WO2019156260A1

WO2019156260A1 - Multifunctional dam with power generation function

Info

Publication number: WO2019156260A1
Application number: PCT/KR2018/001626
Authority: WO
Inventors: 나성민
Original assignee: 삼화건설환경(주)
Priority date: 2018-02-07
Filing date: 2018-02-07
Publication date: 2019-08-15

Abstract

The present invention relates to a multifunctional dam with a power generation function. More particularly, the present invention relates to a dam comprising: a dam which restricts and stores a flow of river water and does not block the flow of water during rainy seasons; a floating deployment generator which floats and is deployed according to the water level in a power generating channel formed at one side of the river; and an upper bound depressurization fish way floodgate which is composed of multi-stage floodgates at the other side of the river and is reduced in pressure at an upper bound. The objective of the present invention is to control the flow of river water and fully unblocked the river water during rainy seasons to allow the river water to flow smoothly, to enable the generator provided at one side to generate electric power, and to allow fish to move freely through the upper bound depressurization fish way floodgate provided at the other side.

Description

Multifunction Dam with Power Generation

The present invention relates to a multi-function dam having a power generation function, and more particularly, in the dam, the flow of water is limited to the stream and stored in the river, and the rainy season does not cause river flow obstruction to the power generation channel formed on one side of the river and river It is equipped with the pre-injury development system that develops injuries according to the water level, and consists of a multi-stage sluice gate on the airway formed on the other side of the river. Its purpose is to allow the river water to flow smoothly and to enable smooth power generation through the power generation device provided on one side, and to allow the fish to move freely through the counter-pressure deodorant gate on the other side.

Another object of the present invention is to form a sedimentation index continuous in the river width direction on the stream upstream side of the buoyancy beam in the river, the sedimentation index by the buoyancy according to the level of the sedimentation index on any one or more sides of the buoyancy beam Equipped with a sedimentation basin that discharges the river water flowing into the sedimentation sedimentation index connected from the riverbed, the linkage complement is opened from the riverbed according to the river level so that the river maintains a certain level and the stream flows upstream. The purpose of the present invention is to prevent the malfunction of buoyancy beams caused by the sedimentation of soil by discharged through the sedimentation index through the soil sedimentation index.

In general, a dam is to maintain the water level on the upstream side of the river at a constant level to secure the water level so that the water can be collected.

In addition, the dam is to control the water flow during the flood to prevent damage to the downstream area due to the flood.

In addition, the water collected by the dam is used as power generation water as well as living water.

In addition, rivers with a certain level of water secured by dams are also used for the operation of cruise ships for the development of tourism resources.

However, the conventional dam has a problem in that the movement of fish is blocked and the ecological ring is disconnected.

In addition, the conventional dam has a problem that river flow does not flow due to the flow of the dam beyond the gate of the dam, causing sediment such as sediment, and not simply the natural river that is naturally formed by the river flow. This is just a stored vessel.

In addition, the conventional dam has a problem that the concrete structure to support the sluice is installed in the river, so that the concrete structure constituting the dam causes a failure during the flood period that requires the smooth flow of the river water, the stream does not flow smoothly .

Accordingly, the present invention is a problem that the conventional dam dams the movement of fish and the ecological environment is disconnected, the river flow is to flow over the dam's sluice does not cause river bed flow, causing problems such as sediment, As the white sand is not formed naturally due to the flow of the river, it is not a natural river but simply a vessel in which water is stored, and a concrete structure for supporting a flood gate is installed in the river, so a smooth flow of river water is required. The concrete structure constituting the dam during the flood caused the obstacles to solve the problem that the river flow is not smooth.

That is, the present invention is provided with a pre-injured predevelopment apparatus in which a dam is stored in a river by restricting the flow of water and in the rainy season, the river walk and the development channel formed on one side of the river do not cause river flow obstruction. And, it is characterized in that it is provided with a buoyancy power generation sluice which is opened at the entrance of the power generation waterway, and is composed of a multi-stage sluice on the oesophagus formed on the other side of the river, and has an offsetting depressurization sluice that is offset by the offset.

The present invention forms a soil sedimentation index continuous in the river width direction upstream of the river upstream side of the buoyancy beam, connected from the riverbed of the sedimentation index by buoyancy according to the level of the sedimentation index on any one or more sides of the buoyancy beam It characterized in that it is provided with a sedimentation basin to discharge the river water flowed into the sedimentation index.

The present invention is buoyancy and buoyancy support that is located on the upper side and the buoyancy beam guides the lifting of the beam from both sides of the buoyancy beam and the sedimentation support provided in the lower side of the buoyancy complement according to the buoyancy of the buoyancy complement Characterized in that it comprises one or more linkages to be pulled up and down by the traction force and the lifting hole for towing up and down the linking complement by the buoyancy lifting force of the buoyancy complement.

Therefore, the present invention is limited by the flow of water in the river and stored in the rainy season, by providing a pre-injured predevelopment device that is developed in accordance with the water level in the river channel and the power generation channel formed on one side of the river, In addition to storing and using water in the river, power is generated through the one-side power generation channel, which has the effect of generating power and using the river water.

In addition, the present invention forms a sedimentation index on the upstream side of the buoyancy beam and provided with a sedimentation branch discharged to the river water flowed into the sedimentation index, the sediment inflow to the upstream side of the link complement complement the sedimentation index through the sedimentation index It is to have the effect of preventing the malfunction of buoyancy beam due to sedimentation of the soil discharged to.

1 and 2 are exemplary views of rivers to which the present invention is applied.

3 is an exemplary view of a shutter beam according to the present invention.

4 to 8 are exemplary views of dam dams.

Figure 9 and Figure 14 is an illustration of a leaf lap beam according to the present invention.

15 to 17 are exemplary views of buoyancy beams.

18 to 20 are exemplary views of the buoyancy power generation gate.

21 to 26 is an exemplary view of the pre-buoyancy development device.

27 is an exemplary view showing another embodiment of the buoyancy beam according to the present invention.

28 is a side cross-sectional view according to FIG. 27.

29 is an exemplary cross sectional view according to FIG. 27.

30 and 31 show detailed views according to FIG. 27;

Hereinafter, described in detail by the accompanying drawings as follows.

The present invention is to store the river water to be used as water and to generate power, the terms or words used in the present specification and claims should not be construed as limited to the ordinary or dictionary meaning, the inventor is his own invention It should be interpreted as meanings and concepts corresponding to the technical spirit of the present invention based on the principle that the concept of terms can be properly defined in order to explain the best way.

Therefore, the embodiments described in the specification and the drawings shown in the drawings are only the most preferred embodiment of the present invention, and do not represent all of the technical idea of the present invention, which can be replaced at the time of the present application It should be understood that there may be various equivalents and variations.

That is, the present invention is a dam, in which the flow of water in the river is limited and stored in the rainy season is not developed injured in accordance with the water level in the power generation channel 520 formed on one side of the stream and rivers do not cause the flow of rivers The generator 510 is provided, and the buoyancy power generation gate 540 is opened at the inlet of the power generation channel 520 according to the water level.

Here, the river can be carried out by selecting any one of the upper open beam and buoyancy beam 300.

In the practice of the present invention, the upper open beam will be described as follows.

One embodiment of the upper open beam is formed by connecting the shutter bar to form a complement and is supported by hydraulic pressure by the holding column, it can be carried out by configuring the shutter (110) configured to be developed and opened by the elevating steel ball 130 It is.

The shutter bar may be formed by forming a narrow bar having a narrower upper and lower width than the front side at the rear side, and configured to have a vertical link binding at the front end side of the narrow bar.

The holding can be carried out by configuring a bopistone column 121 to protrude in multiple stages from the rear of the shutter bar to the lower phase.

The holding can be carried out by configuring the panda graph column 122 is projected in multiple stages from the rear of the shutter bar to the lower phase.

The holding column can be implemented as a change column 123 protruding downward from the rear of the shutter bar.

The change holder 123 includes a chain link connected by a chain pin and a folding support block 123a which protrudes toward the front of the chain link so that the chain link is not folded backward by hydraulic pressure.

Another embodiment of the upper open beam is to be developed by the holding bar is uniaxially deployed in one direction to support the hydraulic pressure, and configured to be developed and opened by the elevating steel ball 130, the road to cross the river at the opening of the beam It can be carried out by configuring a horizontal axis beam 210 to open the horizontal state to be formed.

The holding can be carried out by configuring a bar piston holding column 220 protruding in multiple stages from the bottom of the shutter bar to the lower phase.

The lifting means may be configured to be elevated by the cable lifting holes 230 provided on both sides of the upper open beam.

Hereinafter, in the practice of the present invention, the buoyancy beam 300 will be described.

The buoyancy beam 300 is composed of a buoyancy complementary 310 which is located at the lower end and is opened by buoyancy and the linking complementary 320 formed to be stepped to the rear of the buoyancy complementary 310.

The buoyancy complementary 310 is formed in the buoyancy chamber 311 at the top, the river water flows in the lower portion to form a buoyancy triggering chamber 312 to induce buoyancy and the river water level in the upper portion of the buoyancy triggering chamber 312 It is to form a river water inlet hole 313 to control the river water inflow level into the buoyancy induction chamber 312 to maintain a constant water level.

The linkage complementary 320 provided at the rear of the buoyancy complementary 310 is elevated by a connecting projection 331 provided at the lower end of the buoyancy complementary 310 and by the support jaw 332 provided on both sides of the beam frame. The height of descent is limited.

Hereinafter, in the practice of the present invention, the pre-floating development apparatus 510 will be described.

The pre-injured pre-developing device 510 is provided on both sides of the power generation channel 520 and is elevated in the buoyancy lifting guide portion 521 and the two side buoyancy lifting guide portion 521 formed to deepen the guide groove toward the top. The buoyancy lifting body 511, the variable wing aberration 512 mounted to the buoyancy lifting body 511 to be rotated by hydraulic pressure, and the guide groove of the buoyancy lifting guide portion 521 is extended to move according to the buoyancy rise And a generator bar 513 which is provided at one side of the buoyancy lifting body 511 to develop the variable wing aberration 512 and is electrically coupled with the variable wing aberration 512 to generate power. It is.

The buoyancy power generation gate 540 is provided with a buoyancy body 541 in the upper portion, the river water flows in the lower portion to form an open induction chamber 542 to induce buoyancy opening, and the upper portion of the open induction chamber 542 Only when the water level is above a certain level, the power generation water inflow hole 543 is formed so that the power generation water inflow level into the open induction chamber 542 is adjusted so that the power generation water flows into the power generation channel 520.

On the other hand, in another embodiment of the present invention, one side of the buoyancy beam 300 is composed of the sedimentation index 351 and the needle tip 352, the buoyancy beam 300 and the needle tip 352 is buoyancy complement (310) can be configured and implemented in conjunction with complementary complement and boulder steel ball.

Here, the buoyancy beam 300 is composed of the frame and buoyancy complement 310, the linkage complement and the boulder is provided in the central portion of the river is to be opened from the riverbed by the buoyancy according to the level of the river.

In addition, the earth sedimentation index passage 351 is formed in a channel of a height lower than the river bed in the stream width direction on the stream upstream side of the river upstream side of the buoyancy beam 300.

In addition, the sedimentation basin 352 is a river water flowed into the sedimentary sedimentation index 351 connected from the bottom of the sedimentation index by buoyancy according to the water level of the sedimentation index on one or more sides of both sides of the buoyancy beam 300 To discharge.

In addition, the buoyancy linkage constituting the buoyancy beam 300 and the needle tip 352 is composed of a beam frame, buoyancy complement 310, linkage complement and the boulder ball.

The beam frame is provided on both sides of the river or waterway, and a guide groove for guiding the ascension of the buoyancy complement 310 and the linkage complement is formed on the inner surface and the pinion gear 342 shaft and the lift wheel shaft supporting the lift hole on the upper side. It is provided.

The buoyancy complementary 310 is installed on the surface of the river is composed of a buoyancy box body made of a box shape to be elevated by buoyancy.

The linkage complement is provided with two or more to be sequentially stacked on the lower portion of the buoyancy complement 310 and is formed to overlap with the buoyancy complement 310 when buoyancy opening.

Lobe binding portion for binding of the open opening rope (343) is formed on the top of the linkage complement.

The bobbin steel ball is to pull open the linkage complementary to the buoyancy rise of the buoyancy complement (310).

The lifting gear is a rack gear 341 that is provided so as not to be immersed between the rack gear 341 and the guide frame 330 is provided so as not to be immersed in the upper end of the buoyancy complement (310). It is composed of a pinion gear 342 to be engaged and rotated, a lifting wheel that is rotated in rotation with the pinion gear 342 and a bore opening rope 343 wound around the lifting wheel to pull the linkage complement.

On the other hand, the lifting wheel is composed of the first lifting wheel (344a) and the second lifting wheel (344b) to the first associated complement 320 and the second connected complement 320 according to the lifting of the buoyancy complement (310) ), The lifting height ratio of 1) is composed of two or more so as to lift and tow at 1: 2: 4.

In addition, the buoyancy complement 310 and the linkage complement can be carried out with a guide roller 345 for smooth lifting.

On the other hand, another embodiment of the present invention is the pumping device 610 provided in the pumping channel formed on one side of the stream and rivers and rivers that do not cause the river flow obstacle in the rainy season is stored by restricting the flow of water in the river, the pumping device The freshwater vertebrae 620 for storing the pumped water in the 610, the descent control port for controlling the falling of the freshwater vertebrae 630, the open towing cable 640 connecting the main beam of the fresh water and the stream bore It can be done by.

The freshwater cone 630 stores the water pumped by the pumping device 610 to form open-open potential energy, and the drop is controlled by the suppression lowering control unit provided in the beam frame.

The suppression lowering control unit is operated by a signal input from the outside during the heavy rain by the battery power to lower the freshwater vertebrae to open the river walk by the open towing cable 640.

On the other hand, the river can be carried out by configuring the pinion gear shaft 651 is rotated by the open towing cable 640 and the gear size gear 652 is meshed with the pinion gear shaft 651.

In addition, the charged beam is composed of the main rack beam (661) and driven rack beam 662, the driven rack beam, the pinion shaft 651 is composed of a gear having a number of different modulus of the main rack beam After opening, driven lacquer is configured to open sequentially.

In addition, the river beam is composed of an interlocking steel beam 663 which is opened by the opening of the main rack beam 661 and the main rack beam 661.

Hereinafter, the operational effects of the present invention will be described.

In the dam as described above, before the pre-injured development before the development of the water in the river and limited to the river in the rainy season, the river can not be caused by the river flow obstacle and the development channel 520 formed on one side of the river in accordance with the water When the apparatus 510 is provided, and the buoyancy power generation gate 540 is opened at the inlet of the power generation channel 520 to be opened according to the water level, the river water is stored and used as necessary, and the river is completely filled in the rainy season. By opening the rivers, the streams flow smoothly to the downstream to prevent damages to the surrounding areas due to the flooding of the rivers, and increase according to the level of the rivers.

On the other hand, in the implementation of the present invention, if the buoyancy power generation gate 540 is provided in the power generation channel 520, the power generation water is introduced only when the river water is above a certain level to prevent waste of the river water in the dry season The constant power is generated by supplying the power of a certain level to the water channel 520.

In addition, as shown in another embodiment of the present invention as described above, one side of the buoyancy beam 300 comprises a sedimentation index 351 and a needle support 352, the buoyancy beam 300 and the needle support 352 ) Is composed of buoyancy complementary 310 and the linkage complement and the boulder ball, the linkage complement of the buoyancy beam 300 is open from the riverbed according to the water level of the river, the stream maintains a certain level and the flow of the river It is composed of flows to prevent sedimentation and is not interrupted by the stream's ecological environment.

In addition, the present invention is the sedimentation of the riverbed through the sedimentation index road 351 formed in front of the upstream side of the buoyancy beam 300 flows along with the river water, the earth and sand introduced into the soil sedimentation index 351 from the riverbed It is to prevent the malfunction of the buoyancy beam 300 due to the sediment of the sediment discharged downstream by the linkage complement of the buried buried sedimentation support 352.

In addition, the present invention is the lifting device is provided so as not to be submerged between the rack gear 341 and the both side guide frame 330 is provided with a protruding upwards so as not to be submerged in the upper end of the buoyancy complement (310). Pinion gear 342 to be engaged with the rotation gear 341, the pinion gear 342 and the bobbin opening rope which is rotated by the electric coupling with the pinion gear 342 and the bogie opening rope to draw the linkage complement (343) When the configuration is performed in accordance with), the rack gear 341 and the pinion gear 342 are not submerged in accordance with the buoyancy lift of the buoyancy complement 310 to prevent contamination and damage caused by the river floats. Opening and closing of the linkage complement according to the buoyancy lifting operation is made smoothly.

In addition, in the practice of the present invention, the linkage complement is composed of the first linkage complementary 320 and the second linkage complementary 320 and the lifting wheel is the first lifting wheel (344a) and the second lifting wheel ( 344b) and the pinion gear 342 so that the lifting height ratio of the first link complement 320 and the second link complement 320 according to the lift of the buoyancy complement 310 can be lifted and pulled to 1: 2: 4. When the second lifting wheel is rotated by two rotations and the first lifting wheel is rotated by four rotations for one rotation, the first linkage 320 may be used according to the buoyancy lift of the buoyancy holder 310. 2) the second linked complement 320 is sequentially lifted operation is to open and close the beam stably according to the buoyancy.

In addition, in the practice of the present invention, the buoyancy retaining 310 and the linkage complement is provided with a guide roller 345 for smooth ascent lifting is to make the lifting of the beam smoothly.

Claims

In the dam;

It is provided with a pre-injured predevelopment apparatus 510 which is developed in accordance with the water level in the river canal and the power generation channel 520 formed on one side of the stream does not cause the river flow obstacle in the rainy season, and stores the restricted water flow in the river, It is provided with a buoyancy power generation sluice 540 which is opened at the inlet of the power generation channel 520 according to the water level, and is provided with a multi-stage water sluice formed on the other side of the river, and has an offsetting deodorization sluice gate that is offset by pressure.

The river beam is configured to select any one of the upper open beam and buoyancy beam (300);

The pre-injured pre-developing device 510 is provided on both sides of the power generation channel 520 and is elevated in the buoyancy lifting guide portion 521 and the two side buoyancy lifting guide portion 521 formed to deepen the guide groove toward the top. The buoyancy lifting body 511, the variable wing aberration 512 mounted to the buoyancy lifting body 511 to be rotated by hydraulic pressure, and the guide groove of the buoyancy lifting guide portion 521 is extended to move according to the buoyancy rise A generator 530 which is provided on one side of the buoyancy lifting body 511 and is electrically coupled with the variable wing aberration 512 to generate power;

The buoyancy power generation gate 540 is provided with a buoyancy body 541 in the upper portion, the river water flows in the lower portion to form an open induction chamber 542 to induce buoyancy opening, and the upper portion of the open induction chamber 542 Multi-function having a power generation function characterized in that the power generation inlet hole 543 is formed so that the power generation water inlet level to the open induction chamber 542 is adjusted so that the power generation water into the power generation channel 520 only when the water level is above a certain level. dam.
The method of claim 1;

The upper open beam is formed by connecting the shutter bar to form the complement and is supported by the hydraulic pressure by the holding column, and constitutes the shutter (110) configured to be developed and opened by the lifting rod 130,

The shutter bar is a multi-functional dam having a power generation function, characterized in that formed in the rear side narrow narrow bar up and down than the front side and configured to link up and down link at the front end of the narrow bar.
The method of claim 2;

Giving the above pussy

It is composed of a bopistone column 121 is projected in multiple stages from the rear of the shutter bar to the lower phase,

Consisting of the panda graph column 122 is projected in multiple stages from the rear of the shutter bar to the lower bed,

It consists of a change holder 123 protruding downward from the rear of the shutter bar, the change holder 123 is a chain link connected by a chain pin and the front of the chain link so that the chain link is not folded backward by hydraulic pressure. Multifunctional dam having a power generation function, characterized in that any one selected from the configuration consisting of a folded support block (123a) protruding.
The method of claim 1;

When the upper open beam is developed to be unfolded in one direction, the shutter bar is supported by hydraulic pressure, and is configured to be developed and opened by the elevating steel ball 130 so as to form a road that can cross the river when opening the beam. It consists of a lap-shaped beam 210 to open the state;

The holding column is a multi-function dam having a power generation function, characterized in that consisting of a bar piston holding column 220 protruding in multiple stages from the lower portion of the shutter bar.
The method of claim 1;

The buoyancy beam 300 is composed of a buoyancy complementary 310 which is located at the bottom end and is opened by buoyancy and the linking complementary 320 formed to be stepped to the rear of the buoyancy complementary 310,

The buoyancy complementary 310 is formed in the buoyancy chamber 311 at the top, the river water flows in the lower portion to form a buoyancy triggering chamber 312 to induce buoyancy and the river water level in the upper portion of the buoyancy triggering chamber 312 Forming a river water inflow hole 313 controlled by the river water inflow level into the buoyancy induction chamber 312 to maintain a constant water level;

The linkage complementary 320 provided at the rear of the buoyancy complementary 310 is elevated by a connecting projection 331 provided at the lower end of the buoyancy complementary 310 and by the support jaw 332 provided on both sides of the beam frame. Multi-function dam having a power generation function, characterized in that the descending height is configured to be limited.
The method of claim 1;

The sedimentation index (351) is formed continuously in the river width direction on the stream upstream side of the buoyancy beam (300), and buoyancy according to the level of the sedimentation index on any one or more sides of the buoyancy beam (300) Multifunction dam having a power generation function characterized in that it comprises a sedimentation support 352 for discharging the river water flowing into the sedimentation sedimentation index (351) connected from the bottom of the sedimentation index.
The method of claim 6;

The buoyancy beam 300 and the submerged support 352 is located on both sides of the beam frame and guides the lifting of the beam from both sides buoyancy buoy 310 and buoyancy lifting according to the water level of the river, of the buoyancy complement 310 It is provided with a lower side is characterized in that composed of one or more linking complement to be pulled up and down by the traction force according to the buoyancy lift of the buoyancy complement 310 and the lifting ball to pull up the linking complement by the buoyancy lifting force of the buoyancy complement (310). Multifunctional dam with power generation function.
The method of claim 7;

The lifting gear is a rack gear 341 that is provided so as not to be immersed between the rack gear 341 and the guide frame 330 is provided so as not to be immersed in the upper end of the buoyancy complement (310). And a pinion gear 342 that is engaged and rotated, a lift wheel that is electrically coupled with the pinion gear 342 to be rotated, and a bow opening rope 343 wound around the lift wheel to pull the linkage complement. Multifunctional dam with power generation function.
The method of claim 8;

The linkage complement is composed of a first linked complement 320 and a second linked complement 320 and the lifting wheel is the first linked complement 320 and the second linked complement 320 according to the lifting of the buoyancy complement (310). A second lifting wheel which is electrically engaged two rotationally with respect to one rotation of the pinion gear 342 and a first lifting wheel which is electrically engaged with four rotation so that the lifting height ratio of) Multifunctional dam having a power generation function, characterized in that configured.
The method of claim 8;

Multifunction dam having a power generation function, characterized in that the buoyancy complement 310 and the linkage complement is provided with a guide roller (345) for smooth lifting.
The method of claim 1;

A pumping device provided in a pumping channel formed on one side of the stream and the river in the rainy season does not cause the river flow obstacle in the rainy season, the fresh water stem to store the water pumped in the pumping device, the freshwater cone A multi-function dam having a power generation function, characterized in that it consists of an opening towing cable that connects the descent control sphere to control the descent of the freshwater cone and the river beam.
12. The method of claim 11;

The buoyancy complement and the complementary complement is configured to be bound by the rack pinion reduction gear unit to be interlocked open;

The rack pinion reduction gear unit is composed of a frame rack gear provided in the beam frame, a bore gear gear provided in each beam, and a deceleration gear unit meshed with the buoyancy complement bore gear gear to reduce engagement with the associated complement bore gear gear. Axial box dam.
12. The method of claim 11;

The freshwater cone stores the water pumped by the pumping device to form open-open potential energy, and the drop is controlled by the suppression lowering control unit provided in the beam frame;

The suppression lowering control unit is a multi-function dam having a power generation function, characterized in that operated by a signal input from the outside during the heavy rain by the battery power to the fresh water cones are lowered to open the river beam by the open towing cable.