CN115182311A - Dysmorphism flood control building dykes and dams - Google Patents
Dysmorphism flood control building dykes and dams Download PDFInfo
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- CN115182311A CN115182311A CN202210560198.3A CN202210560198A CN115182311A CN 115182311 A CN115182311 A CN 115182311A CN 202210560198 A CN202210560198 A CN 202210560198A CN 115182311 A CN115182311 A CN 115182311A
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- 206010066054 Dysmorphism Diseases 0.000 title claims description 4
- 230000007246 mechanism Effects 0.000 claims abstract description 48
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 238000003825 pressing Methods 0.000 claims abstract description 23
- 238000007667 floating Methods 0.000 claims abstract description 8
- 230000003139 buffering effect Effects 0.000 claims description 19
- 238000012423 maintenance Methods 0.000 claims description 12
- 230000003028 elevating effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000011384 asphalt concrete Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 230000001629 suppression Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/08—Machine or engine aggregates in dams or the like; Conduits therefor, e.g. diffusors
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Revetment (AREA)
Abstract
The invention discloses a special-shaped flood control building dam, which relates to the technical field of flood control dams and comprises a dam body, wherein a front side slope is arranged on one side surface of the dam body, a rear side slope is arranged on one side surface of the dam body, which is far away from the front side slope, a plurality of steps are arranged on the surface of the front side slope, a lifting mechanism is arranged on the surface of the front side slope, a wave pressing mechanism is arranged on the lifting mechanism, and a plurality of buffer mechanisms are arranged on the vertical surfaces of the steps at equal intervals. According to the special-shaped flood control building dam, the motor is controlled to be started, the height of the wave pressing plate can be adjusted, certain buoyancy can be provided through the floating block, the wave pressing plate can float upwards conveniently, the pressure of the motor is reduced, the height of the wave pressing plate is slightly higher than the water surface, the situation that the wave splash is splashed to the top due to water flow impact can be avoided, water flow impact can be greatly buffered through the steps, a plurality of groups of buffer mechanisms are arranged on the surfaces of the steps, and the impeller can rotate when being impacted by the water flow.
Description
Technical Field
The invention relates to the technical field of flood control dams, in particular to a special-shaped flood control building dam.
Background
The flood control dam is a dam which is built for preventing river water from flooding and endangering life and property safety of people, and the main materials are cement, concrete and the like. The construction of flood control dams serves as an important component of the construction of urban infrastructure and plays an important role in guaranteeing the development of urban economy. The flood control dam has the main functions of effectively resisting flood in the flood period and guaranteeing the life and property safety and normal production and life of downstream residents, and has great significance for regional economic development. In order to enhance the water-blocking strength of the dam, the dam is generally constructed with a front slope and a rear slope during the actual construction process, and the impact of water flow is relieved by the front slope.
The prior patent (publication number: CN 207079543U) discloses a special-shaped flood control dam, and relates to the technical field of dams. The asphalt concrete cut-off wall comprises a dam body, wherein a front side slope and a rear side slope are arranged on the dam body, the front side slope is an asphalt concrete cut-off wall, a sidewalk is arranged between the front side slope and the rear side slope, the front side slope is of a stepped structure, a plurality of conical blocks are arranged on a vertical structure of the stepped front side slope, the cross sections of the conical blocks are regular triangles, and the bottom surfaces of the conical blocks are circular. The inventor finds that the following problems in the prior art are not solved well in the process of realizing the scheme: the device adopts the conical block to resist the impact of water flow, so that the water flow disturbing effect is poor; the device does not protect against spray, the service life of equipment can be shortened after the device is impacted by the spray for a long time, and the device can also threaten workers on the dam; the conical block in the device is not detachable, and is very inconvenient to maintain and replace after being damaged by collision.
Disclosure of Invention
The invention mainly aims to provide a special-shaped flood control building dam which can effectively solve the problems in the background technology.
In order to achieve the purpose, the invention adopts the technical scheme that:
the utility model provides a dysmorphism flood control building dykes and dams, includes dykes and dams main part, a side surface of dykes and dams main part is equipped with the front slope, a side surface that the front slope was kept away from to the dykes and dams main part is equipped with the back side slope, the surface of front slope is equipped with a plurality of steps, the surface mounting of front slope has elevating system, the last unrestrained mechanism of pressure, a plurality of installing of elevating system the vertical face equidistance of step.
The lifting mechanism is used for controlling the wave pressing mechanism to lift according to the height of the water surface.
The wave pressing mechanism is used for pressing the surf.
The buffer mechanism is used for buffering water flow impact.
Preferably, elevating system includes hypotenuse board, slide rail, supporting shoe, slider and backup pad, the equal fixed mounting in the left and right sides that a side surface of front slope lies in the step has the hypotenuse board, two the equal fixed mounting in a hypotenuse board side surface has the slide rail, two equal slidable mounting has the slider on the slide rail, two the equal fixed mounting in a side surface of slider has the supporting shoe, two the screw thread runs through and installs the lead screw in the supporting shoe, two the equal fixed mounting in both ends surface of hypotenuse board has the backup pad, two the slide rail all rotates to be installed in corresponding two backup pads.
Preferably, two the top end of slide rail all runs through the backup pad and fixed the cover has been connect first bevel gear, the position fixed mounting that dykes and dams main part top surface is close to the front slope has two support frames, two rotate in the support frame and install the column spinner, the both ends of column spinner all fixed the cover have been connected second bevel gear, two second bevel gear and the meshing of the first bevel gear that corresponds are connected.
Preferably, the rotating column is fixedly sleeved with a first straight gear, the top surface of the dam body is fixedly provided with a motor, the output end of the motor is fixedly sleeved with a second straight gear, and the second straight gear is in meshed connection with the first straight gear.
Preferably, press unrestrained mechanism to include connecting plate, float piece and press the unrestrained board, two the common fixed mounting in one side surface that the slider was kept away from to the supporting shoe has the connecting plate, the fixed mounting in one side surface that the front slope was kept away from to the connecting plate presses the unrestrained board, the fixed mounting in one side surface of connecting plate has float piece.
Preferably, a dam crest channel is fixedly installed on the top surface of the dam body, and a protection mechanism is fixedly installed on the surface of one side, close to the lifting mechanism, of the dam crest channel.
Preferably, the protection mechanism comprises a cover plate, a handle and a maintenance plate, the cover plate is fixedly installed on the surface of one side of the dam crest channel, an empty slot is formed in the position, close to the motor, of the cover plate, the maintenance plate is installed on the empty slot in a hinged mode, and the handle is fixedly installed on the top surface of the maintenance plate.
Preferably, buffer gear includes base block, screw and hexagonal bolt post, one side fixed surface of base block installs hexagonal bolt post, hexagonal bolt post slides and runs through the vertical face of installing at the step, one side fixed surface that hexagonal bolt post was kept away from to the base block installs rotatory buffering attenuator, the fixed impeller that has connect of rotation end of rotatory buffering attenuator.
Preferably, a screw hole is formed in the top surface of the hexagonal bolt column, a screw penetrates through the horizontal plane of the step at a position close to the screw hole, and a bottom end of the screw is installed in the screw hole in a threaded manner.
Preferably, the thread directions of the two screw rods are opposite.
Compared with the prior art, the invention has the following beneficial effects:
1. the control motor is started to enable the second straight gear to drive the first straight gear to rotate, the two screw rods are driven to rotate in opposite directions through the second bevel gear and the first bevel gear, the two screw rods are opposite in thread direction, the two supporting blocks can ascend and descend simultaneously, the height of the wave pressing plate can be adjusted, a water level measuring device is installed in a dam in actual operation, the motor can be automatically controlled according to the actual water level, and the automatic adjustment of the height of the wave pressing plate can be achieved.
2. Can provide certain buoyancy through setting up the floating block, conveniently press the unrestrained board come-up, reduce the pressure of motor, set up and press the unrestrained board highly slightly to be higher than the surface of water, can avoid water impact to lead to the spoondrift top of splashing.
3. Be convenient for protect the equipment of bottom through setting up the apron, reduce to be exposed to the sun and drench, set up the handle and conveniently open the maintenance backplate and maintain interior equipment, set up the hexagonal bolt post and insert in the step, structural stability is better, through screw fixation buffer gear, maintains the dismantlement when making things convenient for the trouble.
4. Through the very big buffering rivers impact of step ability, set up multiunit buffer gear on the surface of step, the impeller receives rivers impact and can take place to rotate, and the pivoted energy is absorbed by rotatory buffering damper, and a plurality of impellers rotate and make rivers disturbed to realize the rivers buffering, the buffering effect is better, and rotatory buffering damper can be changed into the generator among the actual operation, and the generator can realize rivers electricity generation along with the rotation production electric energy of impeller.
Drawings
FIG. 1 is a schematic view of the overall structure of a special-shaped flood control dam according to the present invention;
FIG. 2 is a right-view structural diagram of a special-shaped flood control building dam according to the present invention;
FIG. 3 is a schematic perspective view of a special-shaped flood control building dam elevating mechanism according to the present invention;
FIG. 4 is a schematic perspective view of a special-shaped flood control dam wave pressing mechanism according to the present invention;
FIG. 5 is a schematic perspective view of a special-shaped flood control building dam protection mechanism according to the present invention;
fig. 6 is a schematic perspective view of a special-shaped flood control building dam buffer mechanism according to the present invention.
In the figure: 1. a dam body; 2. a dam crest channel; 3. a back side slope; 4. a lifting mechanism; 41. a bevel board; 42. a slide rail; 43. a support block; 44. a slider; 45. a support plate; 46. a screw rod; 47. a first bevel gear; 48. a second bevel gear; 49. a support frame; 410. a motor; 411. a first straight gear; 412. a second spur gear; 413. a spin column; 5. a step; 6. a screw; 7. a protection mechanism; 71. a cover plate; 72. a handle; 73. maintaining the guard plate; 8. a wave pressing mechanism; 81. a connecting plate; 82. a floating block; 83. pressing a corrugated plate; 9. a buffer mechanism; 91. a base block; 92. a screw hole; 93. a hexagonal plug pin; 94. a rotary cushion damper; 95. an impeller; 10. a front slope.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further explained by combining the specific embodiments.
As shown in fig. 1-6, a special-shaped flood control building dam comprises a dam body 1, wherein a front side slope 10 is arranged on one side surface of the dam body 1, a rear side slope 3 is arranged on one side surface of the dam body 1, which is far away from the front side slope 10, a plurality of steps 5 are arranged on the surface of the front side slope 10, an elevating mechanism 4 is arranged on the surface of the front side slope 10, a wave pressing mechanism 8 is arranged on the elevating mechanism 4, and a plurality of buffer mechanisms 9 are arranged on the vertical surfaces of the steps 5 at equal intervals.
The lifting mechanism 4 is used for controlling the wave pressing mechanism 8 to lift according to the height of the water surface.
The wave pressing mechanism 8 is used for pressing the surf.
The buffer mechanism 9 is used for buffering water flow impact.
In this embodiment, the lifting mechanism 4 includes inclined side plates 41, slide rails 42, support blocks 43, slide blocks 44 and support plates 45, the inclined side plates 41 are fixedly mounted on the left and right sides of the step 5 on the surface of one side of the front slope 10, the slide rails 42 are fixedly mounted on the surfaces of one sides of the two inclined side plates 41, the slide blocks 44 are slidably mounted on the two slide rails 42, the support blocks 43 are fixedly mounted on the surfaces of one sides of the two slide blocks 44, screw rods 46 are installed in the two support blocks 43 in a penetrating manner, the support plates 45 are fixedly mounted on the surfaces of two ends of the two inclined side plates 41, and the two slide rails 42 are rotatably mounted in the two corresponding support plates 45; the top ends of the two slide rails 42 penetrate through the support plate 45 and are fixedly sleeved with first bevel gears 47, two support frames 49 are fixedly installed at the positions, close to the front slope 10, of the top surface of the dam body 1, rotary columns 413 are rotatably installed in the two support frames 49, two ends of each rotary column 413 are fixedly sleeved with second bevel gears 48, and the two second bevel gears 48 are meshed with the corresponding first bevel gears 47; a first straight gear 411 is fixedly sleeved on the rotating column 413, a motor 410 is fixedly installed on the top surface of the dam body 1, a second straight gear 412 is fixedly sleeved at the output end of the motor 410, and the second straight gear 412 is in meshed connection with the first straight gear 411; the two screws 46 are threaded in opposite directions.
Specifically, the second spur gear 412 drives the first spur gear 411 to rotate by controlling the motor 410 to be started, the two screw rods 46 are driven to rotate in opposite directions by the second bevel gear 48 and the first bevel gear 47, the two support blocks 43 can simultaneously ascend and descend due to the fact that the thread directions of the two screw rods 46 are opposite, the height of the wave suppression plate 83 can be adjusted, a water level measuring device is installed in the dam in actual operation, the motor 410 can be automatically controlled according to the actual water level height, and the automatic adjustment of the height of the wave suppression plate 83 can be achieved.
In this embodiment, the wave pressing mechanism 8 includes a connecting plate 81, a floating block 82 and a wave pressing plate 83, the connecting plate 81 is fixedly mounted on the surface of one side of the two supporting blocks 43 away from the sliding block 44, the wave pressing plate 83 is fixedly mounted on the surface of one side of the connecting plate 81 away from the front slope 10, and the floating block 82 is fixedly mounted on the surface of one side of the connecting plate 81.
Specifically, set up floating block 82 and can provide certain buoyancy, conveniently press unrestrained board 83 come up, reduce motor 410's pressure, set up and press unrestrained board 83 height to be slightly higher than the surface of water, can avoid water impact to lead to the unrestrained splash top.
In this embodiment, a dam crest channel 2 is fixedly installed on the top surface of the dam body 1, and a protection mechanism 7 is fixedly installed on the surface of one side of the dam crest channel 2, which is close to the lifting mechanism 4; the protection mechanism 7 comprises a cover plate 71, a handle 72 and a maintenance plate 73, the cover plate 71 is fixedly installed on the surface of one side of the dam crest channel 2, an empty slot is formed in the position, close to the motor 410, of the cover plate 71, the maintenance plate 73 is installed on the empty slot in a hinged mode, and the handle 72 is fixedly installed on the top face of the maintenance plate 73.
Specifically, the cover plate 71 is arranged to facilitate protection of the bottom equipment, exposure to the sun and rain is reduced, and the maintenance plate 73 is arranged to facilitate opening of the handle 72 to maintain the internal equipment.
In this embodiment, the buffer mechanism 9 includes a base block 91, a screw hole 92 and a hexagonal plug pin 93, the hexagonal plug pin 93 is fixedly mounted on a surface of one side of the base block 91, the hexagonal plug pin 93 is slidably mounted on a vertical surface of the step 5, a rotary buffer damper 94 is fixedly mounted on a surface of one side of the base block 91, which is far away from the hexagonal plug pin 93, and an impeller 95 is fixedly sleeved on a rotating end of the rotary buffer damper 94; the top surface of the hexagonal bolt 93 is provided with a screw hole 92, a screw 6 is installed at the position, close to the screw hole 92, of the horizontal plane of the step 5 in a threaded mode, and the bottom end of the screw 6 is installed in the screw hole 92 in a threaded mode.
Specifically, through the very big buffering rivers impact of step 5 ability, set up multiunit buffer gear 9 on the surface of step 5, impeller 95 receives rivers impact and can take place to rotate, pivoted energy is absorbed by rotatory buffering attenuator 94, a plurality of impellers 95 rotate and make rivers disturbed, thereby realize the rivers buffering, the buffering effect is better, rotatory buffering attenuator 94 can change into the generator among the actual operation, the generator produces the electric energy along with impeller 95's rotation, can realize rivers electricity generation.
The working principle is as follows: the electrical components in the invention are externally connected with a power supply and a control switch when in use, the number of the whole device is increased according to the width of an actual dam when in installation, water flow impact can be greatly buffered through the step 5, a plurality of groups of buffer mechanisms 9 are arranged on the surface of the step 5, the impeller 95 can rotate under the water flow impact, the rotating energy is absorbed by the rotating buffer damper 94, the water flow is disturbed due to the rotation of the plurality of impellers 95, so that the water flow buffering is realized, the buffering effect is good, the rotating buffer damper 94 can be changed into a generator in the actual operation, the generator can generate electric energy along with the rotation of the impeller 95, so that the water flow power generation can be realized, the second straight gear 412 drives the first straight gear 411 to rotate through the control of the motor 410, the two screw rods 46 rotate along with opposite directions through the transmission of the second straight gear 48 and the first bevel gear 47, and the two support blocks 43 can simultaneously ascend and descend due to realize the adjustment of the height of the corrugated plate 83, the dam is provided with a measuring device in the actual operation, the motor 410 can be automatically controlled according to the actual height, so that the height of the corrugated plate 83 can be automatically adjusted; set up and float piece 82 and can provide certain buoyancy, conveniently press unrestrained board 83 come-up, reduce motor 410's pressure, set up hexagonal bolt post 93 and insert in step 5, structural stability is better, through the fixed buffer gear 9 of screw 6, maintain the dismantlement when making things convenient for the trouble, set up apron 71 and be convenient for protect the equipment of bottom, reduce the exposure to the sun and rain and drench, set up handle 72 and conveniently open maintenance board 73 and maintain internal plant.
The present invention relates to circuits, electronic components and control modules all of which are well within the skill of those in the art and, needless to say, the present invention is not directed to software and process improvements.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, but that various changes and modifications may be made without departing from the spirit and scope of the invention, and such changes and modifications are within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (10)
1. The utility model provides a dysmorphism flood control building dykes and dams, includes dykes and dams main part (1), its characterized in that: a front side slope (10) is arranged on the surface of one side of the dam body (1), a rear side slope (3) is arranged on the surface, far away from the front side slope (10), of the dam body (1), a plurality of steps (5) are arranged on the surface of the front side slope (10), a lifting mechanism (4) is installed on the surface of the front side slope (10), a wave pressing mechanism (8) is installed on the lifting mechanism (4), and a plurality of buffer mechanisms (9) are installed on the vertical surfaces of the steps (5) at equal intervals;
the lifting mechanism (4) is used for controlling the wave pressing mechanism (8) to lift according to the height of the water surface;
the wave pressing mechanism (8) is used for pressing the waves on the water surface;
the buffer mechanism (9) is used for buffering water flow impact.
2. The special-shaped flood control building dam as claimed in claim 1, wherein: elevating system (4) are including bevel board (41), slide rail (42), supporting shoe (43), slider (44) and backup pad (45), the equal fixed mounting in the left and right sides of the side surface position in step (5) of preceding side slope (10) has bevel board (41), two the equal fixed mounting in bevel board (41) side surface has slide rail (42), two equal slidable mounting has slider (44), two on slide rail (42) one side surface equal fixed mounting of slider (44) has supporting shoe (43), two screw thread runs through in supporting shoe (43) and installs lead screw (46), two the equal fixed mounting in both ends surface of bevel board (41) has backup pad (45), two slide rail (42) all rotate to install in corresponding two backup pad (45).
3. The special-shaped flood control building dam as claimed in claim 2, wherein: two the top end of slide rail (42) all runs through backup pad (45) and fixed cover and has connect first bevel gear (47), the fixed position that dyke main part (1) top surface is close to preceding side slope (10) installs two support frames (49), two rotatory column (413) of installing in support frame (49), the both ends of column (413) are all fixed cover and are connected second bevel gear (48), two second bevel gear (48) and corresponding first bevel gear (47) meshing are connected.
4. A shaped flood control building dam according to claim 3, wherein: fixed cover on column spinner (413) has been connected with first spur gear (411), the top surface fixed mounting of dykes and dams main part (1) has motor (410), the fixed cover of output of motor (410) has been connected with second spur gear (412), second spur gear (412) and first spur gear (411) meshing are connected.
5. The special-shaped flood control building dam as claimed in claim 2, wherein: press unrestrained mechanism (8) including connecting plate (81), floating block (82) and press unrestrained board (83), two the common fixed mounting in one side surface that slider (44) were kept away from in supporting shoe (43) has connecting plate (81), one side fixed surface that front slope (10) was kept away from in connecting plate (81) is installed and is pressed unrestrained board (83), one side fixed surface of connecting plate (81) installs floating block (82).
6. The special-shaped flood control building dam as claimed in claim 1, wherein: the dam is characterized in that a dam crest channel (2) is fixedly mounted on the top surface of the dam body (1), and a protection mechanism (7) is fixedly mounted on the surface of one side, close to the lifting mechanism (4), of the dam crest channel (2).
7. The special-shaped flood control building dam as claimed in claim 6, wherein: protection machanism (7) are including apron (71), handle (72) and maintenance board (73), apron (71) fixed mounting is in a side surface of dam crest passageway (2), the dead slot has been seted up to the position that is close to motor (410) on apron (71), articulated maintenance board (73) of installing on the dead slot, the top surface fixed mounting of maintenance board (73) has handle (72).
8. The special-shaped flood control building dam as claimed in claim 1, wherein: buffer gear (9) include base block (91), screw (92) and hexagonal bolt post (93), one side fixed surface of base block (91) installs hexagonal bolt post (93), hexagonal bolt post (93) slide to run through and install the vertical face in step (5), one side fixed surface of hexagonal bolt post (93) is kept away from in base block (91) has rotatory buffering attenuator (94), the rotation end fixed cover of rotatory buffering attenuator (94) has connect impeller (95).
9. The special-shaped flood control building dam as claimed in claim 8, wherein: screw hole (92) have been seted up to hexagonal bolt post (93) top surface, screw (6) are installed to the position screw thread that the horizontal plane of step (5) is close to screw hole (92) through, the bottom screw thread of screw (6) is installed in screw hole (92).
10. The special-shaped flood control building dam as claimed in claim 2, wherein: the thread directions of the two screw rods (46) are opposite.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210560198.3A CN115182311A (en) | 2022-05-23 | 2022-05-23 | Dysmorphism flood control building dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210560198.3A CN115182311A (en) | 2022-05-23 | 2022-05-23 | Dysmorphism flood control building dykes and dams |
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| Publication Number | Publication Date |
|---|---|
| CN115182311A true CN115182311A (en) | 2022-10-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210560198.3A Pending CN115182311A (en) | 2022-05-23 | 2022-05-23 | Dysmorphism flood control building dykes and dams |
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| CN (1) | CN115182311A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552374A (en) * | 2024-01-09 | 2024-02-13 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
| CN118390454A (en) * | 2024-06-24 | 2024-07-26 | 山西万水水利勘测设计咨询有限公司 | Wave-resistant wall structure for water conservancy dam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203362386U (en) * | 2013-07-11 | 2013-12-25 | 浙江海洋学院 | Buoyant type protection embankment device capable of generating electricity |
| CN208885449U (en) * | 2018-08-22 | 2019-05-21 | 吉林省京能水处理技术有限公司 | A kind of Novel wind tide combination generator |
| CN211340639U (en) * | 2019-11-04 | 2020-08-25 | 浙江海洋大学 | River channel dam reinforcing mechanical equipment |
| CN112901402A (en) * | 2021-03-24 | 2021-06-04 | 赵荣 | Secondary hydroelectric generation equipment and method for water outlet of three gorges dam |
| CN214005591U (en) * | 2020-12-24 | 2021-08-20 | 李海勇 | Water conservancy construction slope protection device |
| CN113737819A (en) * | 2021-07-15 | 2021-12-03 | 广州市地质调查院(广州市地质环境监测中心) | Anti-skidding retaining wall for side slope |
| CN215289923U (en) * | 2021-08-13 | 2021-12-24 | 四川兴林建设工程有限公司 | Dykes and dams protector is used in hydraulic engineering construction |
-
2022
- 2022-05-23 CN CN202210560198.3A patent/CN115182311A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203362386U (en) * | 2013-07-11 | 2013-12-25 | 浙江海洋学院 | Buoyant type protection embankment device capable of generating electricity |
| CN208885449U (en) * | 2018-08-22 | 2019-05-21 | 吉林省京能水处理技术有限公司 | A kind of Novel wind tide combination generator |
| CN211340639U (en) * | 2019-11-04 | 2020-08-25 | 浙江海洋大学 | River channel dam reinforcing mechanical equipment |
| CN214005591U (en) * | 2020-12-24 | 2021-08-20 | 李海勇 | Water conservancy construction slope protection device |
| CN112901402A (en) * | 2021-03-24 | 2021-06-04 | 赵荣 | Secondary hydroelectric generation equipment and method for water outlet of three gorges dam |
| CN113737819A (en) * | 2021-07-15 | 2021-12-03 | 广州市地质调查院(广州市地质环境监测中心) | Anti-skidding retaining wall for side slope |
| CN215289923U (en) * | 2021-08-13 | 2021-12-24 | 四川兴林建设工程有限公司 | Dykes and dams protector is used in hydraulic engineering construction |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552374A (en) * | 2024-01-09 | 2024-02-13 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
| CN117552374B (en) * | 2024-01-09 | 2024-03-19 | 淮安市水利勘测设计研究院有限公司 | Slope protection supporting structure for hydraulic engineering |
| CN118390454A (en) * | 2024-06-24 | 2024-07-26 | 山西万水水利勘测设计咨询有限公司 | Wave-resistant wall structure for water conservancy dam |
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