CN117822509B - Construction equipment of retaining wall for hydraulic engineering and application method of construction equipment - Google Patents

Construction equipment of retaining wall for hydraulic engineering and application method of construction equipment Download PDF

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Publication number
CN117822509B
CN117822509B CN202410236978.1A CN202410236978A CN117822509B CN 117822509 B CN117822509 B CN 117822509B CN 202410236978 A CN202410236978 A CN 202410236978A CN 117822509 B CN117822509 B CN 117822509B
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China
Prior art keywords
water
wall body
plate
shell
groove
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CN202410236978.1A
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Chinese (zh)
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CN117822509A (en
Inventor
陈昊
庄春义
李金明
陈欢欢
王国庆
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HYDRAULIC SCIENCE RESEARCH INSTITUTE OF SICHUAN PROVINCE
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HYDRAULIC SCIENCE RESEARCH INSTITUTE OF SICHUAN PROVINCE
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Priority to CN202410236978.1A priority Critical patent/CN117822509B/en
Publication of CN117822509A publication Critical patent/CN117822509A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B15/00Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/10Devices for removing the material from the surface
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102Permanently installed raisable dykes
    • E02B3/104Permanently installed raisable dykes with self-activating means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • E02B8/023Arresting devices for waterborne materials
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses construction equipment of a retaining wall for hydraulic engineering and a using method thereof, and belongs to the technical field of hydraulic engineering. The construction equipment of retaining wall for hydraulic engineering includes dykes and dams, still includes: the wall body is arranged in a sliding manner with the dykes, the dykes are provided with mounting grooves for the wall body to move, and the inner walls of the mounting grooves are provided with buffer components which are propped against the wall body; the floating blocks are fixedly arranged at the bottom side of the water blocking surface of the wall body, and the bottoms of the floating blocks are connected with baffle plates which are arranged in the dykes in a sliding manner; the guide shell is arranged at the top of the water blocking surface of the wall body, and a guide component is arranged in the guide shell; the invention can weaken the impact of the wind waves on the wall body, prolong the service life of the wall body, reduce the vibration of the soil layer of the dam caused by the impact of the wind waves on the retaining wall, improve the stability of the dam, automatically collect the floating matters in the water moving along with the wind waves, and avoid causing environmental pollution.

Description

Construction equipment of retaining wall for hydraulic engineering and application method of construction equipment
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to construction equipment of a retaining wall for hydraulic engineering and a using method thereof.
Background
The retaining wall has the advantages of low cost, simple structure, small occupied area, convenient construction and the like, so the retaining wall has very wide application in hydraulic engineering. The hydraulic engineering retaining wall is a firm slope building, and the natural soil river bank zone is easy to collapse due to the common influence of various factors such as seepage effect in the slope and scouring effect of water flow before the slope, so that the retaining wall has the effect of preventing collapse and slip.
The retaining wall of the hydraulic engineering is different from the retaining wall of a mountain or a roadbed, the retaining wall always bears water pressure according to one side of water, the retaining wall is also impacted when the water surface has stormy waves, the side inclined surface of the retaining wall is easy to crack after being used for a long time, and the soil layer structure at the rear side of the retaining wall is loosened; meanwhile, as the water level line in the water area is not constant, the continuously-changed water level line enables the impact point of the wind wave on the water surface to be changed, so that the cracking degree of the retaining wall and the dykes is larger, and the retaining wall and the dykes are not easy to repair; and the floaters in the water are accumulated at the retaining wall when moving along with the wind waves, which causes unattractive environmental landscapes and further causes certain pollution.
Disclosure of Invention
The invention aims to solve the problems in the prior art, and provides construction equipment of a retaining wall for hydraulic engineering and a use method thereof.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the construction equipment of retaining wall for hydraulic engineering includes dykes and dams, still includes:
The wall body is arranged in a sliding manner with the dykes and dams, mounting grooves for wall body movement are formed in the dykes and dams, and buffer assemblies which are propped against the wall body movement are arranged on the inner walls of the mounting grooves;
The floating blocks are fixedly arranged at the bottom side of the water blocking surface of the wall body, and the bottoms of the floating blocks are connected with baffle plates which are arranged in the dykes in a sliding manner; and
The guide shell is arranged at the top of the water blocking surface of the wall body, and a guide component is arranged in the guide shell.
Preferably, the top of mounting groove has set firmly two fixed blocks, two be provided with the guide bar between the fixed block, the movable groove with fixed block matched with is seted up to the bottom of floating block, swing joint has the flexible pipe that links firmly with the wall body bottom in the movable groove, the flexible pipe is kept away from the one end of movable inslot wall and is connected with the movable block, movable block sliding connection is on the guide bar, the guide bar outside cover is equipped with the both ends respectively with fixed block and the continuous first elastic element of movable block.
Preferably, the top of the baffle plate is fixedly provided with a sliding block, and the bottom of the floating block is provided with a sliding groove for sliding of the sliding block.
Preferably, the buffer component comprises a U-shaped plate movably arranged in the mounting groove and a second elastic element arranged on the inner walls of the U-shaped plate and the mounting groove, and the U-shaped plate and the dykes and dams are arranged in a sliding mode.
Preferably, the guide assembly comprises a fixed shaft fixedly arranged on the guide shell, a swing plate rotatably arranged on the fixed shaft, a first torsion spring sleeved on the fixed shaft and two ends of the first torsion spring are respectively connected with the guide shell and the swing plate, a pull rope arranged at the bottom side of the swing plate and a plugging plate connected with one end of the pull rope away from the swing plate, the plugging plate is slidably connected in a wall body, a discharge hole for discharging is formed in the guide shell, a material collecting groove communicated with the discharge hole is formed in the top of the wall body, and a filter screen is arranged at the bottom of the guide shell.
Preferably, a water return groove used for communicating the water collecting groove and the water blocking surface is formed in the wall body, an interception net is arranged at one end of the water return groove, the water blocking surface is rotatably connected with the closing plate through a pin shaft at one end of the water return groove, and a second torsion spring with two ends connected with the closing plate and the wall body respectively and used for resetting the closing plate is sleeved on the pin shaft.
Preferably, a sliding groove is formed in the wall body, a moving block fixedly connected with the plugging plate is connected in the sliding groove in a sliding mode, and a third elastic element is arranged between the moving block and the inner wall of the sliding groove.
Preferably, the arc casing has set firmly to water conservancy diversion shell inner wall, sliding connection has the piston piece in the arc casing, set firmly the arc pole on the piston piece, the one end that the piston piece was kept away from to the arc pole links to each other with the swing board, the water storage shell has set firmly to the bottom of filter screen, overflow groove has been seted up on the water storage shell, be connected with the feed liquor pipe between the pole chamber of water storage shell and arc casing, the cavity has been seted up in the water conservancy diversion shell, be connected with the drain pipe between the pole chamber of cavity and arc casing, all be provided with the check valve on drain pipe and the feed liquor pipe, the hole for water spraying that is linked together with the cavity has been seted up on the water conservancy diversion shell.
The invention also discloses a using method of the construction equipment of the retaining wall for the hydraulic engineering, which comprises the following steps:
S1: when the wall works, the wall is arranged at the mounting groove of the dam, the floating blocks are arranged on the lower side of the wall and are in contact with the water body, so that the floating blocks support the wall to be placed at the water surface, wind waves on the water surface impact on the wall, the floating blocks can float along with the water level change of the water body, the wall is always supported to be placed at the water surface, and the automatic height adjustment of the wall is realized to replace the dam to always bear the wind waves, so that damage and breakage of the dam are avoided;
S2: the wall body is stressed to move after being impacted by wind and waves on the water surface, the wall body drives the movable block to slide on the guide rod through the telescopic pipe, the first elastic element is stressed to deform and play a role in buffering the movement of the wall body, the wall body is abutted with the U-shaped plate when moving, the U-shaped plate acts on the second elastic element, and the second elastic element deforms to further weaken the impact force on the wall body;
S3: when the wind waves impact the wall body, the floating matters in the water moving along with the wind waves move to the wall body and move towards the inside of the diversion shell along the inclined wall body water retaining surface, the wind waves apply force to the swinging plate, so that the swinging plate rotates in the diversion shell, the swinging plate drives the plugging plate to move upwards through the pull rope when rotating, the plugging plate plugs the discharge hole, the wind waves wrap the floating matters and enter the diversion shell and move along the arc-shaped inner wall of the diversion shell until the wind waves and the floating matters fall on the filter screen at the bottom of the diversion shell, the water body passes through the filter screen and enters the water storage shell, redundant water body flows out of the overflow tank, the floating matters in the water body are retained in the diversion shell, when the wind waves impact the swinging plate, the swinging plate drives the piston block to slide in the arc-shaped shell through the arc-shaped rod, and the rod cavity of the arc-shaped shell extracts the water body in the water storage shell through the liquid inlet pipe;
S4: when the wind wave disappears, the swing plate is not impacted any more, the swing plate resets and rotates under the action of the elasticity of the first torsion spring, the swing plate and the filter screen form an inclined plane, floaters on the filter screen slide downwards along the inclined plane and enter the material collecting groove through the material outlet, and when the swing plate resets and rotates, the swing plate drives the piston block to move in the arc-shaped shell through the arc-shaped rod, so that the piston block extrudes water body extracted in the arc-shaped shell, the water body in the arc-shaped shell is discharged to the cavity through the liquid outlet pipe, and is sprayed to the filter screen and the swing plate through the water spraying holes on the outer side of the cavity, so that the floaters on the filter screen and the swing plate quickly slide downwards along the inclined plane;
S5: the floaters in the material receiving groove also contain water, the water flows into the water returning groove, the water in the water returning groove acts on the closure plate along with the increase of the water content in the water returning groove, so that the closure plate is opened, and the water in the water returning groove flows back into the river.
Compared with the prior art, the invention provides the construction equipment of the retaining wall for the hydraulic engineering and the use method thereof, and the construction equipment has the following beneficial effects:
1. according to the construction equipment of the retaining wall for the hydraulic engineering and the application method of the construction equipment, the buffer assembly is arranged, so that the impact of wind waves on the wall body can be weakened, the service life of the wall body is prolonged, the vibration of the dam soil layer caused by the impact of the wind waves on the retaining wall is reduced, the stability of the dam is improved, and the construction quality of the hydraulic engineering is guaranteed.
2. According to the construction equipment of the retaining wall for the hydraulic engineering and the application method thereof, the floating blocks are arranged on the lower side of the wall body and can float along with the water level change of the water body, the wall body is always supported at the water surface, the height of the wall body is automatically adjusted to replace a dam to always bear stormy waves, an excessively high wall body is not required to be built, damage and rupture of the dam are effectively avoided, the hydraulic engineering construction cost and the maintenance cost are conveniently reduced, and the construction equipment has higher economic benefit.
3. According to the construction equipment of the retaining wall for the hydraulic engineering and the application method of the construction equipment, when the wall is impacted by wind waves, floating matters in water moving along with the wind waves move to the wall and move towards the inside of the diversion shell along the inclined wall water retaining surface, the wind waves act on the swinging plate, so that the swinging plate rotates in the diversion shell, the stay ropes drive the blocking plate to move upwards when the swinging plate rotates, the blocking plate blocks a discharge hole, the wind waves wrap up the floating matters into the diversion shell and move along the arc-shaped inner wall of the diversion shell until the wind waves and the floating matters fall on a filter screen at the bottom of the diversion shell, the floating matters in the water body can stay in the diversion shell, after the wind waves disappear, the swinging plate is not impacted any more, the swinging plate resets and rotates under the action of elasticity of the first torsion spring, the swinging plate and the filter screen are inclined planes, the floating matters on the filter screen slide downwards along with the inclined planes and enter the material collecting groove through the discharge hole, the automatic collection of the floating matters in the water is realized, the working amount of staff is reduced, environmental pollution is avoided, and high environmental benefit is achieved.
4. According to the construction equipment of the retaining wall for the hydraulic engineering and the application method of the construction equipment, when wind waves impact the swing plate, the swing plate drives the piston block to slide in the arc-shaped shell through the arc-shaped rod when rotating by taking the fixed shaft as the center of a circle, the rod cavity of the arc-shaped shell extracts water in the water storage shell through the liquid inlet pipe, after the wind waves disappear, the swing plate is not impacted any more, the swing plate resets and rotates under the elastic action of the first torsion spring, the swing plate drives the piston block to move in the arc-shaped shell through the arc-shaped rod, so that the piston block extrudes water extracted in the arc-shaped shell, the water in the arc-shaped shell is discharged to the cavity through the liquid outlet pipe, and is sprayed to the filter screen and the swing plate through the water spraying holes on the outer side of the cavity, so that floating objects on the filter screen and the swing plate quickly slide downwards along the inclined plane, and the collection effect on floating objects is effectively improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
FIG. 3 is a partially enlarged schematic illustration of the structure of portion A of FIG. 2 in accordance with the present invention;
FIG. 4 is a partially enlarged schematic illustration of the structure of portion B of FIG. 2 in accordance with the present invention;
FIG. 5 is a schematic diagram of a cross-sectional structure of the present invention;
FIG. 6 is a partially enlarged schematic illustration of the structure of portion C of FIG. 5 in accordance with the present invention;
FIG. 7 is a front view of FIG. 5 in accordance with the present invention;
FIG. 8 is a schematic view of the structure of the swing plate of the present invention when being impacted by water flow;
FIG. 9 is a schematic view of the enlarged partial structure of the portion D of FIG. 8 in accordance with the present invention;
FIG. 10 is a schematic cross-sectional view of a floating block according to the present invention;
Fig. 11 is a schematic cross-sectional view of an arc-shaped housing according to the present invention.
In the figure: 1. a dike; 101. a mounting groove; 2. a wall body; 3. a floating block; 4. a baffle; 401. a slide block; 5. a diversion shell; 501. a discharge port; 502. a filter screen; 6. a fixed block; 601. a guide rod; 602. a first elastic element; 7. a movable groove; 701. a telescopic tube; 702. a movable block; 8. a chute; 9. a U-shaped plate; 901. a second elastic element; 10. a fixed shaft; 1001. a swinging plate; 1002. a first torsion spring; 11. a pull rope; 12. a plugging plate; 13. a material collecting groove; 14. a sliding groove; 141. a moving block; 142. a third elastic element; 15. an arc-shaped housing; 151. a piston block; 152. an arc-shaped rod; 16. a water storage case; 161. a liquid inlet pipe; 17. a cavity; 171. a liquid outlet pipe; 172. a water spraying hole; 18. an overflow tank; 19. a water return tank; 191. an interception net; 192. a closing plate; 193. and a second torsion spring.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
In the description of the present invention, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present invention and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Example 1: referring to fig. 1, 2, 5, 7 and 8, a construction apparatus of a retaining wall for hydraulic engineering, comprising a dike 1, further comprising:
The wall body 2 is arranged in a sliding way with the dykes and dams 1, the dykes and dams 1 are provided with mounting grooves 101 for the movement of the wall body 2, and the inner walls of the mounting grooves 101 are provided with buffer components which are movably propped against the wall body 2;
The floating blocks 3 are fixedly arranged at the bottom side of the water blocking surface of the wall body 2, and the bottoms of the floating blocks 3 are connected with baffle plates 4 which are arranged in the dykes 1 in a sliding manner; and
The guide shell 5, the guide shell 5 sets up the top at the wall body 2 water blocking face, is provided with the guide subassembly in the guide shell 5.
Specifically, when the wall body 2 works, the wall body 2 is installed at the installation groove 101 of the dam 1, the floating block 3 is arranged at the lower side of the wall body 2, the floating block 3 is in contact with a water body, the floating block 3 supports the wall body 2 to be placed at the water surface, wind waves on the water surface impact on the wall body 2, the floating block 3 can float along with the water level change of the water body, the wall body 2 is always supported at the water surface, the automatic height adjustment of the wall body 2 is enabled to replace the dam 1 to always bear the wind waves, the soil layer vibration of the dam 1 caused by the impact of the wind waves on the retaining wall is reduced, the stability of the dam 1 is improved, the construction quality of hydraulic engineering is ensured, when the impact of the wind waves on the wall body 2 is realized, the water floaters moving along with the wind waves move to the wall body 2 and move along the water retaining surface of the inclined wall body 2 towards the inside of the diversion shell 5, the material guide assembly in the diversion shell 5 can automatically collect the floaters in the water, the cleaning workload of workers is reduced, the environmental pollution is avoided, and higher environmental benefit is realized.
Example 2: referring to fig. 1, fig. 2, fig. 4, fig. 5, fig. 7 and fig. 10, a construction device for retaining wall for hydraulic engineering is further provided, on the basis of embodiment 1, with two fixed blocks 6 fixed on the top of the installation groove 101, a guide rod 601 is provided between the two fixed blocks 6, a movable groove 7 matched with the fixed block 6 is provided at the bottom of the floating block 3, a telescopic pipe 701 fixedly connected with the bottom of the wall body 2 is movably connected in the movable groove 7, one end of the telescopic pipe 701 far away from the inner wall of the movable groove 7 is connected with a movable block 702, the movable block 702 is slidably connected on the guide rod 601, and a first elastic element 602 with two ends respectively connected with the fixed block 6 and the movable block 702 is sleeved on the outer side of the guide rod 601.
Further, the buffer assembly comprises a U-shaped plate 9 movably arranged in the mounting groove 101, and a second elastic element 901 arranged on the inner walls of the U-shaped plate 9 and the mounting groove 101, wherein the U-shaped plate 9 and the dykes 1 are arranged in a sliding manner.
Specifically, the wall body 2 is stressed to move after being impacted by the wind and wave on the water surface, the wall body 2 drives the movable block 702 to slide on the guide rod 601 through the telescopic pipe 701, the first elastic element 602 is stressed to deform and play a role in buffering the movement of the wall body 2, the wall body 2 is abutted with the U-shaped plate 9 when moving, the U-shaped plate 9 acts on the second elastic element 901, the second elastic element 901 deforms to further weaken the impact force on the wall body 2, the impact of the wind and wave on the wall body 2 is reduced, the retaining wall is effectively protected, the service life of the retaining wall is prolonged, the vibration of the soil layer of the dam 1 caused by the impact of the wind and wave on the retaining wall is reduced, the stability of the soil layer structure of the dam 1 is improved, and the maintenance cost in the aspect of hydraulic engineering is indirectly reduced,
Example 3: referring to fig. 1,2, 4, 5, 7 and 10, a retaining wall construction device for hydraulic engineering is further provided, on the basis of embodiment 2, with a slider 401 fixed on the top of the baffle 4, and a chute 8 for sliding the slider 401 is provided on the bottom of the slider 3.
Specifically, the wall body 2 is stressed to move after being impacted by the wind and the wave on the water surface, the floating blocks 3 synchronously move along with the wall body 2, and the sliding blocks 401 are driven to slide in the sliding grooves 8 when the floating blocks 3 move, so that the moving stability of the floating blocks 3 is improved.
Example 4: referring to fig. 1, fig. 2, fig. 3, fig. 5, fig. 7 and fig. 8, a construction equipment of retaining wall for hydraulic engineering, on the basis of embodiment 3, further, the guide component includes a fixed shaft 10 fixedly arranged on the guide shell 5, a swing plate 1001 rotatably arranged on the fixed shaft 10, a first torsion spring 1002 sleeved on the fixed shaft 10 and having two ends respectively connected with the guide shell 5 and the swing plate 1001, a pull rope 11 arranged at the bottom side of the swing plate 1001, and a plugging plate 12 connected with one end of the pull rope 11 far away from the swing plate 1001, wherein the plugging plate 12 is slidably connected in a wall body 2, a discharge hole 501 for discharging is formed in the guide shell 5, a receiving groove 13 communicated with the discharge hole 501 is formed in the top of the wall body 2, and a filter screen 502 is arranged at the bottom of the guide shell 5.
Further, a sliding groove 14 is formed in the wall 2, a moving block 141 fixedly connected with the plugging plate 12 is slidably connected in the sliding groove 14, and a third elastic element 142 is disposed between the moving block 141 and the inner wall of the sliding groove 14.
Specifically, when the wind wave impacts the wall body 2, the floating matters in the water moving along with the wind wave move to the wall body 2 and move along the inclined wall body 2 water retaining surface towards the inside of the diversion shell 5, the wind wave acts on the swing plate 1001, so that the swing plate 1001 rotates towards the inside of the diversion shell 5, the pull rope 11 drives the blocking plate 12 to move upwards when the swing plate 1001 rotates, the blocking plate 12 is enabled to block the discharge port 501, the wind wave wraps the floating matters along the cavity water retaining surface to enter the diversion shell 5 and move along the arc-shaped inner wall of the diversion shell, until the wind wave and the floating matters drop on the filter screen 502 at the bottom of the diversion shell 5, the water body passes through the filter screen 502 to fall, the floating matters in the water body can stay in the diversion shell 5, after the wind wave disappears, the swing plate 1001 is not impacted any more, the swing plate 1001 resets under the elastic action of the first torsion spring 1002, the swing plate 1001 does not act on the blocking plate 12 any more, the blocking plate 12 is reset under the elastic force of the third elastic element 142, the swing plate 1001 and the filter screen 502 is pushed to tilt down, the filter screen 502 is automatically, the floating matters on the filter screen 502 enter the diversion shell along with the cavity water retaining surface, the filter screen 502 passes through the tilt plane, the filter screen 501 falls into the slope 13, the environment pollution to be avoided, and the environmental pollution is reduced, and the environmental pollution is avoided is high.
Example 5: referring to fig. 1, fig. 2, fig. 3, fig. 5, fig. 7, fig. 8 and fig. 9, on the basis of embodiment 4, further, a water return groove 19 for communicating the water collecting groove 13 with the water blocking surface is formed in the wall 2, an interception net 191 is disposed at one end of the water return groove 19 disposed in the water collecting groove 13, a closing plate 192 is rotatably connected to one end of the water return groove 19 disposed in the water blocking surface through a pin shaft, and a second torsion spring 193 with two ends respectively connected with the closing plate 192 and the wall 2 and used for resetting and rotating the closing plate 192 is sleeved on the pin shaft.
Specifically, after the stormy waves disappear, the swing plate 1001 is not impacted, the swing plate 1001 resets under the action of the elastic force of the first torsion spring 1002, the plugging plate 12 resets under the pushing of the third elastic element 142, the swing plate 1001 and the filter screen 502 are inclined planes, the floaters on the filter screen 502 slide down along the inclined planes and enter the receiving groove 13 through the discharge hole 501, the floaters in the receiving groove 13 also contain moisture, the moisture flows into the water return groove 19 through the inclined plane at the bottom of the receiving groove 13, the water in the water return groove 19 acts on the closing plate 192 along with the increase of the water content in the water return groove 19, the closing plate 192 is opened, and the water in the water return groove 19 flows back into the river.
Example 6: referring to fig. 1, fig. 2, fig. 5, fig. 6, fig. 7, fig. 8 and fig. 11, on the basis of embodiment 5, further, an arc-shaped casing 15 is fixedly arranged on the inner wall of a diversion casing 5, a piston block 151 is slidably connected in the arc-shaped casing 15, an arc rod 152 is fixedly arranged on the piston block 151, one end of the arc rod 152, which is far away from the piston block 151, is connected with a swinging plate 1001, a water storage shell 16 is fixedly arranged at the bottom of a filter screen 502, an overflow groove 18 is formed in the water storage shell 16, a liquid inlet pipe 161 is connected between the water storage shell 16 and a rod cavity of the arc-shaped casing 15, a cavity 17 is formed in the diversion casing 5, a liquid outlet pipe 171 is connected between the cavity 17 and the rod cavity of the arc-shaped casing 15, check valves are respectively arranged on the liquid outlet pipe 171 and the liquid inlet pipe 161, and a water spraying hole 172 which is communicated with the cavity 17 is formed in the diversion casing 5.
Specifically, when the wind wave impacts the wall body 2, the floating matters in the water moving along with the wind wave move to the wall body 2 and move along the inclined wall body 2 water retaining surface towards the inside of the diversion shell 5, the wind wave applies force to the swing plate 1001, so that the swing plate 1001 rotates towards the inside of the diversion shell 5, the pull rope 11 drives the blocking plate 12 to move upwards when the swing plate 1001 rotates, the blocking plate 12 blocks the discharge hole 501, the wind wave wraps the floating matters and enters the diversion shell 5 and moves along the arc-shaped inner wall until the wind wave and the floating matters drop on the filter screen 502 at the bottom of the diversion shell 5, the water passes through the filter screen 502 and enters the water storage shell 16, the redundant water flows out from the overflow groove 18, the floating matters in the water are retained in the diversion shell 5, when the wind wave impacts the swing plate 1001, the swing plate 1001 rotates around the fixed shaft 10 as the center, the piston block 151 is driven to slide in the arc-shaped shell 15 through the arc-shaped rod 152, the rod cavity of the arc-shaped shell 15 extracts the water body in the water storage shell 16 through the liquid inlet pipe 161, after the wind wave disappears, the swinging plate 1001 is not impacted any more, the swinging plate 1001 resets and rotates under the elastic action of the first torsion spring 1002, the swinging plate 1001 and the filter screen 502 form an inclined plane, the floaters on the filter screen 502 slide down along the inclined plane and enter the material receiving groove 13 through the material outlet 501, and when the swinging plate 1001 resets and rotates, the swinging plate 1001 drives the piston block 151 to move in the arc-shaped shell 15 through the arc-shaped rod 152, so that the piston block 151 extrudes the water body extracted in the arc-shaped shell 15, the water body in the arc-shaped shell 15 is discharged to the cavity 17 through the liquid outlet pipe 171 and is sprayed to the filter screen 502 and the swinging plate 1001 through the water spraying holes 172 outside the cavity 17, so that the floaters on the filter screen 502 and the swinging plate 1001 slide down along the inclined plane, effectively improves the collection effect of the floaters.
The invention also discloses a using method of the construction equipment of the retaining wall for the hydraulic engineering, which comprises the following steps:
s1: when the wall body 2 works, the wall body 2 is arranged at the mounting groove 101 of the dam 1, the floating block 3 is arranged at the lower side of the wall body 2, the floating block 3 is in contact with a water body, the floating block 3 supports the wall body 2 to be placed at the water surface, wind waves on the water surface impact on the wall body 2, the floating block 3 can float along with the water level change of the water body, the wall body 2 is always supported at the water surface, the height of the wall body 2 is automatically adjusted to replace the dam 1 to always bear the wind waves, and damage and breakage of the dam 1 are avoided;
S2: the wall body 2 is stressed to move after being impacted by the wind and waves on the water surface, the wall body 2 drives the movable block 702 to slide on the guide rod 601 through the telescopic pipe 701, the first elastic element 602 is stressed to deform and play a role in buffering the movement of the wall body 2, the wall body 2 is abutted with the U-shaped plate 9 when moving, the U-shaped plate 9 applies force to the second elastic element 901, and the second elastic element 901 deforms to further weaken the impact force applied to the wall body 2;
S3: when the wind waves impact the wall body 2, floating matters in water moving along with the wind waves move to the wall body 2 and move towards the inside of the diversion shell 5 along the inclined wall body 2 water retaining surface, the wind waves apply force to the swing plate 1001, so that the swing plate 1001 rotates towards the inside of the diversion shell 5, the swing plate 1001 drives the plugging plate 12 to move upwards through the pull rope 11 when rotating, the plugging plate 12 plugs the discharge hole 501, the wind waves are wrapped and clamped with the floating matters to enter the diversion shell 5 and move along the arc-shaped inner wall until the wind waves and the floating matters drop on the filter screen 502 at the bottom of the diversion shell 5, water passes through the filter screen 502 to enter the water storage shell 16, redundant water flows out of the overflow groove 18, floating matters in the water flow can be in the diversion shell 5, when the wind waves impact the swing plate 1001, the swing plate 1001 rotates around the fixed shaft 10 as the center of a circle, the movable block 151 is driven by the arc-shaped rod 152 to slide in the arc-shaped shell 15, and the rod cavity of the arc-shaped shell 15 extracts the water in the water storage shell 16 through the liquid inlet pipe 161;
S4: when the wind wave disappears, the swing plate 1001 is not impacted, the swing plate 1001 resets and rotates under the action of the elasticity of the first torsion spring 1002, the swing plate 1001 and the filter screen 502 form an inclined plane, floaters on the filter screen 502 slide downwards along the inclined plane and enter the material collecting groove 13 through the material outlet 501, and when the swing plate 1001 resets and rotates, the swing plate 1001 drives the piston block 151 to move in the arc-shaped shell 15 through the arc-shaped rod 152, so that the piston block 151 extrudes water body extracted in the arc-shaped shell 15, the water body in the arc-shaped shell 15 is discharged to the cavity 17 through the liquid outlet 171 and is sprayed to the filter screen 502 and the swing plate 1001 through the water spraying holes 172 at the outer side of the cavity 17, and floaters on the filter screen 502 and the swing plate 1001 slide downwards along the inclined plane;
S5: the floats entering the receiving tank 13 also contain water, the water flows into the water return tank 19, and as the water content in the water return tank 19 increases, the water in the water return tank 19 acts on the closure plate 192 to open the closure plate 192, and the water in the water return tank 19 flows back into the river.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical scheme of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.

Claims (5)

1. Construction equipment of retaining wall for hydraulic engineering, including dykes and dams (1), its characterized in that still includes:
The wall body (2) is arranged in a sliding manner with the dam (1), an installation groove (101) for moving the wall body (2) is formed in the dam (1), and a buffer component which is movably propped against the wall body (2) is arranged on the inner wall of the installation groove (101);
The floating blocks (3) are fixedly arranged at the bottom side of the water blocking surface of the wall body (2), and the bottoms of the floating blocks (3) are connected with baffle plates (4) which are arranged in the dykes (1) in a sliding manner; and
The guide shell (5), the guide shell (5) is arranged at the top of the water blocking surface of the wall body (2), and a guide component is arranged in the guide shell (5);
The top of mounting groove (101) has set firmly two fixed blocks (6), two be provided with guide bar (601) between fixed block (6), floating block (3) bottom offered with fixed block (6) matched with movable groove (7), swing joint has flexible pipe (701) that link firmly with wall body (2) bottom in movable groove (7), flexible pipe (701) keep away from the one end of movable groove (7) inner wall and are connected with movable block (702), movable block (702) sliding connection is on guide bar (601), guide bar (601) outside cover is equipped with first elastic element (602) that both ends link to each other with fixed block (6) and movable block (702) respectively;
A sliding block (401) is fixedly arranged at the top of the baffle plate (4), and a sliding groove (8) for sliding the sliding block (401) is formed in the bottom of the floating block (3);
the buffer assembly comprises a U-shaped plate (9) movably arranged in the mounting groove (101) and a second elastic element (901) arranged on the inner walls of the U-shaped plate (9) and the mounting groove (101), and the U-shaped plate (9) and the dam (1) are arranged in a sliding manner;
The material guiding assembly comprises a fixed shaft (10) fixedly arranged on a guide shell (5), a swing plate (1001) rotatably arranged on the fixed shaft (10), a first torsion spring (1002) sleeved on the fixed shaft (10) and connected with the guide shell (5) and the swing plate (1001) at two ends respectively, a pull rope (11) arranged at the bottom side of the swing plate (1001) and a plugging plate (12) connected with one end, far away from the swing plate (1001), of the pull rope (11), the plugging plate (12) is slidably connected in a wall body (2), a discharge hole (501) for discharging is formed in the guide shell (5), a material receiving groove (13) communicated with the discharge hole (501) is formed in the top of the wall body (2), and a filter screen (502) is arranged at the bottom of the guide shell (5);
The swinging plate (1001) is reset to an inclined plane with the filter screen (502) under the action of the first torsion spring (1002), and floats on the filter screen (502) can slide downwards along with the inclined plane and enter the material collecting groove through the material outlet.
2. The construction equipment for retaining walls for hydraulic engineering according to claim 1, wherein a water return groove (19) for communicating the material collecting groove (13) with the water retaining surface is formed in the wall body (2), an interception net (191) is arranged at one end of the water return groove (19) arranged in the material collecting groove (13), a closing plate (192) is rotatably connected to one end of the water retaining surface arranged in the water return groove (19) through a pin shaft, and a second torsion spring (193) with two ends respectively connected with the closing plate (192) and the wall body (2) and used for resetting and rotating the closing plate (192) is sleeved on the pin shaft.
3. The construction equipment for the retaining wall for the hydraulic engineering according to claim 2, wherein the wall body (2) is provided with a sliding groove (14), a moving block (141) fixedly connected with the plugging plate (12) is slidably connected in the sliding groove (14), and a third elastic element (142) is arranged between the moving block (141) and the inner wall of the sliding groove (14).
4. The construction equipment for retaining wall for hydraulic engineering according to claim 3, characterized in that, arc casing (15) has been set firmly to water conservancy diversion shell (5) inner wall, sliding connection has piston piece (151) in arc casing (15), arc pole (152) have been set firmly on piston piece (151), the one end that piston piece (151) was kept away from to arc pole (152) links to each other with swing plate (1001), water storage shell (16) have been set firmly to the bottom of filter screen (502), overflow groove (18) have been seted up on water storage shell (16), be connected with feed liquor pipe (161) between the pole chamber of water storage shell (16) and arc casing (15), cavity (17) have been seted up in water conservancy diversion shell (5), be connected with drain pipe (171) between the pole chamber of cavity (17) and arc casing (15), all be provided with the check valve on drain pipe (171) and feed liquor pipe (161), water spray hole (172) that are linked together with cavity (17) have been seted up on water conservancy diversion shell (5).
5. The method of using a retaining wall construction apparatus for hydraulic engineering according to claim 4, comprising the steps of:
S1: when the wall body (2) works, the wall body (2) is arranged at the mounting groove (101) of the dam (1), the floating block (3) is arranged at the lower side of the wall body (2), the floating block (3) is in contact with a water body, the floating block (3) supports the wall body (2) to be placed at the water surface, wind waves on the water surface impact on the wall body (2), the floating block (3) can float along with the water level change of the water body, the wall body (2) is always supported at the water surface, and the wall body (2) can automatically adjust the height to replace the dam (1) to always bear the wind waves, so that the dam (1) is prevented from being damaged and broken;
s2: the wall body (2) is stressed to move after being impacted by the wind and waves on the water surface, the wall body (2) drives the movable block (702) to slide on the guide rod (601) through the telescopic pipe (701), the first elastic element (602) is stressed to deform, a buffer effect is achieved on the movement of the wall body (2), the wall body (2) is abutted with the U-shaped plate (9) when moving, the U-shaped plate (9) acts on the second elastic element (901), and the impact force borne by the wall body (2) is further weakened by the deformation of the second elastic element (901);
S3: when the wind waves impact the wall body (2), floating matters in water moving along with the wind waves move to the wall body (2) and move along the inner side of the diversion shell (5) along the water retaining surface of the inclined wall body (2), the wind waves act on the swinging plate (1001) to enable the swinging plate (1001) to rotate in the diversion shell (5), the swinging plate (1001) drives the plugging plate (12) to move upwards through the stay rope (11) when rotating, the plugging plate (12) plugs the discharge hole (501), the wind waves are wrapped by the floating matters to enter the diversion shell (5) and move along the arc-shaped inner wall of the plugging plate until the wind waves and the floating matters drop on the filter screen (502) at the bottom of the diversion shell (5), water passes through the filter screen (502) to enter the water storage shell (16), redundant water flows out of the overflow groove (18), the floating matters in the water can stay in the diversion shell (5), when the wind waves impact the swinging plate (1001) and rotate around the fixed shaft (10), the arc-shaped rod (152) drives the plug block (15) to slide in the shell (15) to draw water in the arc-shaped water storage shell (15), and the arc-shaped water storage shell (161 is pumped out through the arc-shaped water storage shell (15);
S4: when the wind and waves disappear, the swing plate (1001) is not impacted, the swing plate (1001) is reset to rotate under the action of the elastic force of the first torsion spring (1002), the swing plate (1001) and the filter screen (502) form an inclined plane, floaters on the filter screen (502) slide downwards along the inclined plane and enter the material collecting groove (13) through the material outlet (501), and when the swing plate (1001) is reset to rotate, the swing plate (1001) drives the piston block (151) to move in the arc-shaped shell (15) through the arc-shaped rod (152), so that the piston block (151) extrudes water extracted in the arc-shaped shell (15), the water in the arc-shaped shell (15) is discharged to the cavity (17) through the liquid outlet pipe (171), and the floaters on the filter screen (502) and the swing plate (1001) slide downwards along the inclined plane rapidly through the water spraying holes (172) on the outer side of the cavity (17);
S5: the floaters entering the receiving groove (13) also contain water, the water flows into the water return groove (19), and as the water content in the water return groove (19) increases, the water in the water return groove (19) acts on the closing plate (192) to open the closing plate (192), so that the water in the water return groove (19) flows back into the river.
CN202410236978.1A 2024-03-01 2024-03-01 Construction equipment of retaining wall for hydraulic engineering and application method of construction equipment Active CN117822509B (en)

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