-stage inflow module 2400 installed in the underwater track frame 2010 And a coupled aberration track circulation power system 3000
In addition, the power generation chamber 4100 and the hull 4200 are coupled to and fixed to the orbital circulation frame 2000 in the buoyancy track system 4000 of the aberration orbital circulation infinite power module 100 of the power generation room 4100
Combined power generation system (9000) characterized in that the composite power generation system (5000) equipped with a rotary power generation facility (5100) and a linear power generation facility (5200) is installed.
The method of claim 1, wherein
Underwater combined cycle power generation system (9000) to obtain orbital circulation infinite power to produce power (517)
The required power generation capacity, that is, the amount of power energy 511 to be produced, is determined by examining the river or sea flow velocity 520, the flow rate 521,
First, the unit weight of water multiplied by the horizontal and vertical heights of the underwater track frame (2010) than the sum of the total underwater weight (1011), the high total water frame total weight (1021) and the generator rotor weight (6320) The underwater track frame weight (2011) value multiplied by sets the size of the underwater track frame (2010) to be large.
Second, the underwater submerged chassis kinetic energy (1010 ') or the underwater submerged vehicle kinetic energy (1030') value is higher than the high underwater submerged kinetic energy (1020 ') value. The length and the slope of the frame 1030 and the height and the slope of the high water frame 1020 are set.
Third, + Underwater track kinetic energy (2010 ') or + Underwater chassis kinetic energy (1010')-High subwater vehicle kinetic energy (1020 ') + Water subwater vehicle kinetic energy (1030') + Low water cart The frame kinetic energy 1040 '= the surplus energy 510 is set larger than the value obtained by converting the generation opportunity electron weight 6310 to energy.
Fourth, the width of the buoyancy circulation box 4000 'is set such that the waterline 401 of the hydrodynamic orbital circulation power generation system 6000 becomes the rear surface of the buoyancy circulation box 4000', that is, the upper end of the underwater orbital frame 1010. .
Fifth, since the inner width of the orbital circulation frame 2000 of the aberration orbital circulation power system 3000 is greater than the width of the aberration 1200, a standard is set so as not to impede the flow of the flow velocity 520 to the outer sides of the aquatic orbital frame 1010. .
The aberration track circulation system 2000 of the aberration track circulation power system 3000 satisfying the above factors and the hydraulic track circulation system 2000 of the aberration orbital circulation infinity power module 100 based on the design and manufacture of the water balance framework 1000 As a combined power generation system 6000
The value of the number of bogie frame kinetic energy 500 of the number bogie frame 1000 shown in the figure is the sum of the kinetic energy 1010 'of the water underwater and the kinetic energy 1020' (1030 ') + low water column kinetic energy (1040') = surplus energy (510)
+ Energy of the underwater orbital frame (2010 ') = (weight of the underwater track (2011) - weight of underwater water frame (1011)) x velocity of the water (520) x energy absorption rate (502) ') = Apply the higher value of the total subsea vehicle total weight (1011) x flow rate (520)
-High water frame kinetic energy (1020 ') = High water frame total weight (1021) x gravitational acceleration (530) x high track frame height (1023) x high track frame tilt (540) x gradient coefficient (542)
+ Receiving water kinetic energy (1030 ') = gross weight of water receiving water frame (1031) x gravity acceleration (530) x height of water orbiting frame height (1031) x water orbital inclination (541) x gradient coefficient (542)
+ Low number of bogie frame kinetic energy (1040 ') = Low number of bogie frame gross weight (1041) x Gravity acceleration (530) x Based on calculation of low orbital frame height (1041)
By calculating the total energy (500) to calculate the surplus energy (510) value to calculate the facility power energy (511) value
Here, the slope coefficient 542 is a constant defined as 0.5 based on the length 1 and the height 1
For length> height, calculate as (height / height) * gradient constant (542)
For length <height - 1 - ((length / height) * slope constant (542))
The energy absorption rate 502 is a coefficient obtained by experiments. The efficiency of the gears and the generators are applied to the hydrodynamic energy according to the flow velocity 520, which is absorbed as kinetic energy and converted into underwater track kinetic energy 2010 '. The efficiency water absorption rate 502 may be included
The aberration circulation power system (3000) is designed and manufactured so that the aberration circulation power system (2000), the water conveyance box structure (1000) and the buoyancy circulation box (4000 ' Hydropower Combined Cycle Power System (9000)
The method according to claim 1 or 2, wherein
The rotary power plant 5100 has a total kinetic energy 500 such that the aberration key 1260 of the water cart 1100 of the aberration track circulation power system 3000 continuously maintains the attachment 51114 of the attachment chain 51113 at a constant speed. And the transmitted power is transmitted to a speed increasing bevel gear 5112 'which is mounted on the same axis as the gear shaft 51112 which is a change-over gear When the speed increase bevel gear gear 51121 'and the subordinate bevel gear gear 51131' are engaged and the subordinate bevel gears 5113 'rotate, the power transmission device 5120 is neutral. 5210, the rotary power generator 5010 stops and controls the low speed 5122, the ultra low speed 5120 and the high speed 5124 according to the influence of the summer, the rainy season and the typhoon, Rotary power generation equipment (510) characterized in that to produce 0)
The method according to claim 1 or 2, wherein
The linear power generation facility 5200 is constructed such that the total kinetic energy 500 is continuously supplied to the orbiting circulation frame 2000 at a constant speed by the mover 5210 mounted on the upper end of the water bogie 1100 of the aberration circulation power system 3000 While circulating with each other and intersecting with the stator (5220) mounted on the top of the water orbit (2030)
The stator 5220 is a conductor coil 5224 of the commutator piece 5223 when the magnetic field 515 intersects with the moving magnet permanent magnet 5211 of the mover 5210 by constantly acting from the N pole to the stator permanent magnet 5222. Wherein the electromotive force generating unit generates the electromotive force and the current generating unit generates the electromotive energy by flowing the current to the power line through the brush.
A new pier elevator 6000 for use in a new pier 6100, which is constituted by a pier elevator 6200 and a trajectory elevator 6300,
The existing pier elevator 7000 to be used for the existing pier 7100, which is constituted by the external elevator platform 7200 and the bar-like elevating platform 7300,
An outer pier elevator 8000 for use in the outer pier 8100, which is constituted by an inner outer elevator shaft 8200 and an outer elevator shaft 8300,
Buoy fixed steel part 310, buoy lifting platform steel buckle 320, buoy lifting platform fixing hole 330, buoy lifting platform steel groove 340 and buoy lifting platform groove 350 is formed, characterized in that )and
Buoy lifting platform steel buoy 320, buoy lifting platform fixing 330 and buoy lifting platform groove 340 and buoy lifting platform 350 is characterized in that the existing pier lifting frame 302 is formed
And an external pier lifting platform 302, characterized in that the buoy lifting daebu 320 and buoy lifting daejeonggu 330 and the buoy lifting daebong 340 and the buoy lifting daewoo 350 is formed
In paragraphs 1 and 6
The new bridgehead elevation frame 301 is mounted on the water line 401 of the hydrographic combined power generation system barge 9000 and the new bridgehead gravity combined-
Gravity hybrid electric power generation system barriers (9200), characterized in that an existing bridge piercing elevator frame (302) is mounted on a water line (401) of a hydrographic combined power generation system barge (9000)
And an elevating frame 303 for an external bridge bridge is mounted on the water line 401 of the hydrographic combined power generation system barge 9000. The outer bridge bridge gravity combined-
In paragraphs 5 and 7
The new bridge pier hybrid power generation system barge 9100 is connected to the new bridge pier elevator 6000 by using the movable iron portion 8500 of the new bridge pier elevator 6000, the movable iron portion cover 8600 and the fixed iron portion cover 8700. [ New piers hydro combined cycle system barge system 9400, characterized in that installed on the track type platform 6300
The existing pier gravity composite power generation system barge 9200 is connected to the existing pier elevator 7000 by using the movable iron portion 8500, the movable iron portion cover 8600 and the fixed iron portion cover 8700 of the existing pier elevator 7000 Existing pier hydropower combined cycle system barge system (9500), characterized in that installed on the rod platform (7300)
The inner pier lifting platform 8300 of the outer pier lifting device 8000 using the moving bridge portion 8400 and the moving cover portion 8600 of the outer pier gravity power generation system barge 9300 External pier hydro-gravity power generation system barge system (9600), characterized in that installed on the outer external lifting platform (8300)
In claim 7,
The new bridge pier hybrid power generation system line 9100 produces the power 517 along the water flow direction 420 of the tide 423 when it is at sea and the power 517 is generated before the tide 424, In order to divert the bridge hydropower generation system barge 9100
The movable iron cover 8600 and the fixed iron cover 8700 mounted on the new pier elevator frame 301 of the new pier elevator 6000 are removed and the inserted iron frame 8500 is removed to remove the left electric screw motor 5310) and right-hand screw motors 5320 are operated by adjusting the strength and weakness, and gradually move the new pier hydroelectric power generation system barge (9100) installed on the left and right side in the opposite direction. The barge elevating steel shunt 320, the barge elevating steel groove 340, and the barge elevating groove 350 of the system barge 9100 are changed in the direction as the position of the newly established pier hydrostatic power generation system barge 9100 is changed to the track type. When the trajectory shaped steel iron portion 6320 of the platform 6300 approaches the tracked platform convex groove 6340 and the trajectory platform lift groove 6350, the movable iron portion 8500 is inserted into each of the tracked platform elevator fixture 6330 Each of the movable iron part covers (86 00) and a fixed convex portion cover 8700 are installed and the pier-type hydrographic combined-cycle power generation system barge 9100 is installed in the new pier elevation device 6000, New piers hydro combined cycle power generation system barge equipment system 9400, characterized in that the process of producing power 517 is repeated as shown in FIG.
In paragraph 7
When the existing pier water gravity power generation system barge 9200 is at sea, the electric power 517 is produced along the water flow direction 420 of the high water 423 as shown in FIGS. 13 and 14 and before the ebb 424 becomes In order to change the direction of the bridge water power generation system barge 9200
The movable iron part cover 8600 and the fixed iron part cover 8700 mounted on the existing pier elevator frame 302 of the existing pier elevator 7000 are removed and the inserted iron part 8500 is removed to remove the left electric screw motor 5310 and the right electric screw motor 5320 are operated by controlling the strength and the medicine, when the existing bridge pier gravity combined power generation system barge 9200 installed on the left side and the right side is gradually moved in opposite directions, The system barge 9200 is shifted in the opposite direction about the barbed platform fixed hardware 7310 mounted on one side of the bar rack 7300 and the sub racks of the existing bridging gravity combined- ) And the buoy lifting platform groove (340) and the buoy lifting platform groove (350) is approaching with the rod lifting platform (7320) and rod lifting platform groove (7340) and rod lifting platform groove (7350) The movable iron part 8500 is inserted into each of the bars, Existing pier lifting gravity power generation system barge (9200) is installed on the existing pier hoisting device (7000) by attaching the movable convex cover (8600) and the fixed convex cover (8700) to the large fastener (7330) and the buoy lifting platform (330). The process of producing the electric power 517 as shown in the thirteenth and fourteenth aspects is repeated along the water flow direction 420 of the ebb and flow trough 424. 9500)
In claim 7,
In the case of the offshore pier gravity combined cycle system 9300, at sea, the electric power 517 is produced along the water flow direction 420 of the high water 423 as shown in FIGS. 13 and 14 and before the ebb 424 In order to change the direction of the bridge-gravity hybrid power generation system barge 9300
The movable iron part cover 8600 mounted on the outer pier hybrid power generation system barge 9300 is removed and the inserted movable iron part 8500 is fixed to the upper part of the inner outer pier elevator shaft 8200 and the outer elevator shaft 8300 When the left electric screw motor 5310 and the right electric screw motor 5320 are operated by adjusting the strength and the medicine, the outer pier gravity combined power generation system barge 9300 installed on the left and right sides is moved outside the outer pier platform 8000 Move and turn to change the direction of the external pier hydro combined cycle system 9300, and the buoy lift up and down groove 320 and the buoy lift base groove 340 of the external pier hydro combined cycle system 9300 When the 350 approaches the inner outer lifting platform 8200 and the outer outer lifting platform 8300, insert the moving convex 8500 down and install the respective moving convex cover 8600 on the buoy elevating platform 330 to lift the outer pier. External pier hydrogravity composite to device 8000 Wherein the process of producing the electric power 517 as the thirteenth and fourteenth aspects is repeated along the water flow direction 420 of the tide 424 when the system barge 9300 is installed. System floating equipment system (9600)

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