CN114182687A - Ecological slope protection structure of river course - Google Patents
Ecological slope protection structure of river course Download PDFInfo
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- CN114182687A CN114182687A CN202111344048.0A CN202111344048A CN114182687A CN 114182687 A CN114182687 A CN 114182687A CN 202111344048 A CN202111344048 A CN 202111344048A CN 114182687 A CN114182687 A CN 114182687A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 222
- 230000007246 mechanism Effects 0.000 claims abstract description 84
- 238000001914 filtration Methods 0.000 claims abstract description 83
- 239000011449 brick Substances 0.000 claims abstract description 43
- 239000004575 stone Substances 0.000 claims description 69
- 238000007667 floating Methods 0.000 claims description 28
- 238000009991 scouring Methods 0.000 claims description 26
- 239000004568 cement Substances 0.000 claims description 23
- 238000007789 sealing Methods 0.000 claims description 23
- 230000001681 protective effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 10
- 238000013461 design Methods 0.000 abstract description 3
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 description 13
- 238000000034 method Methods 0.000 description 12
- 238000005070 sampling Methods 0.000 description 5
- 230000007423 decrease Effects 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000012466 permeate Substances 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005008 domestic process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
- B01D35/16—Cleaning-out devices, e.g. for removing the cake from the filter casing or for evacuating the last remnants of liquid
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/02—Combinations of filters of different kinds
-
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/001—Methods, systems, or installations for draining-off sewage or storm water into a body of water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
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Abstract
The invention provides a river course ecological slope protection structure, which comprises a slope protection plate, water collecting bricks, a water filtering mechanism, a receiving mechanism and a ramp bottom protection mechanism, the slope protection plate is configured to support a water collecting brick, a water filtering mechanism and a receiving mechanism, the water collecting brick is configured to press the top of the water filtering mechanism, by adopting the hollow design, the water filtering mechanism can collect and filter rainwater, the filtered rainwater can be collected by the water collecting groove in the water filtering mechanism and drained into the river channel through the drainage groove, so that the required rainwater can be absorbed by the vegetation planting layer, and the redundant water can be drained into the river channel, thereby avoiding the rainwater from accumulating inside the water collecting bricks to corrode the vegetation, and then avoid the vegetation can appear dead condition, and the vegetation can guarantee that the soil and water of vegetation bottom can not appear the condition that runs off by the rainwater erosion then not dead.
Description
Technical Field
The invention belongs to the technical field of river protection, and particularly relates to an ecological slope protection structure for a river.
Background
The route of river water is usually referred to as navigable waterway. The river channel is divided into five levels, namely a first-level river channel, a second-level river channel, a third-level river channel, a fourth-level river channel and a fifth-level river channel. According to the river channel grade division method, the primary and secondary river channels mostly span the large rivers of two or more provinces, and have great influence on national economy and social development bureaus, so the river channels are determined by the water conservancy department; the three-level river channels mostly affect one province or adjacent provinces, the importance degree of the three-level river channels is slightly less than that of the first-level river channels and the second-level river channels, but the three-level river channels also have considerable influence on regional national economy, and in order to enable the standards between provinces to be mastered substantially consistently and facilitate the grading of river channels across the provinces, the river channels of the type are negotiated with water conservancy (hydropower) halls (offices) of the provinces (autonomous regions and direct jurisdictions) by water conservancy ministry and commissions, and water conservancy departments are informed; the fourth and fifth river channels are identified by the water conservancy (hydropower) hall (bureau) of each province (autonomous region, direct district city). The river channel grade can be identified in batches in stages, the grade can also be lifted and lowered due to the change of conditions, and the program is identified when the program is changed. In consideration of the fact that the classification cannot be completely specified, the water conservancy department can directly specify the river channel grade under special conditions. The management of the river channels across countries or international boundaries relates to bilateral or multilateral relationships among countries, and domestic methods cannot be completely followed, so that classification can be temporarily avoided.
Because the ramp on river course limit can be washed away by water after the water process, the long-time quilt water-washed of ramp is brushed, the inside soil and water of ramp just can be washed away by river water very easily, thereby the condition of ramp soil and water loss just can appear, and then will lead to the ramp can appear expanding, the condition of collapsing, and the condition of soil and water loss can appear in order to avoid the ramp of river course both sides, conventional way sets up slope protection structure on the ramp, and plant the vegetation, fix soil and water through the vegetation with this.
However, when the existing slope protection structure of a river channel is used, rainwater can be gathered inside the slope protection structure after rain because the existing slope protection structure does not have a drainage function, water flow cannot be normally drained, the accumulation of the water flow can corrode roots of vegetation, the long-term accumulation of the water flow can cause the roots of the vegetation to be seriously corroded, so that the vegetation is dead, the bottom of the vegetation is suddenly lack of fixation, and the water and soil loss can still occur after rain;
and present slope protection structure is for the convenience in with the leading-in river course of rainwater, and the bank protection all is the slope installation, and the bank protection slope just has a problem, can not effectively connect the personnel of getting the insufficient landing, and when personnel walked on the bank protection edge, if step on empty bank protection of stepping on the slope, inside personnel just can follow the bank protection landing of slope very easily and advance the river course to cause the potential safety hazard, the factor of safety of bank protection is lower.
The invention aims to solve the problems that the slope protection structure in the field does not have a drainage function and can not receive people who are out of order and slide down.
Disclosure of Invention
The invention aims to provide a river course ecological slope protection structure aiming at the defects of the existing river course slope protection structure.
In order to overcome the defects of the prior art, the invention adopts the following technical scheme:
the utility model provides an ecological slope protection structure in river course, includes the revetment board, catchment brick, drainage mechanism, connects and gets mechanism and ramp bottom protection machanism, the revetment board is configured to catchment brick, drainage mechanism and connects and get the mechanism and support, the brick that catchments is configured as right drainage mechanism's top compresses tightly, drainage mechanism install with the inside of revetment board, connect to get the mechanism install in one side of revetment board, the brick that catchments install in the top of drainage mechanism, ramp bottom protection machanism installs in one side of revetment board.
Optionally, the water filtering mechanism comprises a water filtering plate, water filtering holes, a water filtering stone layer, a vegetation planting layer, a first leakage-proof net, a water collecting tank and a water discharging tank, wherein two sides of the water filtering plate are bolted with two sides of the inner cavity of the slope protection plate, the water filtering holes are formed in the water filtering plate, the vegetation planting layer is positioned at the top of the water filtering stone layer, the water filtering stone layer is positioned at the top of the water filtering plate, the vegetation planting layer and the vegetation planting layer are filled in the first leakage-proof net, the first leakage-proof net is positioned at the top of the water filtering plate, the water collecting tank is formed in the water filtering plate, one side of the water discharging tank is communicated with the water collecting tank, the vegetation planting layer is configured to plant vegetation, the water filtering stone layer is configured to block the vegetation planting layer, and the water collecting tank is configured to collect water seeped from the water filtering stone layer and the vegetation planting layer, the drain tank is configured to drain water collected inside the sump.
Optionally, connect and get the mechanism including connecting kickboard, sliding tube, slide bar, fixed square plate, connect and get kickboard and guard flap, connect the kickboard, connect and get kickboard and guard flap and be configured to blockking the crowd of landing, the sliding tube with the slide bar is configured to drive connect and get the kickboard and slide, fixed square plate is configured to right the slide bar is fixed, connect the bottom of kickboard with the surface bolt of sliding tube, the inside of sliding tube with the surface sliding connection of slide bar, the both ends of slide bar all with fixed square plate bolt, the bottom of fixed square plate with the top bolt of slope protection board, guard flap's bottom with connect the top bolt of getting the kickboard.
Optionally, ramp bottom protection mechanism includes leak protection net two, scour prevention stone layer and sealing cement, the scour prevention stone layer with sealing cement is configured to blockking the water in the river course, leak protection net two is configured to right the scour prevention stone layer with sealing cement fixes, the scour prevention stone layer with sealing cement all is located one side of leak protection net two, one side of water drainage tank run through to the inside on scour prevention stone layer.
Optionally, the inner diameter of the sliding pipe is larger than the diameter of the sliding rod, one side of the connecting floating plate is not in contact with the water collecting bricks, and the height of the water collecting bricks is larger than that of the first anti-leakage net.
The beneficial effects obtained by the invention are as follows:
1. by adopting the hollow design, rainwater can be collected and filtered by the water filtering mechanism, and the filtered rainwater can be collected by the water collecting tank in the water filtering mechanism and drained into a river channel through the water draining tank, so that the required rainwater can be absorbed by the vegetation planting layer, and redundant water can be drained into the river channel, so that rainwater is prevented from being accumulated in the water collecting brick to corrode vegetation, the vegetation is prevented from dying, and the condition that soil and water at the bottom of the vegetation are not washed away by the rainwater and run off can be effectively ensured if the vegetation is not dead;
2. through the side setting of slope protection plate connects and gets the mechanism, utilizes connect get in the mechanism connect get the kickboard, can effectually connect to the personnel of unexpected landing and get to avoid personnel can fall into the aquatic because of unexpected landing, and then avoided the emergence of potential safety hazard, improved slope protection structure's factor of safety, utilize simultaneously connect the buoyancy of getting the kickboard, let connect to get and can float after kickboard and the river course water contact on the rivers, and through setting up the sliding tube with the slide bar lets connect to get the kickboard and can follow the water level and rise and descend and go on the decline that rises in step, the condition in the river course can not appear sinking.
Drawings
The invention will be further understood from the following description in conjunction with the accompanying drawings. The components in the figures are not necessarily to scale, emphasis instead being placed upon illustrating the principles of the embodiments. Like reference numerals designate corresponding parts throughout the different views.
FIG. 1 is a schematic view of the structure of the present invention.
FIG. 2 is an enlarged view of a portion of FIG. 1.
Fig. 3 is a structural sectional view of the present invention.
FIG. 4 is an enlarged view of a portion of FIG. 3 at B according to the present invention.
FIG. 5 is an enlarged view of a portion of FIG. 3 at C according to the present invention.
FIG. 6 is a schematic view showing the combination of the vegetation filter layer, the planted layer and the leakage-proof net according to the present invention.
The reference numbers illustrate: 1-a slope protection plate; 2-water collecting bricks; 3-a water filtering mechanism; 31-a water filter plate; 32-water filtration holes; 33-a drainage stone layer; 34-a vegetation planting layer; 35-a first leakage-proof net; 36-a water collection tank; 37-a drainage channel; 4-a pick-up mechanism; 41-connecting a floating plate; 42-a sliding tube; 43-a sliding bar; 44-fixing the square plate; 45-receiving a floating plate; 46-a protective barrier; 5-a ramp bottom protection mechanism; 51-a second leakage-proof net; 52-anti-scouring stone layer; 53-sealing cement.
Detailed Description
In order to make the objects and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the following embodiments; it should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. Other systems, methods, and/or features of the present embodiments will become apparent to those skilled in the art upon review of the following detailed description. It is intended that all such additional systems, methods, features and advantages be included within this description, be within the scope of the invention, and be protected by the accompanying claims. Additional features of the disclosed embodiments are described in detail below and will be apparent from the detailed description.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper" and "lower" and "left" and "right" etc., it is only for convenience of description and simplification of the description based on the orientation or positional relationship shown in the drawings, but it is not indicated or implied that the device or assembly referred to must have a specific orientation.
The first embodiment is as follows: the utility model provides an ecological slope protection structure in river course, includes slope protection plate 1, water-collecting brick 2, drainage mechanism 3, connects to get mechanism 4 and ramp bottom protection mechanism 5, slope protection plate 1 is configured to support water-collecting brick 2, drainage mechanism 3 and connect to get mechanism 4, water-collecting brick 2 is configured to right drainage mechanism 3's top compresses tightly, drainage mechanism 3 install with slope protection plate 1's inside, connect to get mechanism 4 install in one side of slope protection plate 1, water-collecting brick 2 install in drainage mechanism 3's top, ramp bottom protection mechanism 5 installs in one side of slope protection plate 1.
The water filtering mechanism 3 comprises a water filtering plate 31, water filtering holes 32, a water filtering stone layer 33, a vegetation planting layer 34, a first leakage-proof net 35, a water collecting tank 36 and a water draining tank 37, wherein two sides of the water filtering plate 31 are bolted with two sides of an inner cavity of the slope protection plate 1, the water filtering holes 32 are arranged in the water filtering plate 31, the vegetation planting layer 34 is arranged at the top of the water filtering stone layer 33, the water filtering stone layer 33 is arranged at the top of the water filtering plate 31, the vegetation planting layer 34 and the vegetation planting layer 34 are both filled in the first leakage-proof net 35, the first leakage-proof net 35 is arranged at the top of the water filtering plate 31, the water collecting tank 36 is arranged in the water filtering plate 31, one side of the water draining tank 37 is communicated with the water collecting tank 36, the vegetation planting layer 34 is configured to plant vegetation, the water filtering stone layer 33 is configured to block the vegetation planting layer 34, the water collection tank 36 is configured to collect water seeping from the drainage stone layer 33 and the vegetation planting layer 34, and the water discharge tank 37 is configured to discharge water collected inside the water collection tank 36. Connect and get mechanism 4 including connecting kickboard 41, sliding tube 42, slide bar 43, fixed square plate 44, connect and get kickboard 45 and guard flap 46, connect kickboard 41, connect and get kickboard 45 and guard flap 46 and be configured to blockking the crowd of landing, sliding tube 42 with slide bar 43 is configured to drive connect and get kickboard 45 and slide, fixed square plate 44 is configured to right slide bar 43 fixes, connect the bottom of kickboard 41 with the surface bolt of slide tube 42, the inside of sliding tube 42 with the surface sliding connection of slide bar 43, the both ends of sliding bar 43 all with fixed square plate 44 bolt, the bottom of fixed square plate 44 with the top bolt of slope protection board 1, guard flap 46's bottom with connect and get the top bolt of kickboard 45. The ramp bottom protection mechanism 5 comprises a second anti-leakage net 51, an anti-scouring stone layer 52 and sealing cement 53, the anti-scouring stone layer 52 and the sealing cement 53 are configured to block water in a river channel, the second anti-leakage net 51 is configured to fix the anti-scouring stone layer 52 and the sealing cement 53, the anti-scouring stone layer 52 and the sealing cement 53 are both located on one side of the second anti-leakage net 51, and one side of the drainage groove 37 penetrates through the inner part of the anti-scouring stone layer 52. The inner diameter of the sliding pipe 42 is larger than the diameter of the sliding rod 43, one side of the connecting floating plate 41 is not in contact with the water collecting bricks 2, and the height of the water collecting bricks 2 is larger than that of the first anti-leakage net 35.
Example two: the present embodiment should be understood to include at least all the features of any one of the foregoing embodiments, and further improve on the basis thereof, and in particular provide an ecological slope protection structure for a river channel, including a slope protection plate 1, water collection bricks 2, a water filtering mechanism 3, a receiving mechanism 4 and a ramp bottom protection mechanism 5, where the slope protection plate 1 is configured to support the water collection bricks 2, the water filtering mechanism 3 and the receiving mechanism 4, the water collection bricks 2 are configured to press against the top of the water filtering mechanism 3, the water filtering mechanism 3 is installed inside the slope protection plate 1, the receiving mechanism 4 is installed on one side of the slope protection plate 1, the water collection bricks 2 are installed on the top of the water filtering mechanism 3, and the ramp bottom protection mechanism 5 is installed on one side of the slope protection plate 1. Specifically, the water collection bricks 2 play a role in collecting rainwater, and water can permeate into the slope protection plate 1 through the water filtering mechanism 3 and be discharged into the river channel through the water filtering mechanism 3, in addition, in the embodiment, the ramp bottom protection mechanism 5 is further arranged, and the ramp bottom protection mechanism 5 can effectively block water in the river channel, so that the water in the river channel cannot permeate into the ramp, and the situation that water and soil in the river channel are washed away and lost by river channel water is avoided. In this embodiment, the water collecting brick 2 is directly clamped to the top of the water filtering mechanism 3, and the purpose of clamping the water collecting brick 2 to the top of the water filtering mechanism 3 is to compress the water filtering stone layer 33 and the vegetation planting layer 34 of the water filtering mechanism 3 and also to collect rainwater. In this embodiment, still receive through the setting and get mechanism 4 and played the effect that blocks to the personnel of the fall of the mismatching, let the personnel of the fall of the mismatching can be blocked receive the top of getting mechanism 4 to through the cooperation water collection brick 2 uses, can make things convenient for personnel to climb on the ramp when blocking personnel. In this embodiment, the receiving mechanism 4 may also rise according to the increase of the water level in the river, and fall according to the decrease of the water level in the river, and the receiving mechanism 4 may stop after the water level in the river is lower than the water filtering plate 31.
The water filtering mechanism 3 comprises a water filtering plate 31, water filtering holes 32, a water filtering stone layer 33, a vegetation planting layer 34, a first leakage-proof net 35, a water collecting tank 36 and a water draining tank 37, wherein two sides of the water filtering plate 31 are bolted with two sides of an inner cavity of the slope protection plate 1, the water filtering holes 32 are arranged in the water filtering plate 31, the vegetation planting layer 34 is arranged at the top of the water filtering stone layer 33, the water filtering stone layer 33 is arranged at the top of the water filtering plate 31, the vegetation planting layer 34 and the vegetation planting layer 34 are both filled in the first leakage-proof net 35, the first leakage-proof net 35 is arranged at the top of the water filtering plate 31, the water collecting tank 36 is arranged in the water filtering plate 31, one side of the water draining tank 37 is communicated with the water collecting tank 36, the vegetation planting layer 34 is configured to plant vegetation, the water filtering stone layer 33 is configured to block the vegetation planting layer 34, the water collection tank 36 is configured to collect water seeping from the drainage stone layer 33 and the vegetation planting layer 34, and the water discharge tank 37 is configured to discharge water collected inside the water collection tank 36. Specifically, the rainwater falls on the vegetation planting layer 34 and is absorbed by the vegetation planting layer 34, and the excess water permeates the vegetation planting layer 34 and drops into the water collecting tank 36 through the water filtering stone layer 33. In addition, in this embodiment, after the water is collected by the water collection groove 36, the collected water flows according to the inclination angle of the water collection groove 36 and enters the drainage groove 37, and since the drainage groove 37 is also inclined, the water also continues to flow inside the drainage groove 37 and flows into the river channel through the second anti-leakage net 51. In this embodiment, the fine mesh 35 is preferably used to effectively limit the positions of the drainage stone layer 33 and the vegetation planting layer 34, and in this embodiment, the drainage holes 32 are provided to drain water seeped from the drainage stone layer 33 and the vegetation planting layer 34 into the water collection tank 36.
In this embodiment, a method for using a slope protection structure is also provided, the method comprising: the water collecting bricks 2 and the water filtering mechanism 3 are used for collecting rainwater and guiding the rainwater through the top of the water collecting bricks; wherein, the vegetation planting layer 34 is used for collecting rainwater, the rainwater is collected by the vegetation planting layer 34 and then absorbed by the vegetation planting layer 34, the redundant rainwater seeps into the inside of the water filtering stone layer 33 through the vegetation planting layer 34, the rainwater is absorbed again by the water filtering stone layer 33 after entering the water filtering stone layer 33, the redundant rainwater seeps to the top of the water filtering plate 31 through the water filtering stone layer 33 and is discharged into the water collecting tank 36 through the water filtering holes 32, and finally is discharged into the river channel through the water discharging tank 37 on one side of the water collecting tank 36; the receiving mechanism 4 is used for receiving people who accidentally slide off, wherein the receiving floating plate 45 is used for receiving people who accidentally slide off, the height of the edge of the receiving floating plate 45 is increased through the protective baffle 46, so that a safe receiving platform is formed, when river water flow exceeds the second anti-leakage net 51, the river water flow contacts with the bottom of the receiving floating plate 45, the receiving floating plate 45 floats after contacting with the water flow, and if the river water level rises, the connecting floating plate 41 at the bottom of the receiving floating plate 45 slides on the surface of the sliding rod 43, so that the receiving floating plate 45 automatically rises along with the rise of the water flow and falls along with the fall of the water flow; the ramp bottom protection mechanism 5 is utilized to block water in the river channel, so that the ramp is prevented from being washed by water flow. Wherein, the mutual bonding between the scour prevention stone layer 52 and the sealing cement 53 utilizes the sealing cement 53 to bond the scour prevention stone layer 52, can make the scour prevention stone layer 52 with it is airtight waterproof between the scour prevention stone layer 52, the interior rainwater scouring of river course can directly erode the scour prevention stone layer 52 with the sealing cement 53, utilize the scour prevention stone layer 52 with the sealing cement 53 can be effectual avoid rivers can directly rush to the ramp. In this embodiment, the vegetation planting layer 34 is conventional vegetation planting soil, which is a technology known to those skilled in the art, and therefore, in this embodiment, the structure of the vegetation planting layer 34 is not described in detail. In this embodiment, the drainage stone layer 33 and the erosion prevention stone layer 52 are common cobblestones, which are well known to those skilled in the art, and therefore, in this embodiment, the structure of the drainage stone layer 33 and the erosion prevention stone layer 52 will not be described in detail
In this embodiment, the water collecting bricks 2 are directly clamped inside the slope protection plate 1, and the first anti-leakage net 35 can be pressed by the water collecting bricks 2 to compress the drainage stone layer 33 and the vegetation planting layer 34.
Connect and get mechanism 4 including connecting kickboard 41, sliding tube 42, slide bar 43, fixed square plate 44, connect and get kickboard 45 and guard flap 46, connect kickboard 41, connect and get kickboard 45 and guard flap 46 and be configured to blockking the crowd of landing, sliding tube 42 with slide bar 43 is configured to drive connect and get kickboard 45 and slide, fixed square plate 44 is configured to right slide bar 43 fixes, connect the bottom of kickboard 41 with the surface bolt of slide tube 42, the inside of sliding tube 42 with the surface sliding connection of slide bar 43, the both ends of sliding bar 43 all with fixed square plate 44 bolt, the bottom of fixed square plate 44 with the top bolt of slope protection board 1, guard flap 46's bottom with connect and get the top bolt of kickboard 45. Specifically, the inner diameter of the sliding tube 42 is larger than the diameter of the sliding rod 43, and when the sliding tube 42 slides, the sliding tube 42 is larger than the sliding rod 43, so that the sliding space of the sliding tube 42 can be increased, and the sliding tube 42 is prevented from being stuck. In this embodiment, through guard flap 46 install in connect the top of getting kickboard 45, let connect the top of getting kickboard 45 can be protruding to let the personnel of landing can by guard flap 46 blocks, avoids personnel's landing arrives continue to slide after connecting and getting kickboard 45 top. In this embodiment, the fixing square plate 44 is used for fixing the sliding rod 43, so that the bottom of the sliding rod 43 can have a space for allowing the sliding tube 42 to slide sufficiently, in this embodiment, the connecting floating plate 41 connects the sliding tube 42 and the receiving floating plate 45, the connecting floating plate 41 fixes the sliding tube 42 and the receiving floating plate 45, the liquid level sensing element 4 is disposed on the side wall of the sampling bottle 7, and the liquid level sensing element 4 is sequentially disposed at equal intervals along the height of the side wall, the weighing sensing element is disposed at the bottom of the sampling bottle 7, and detects the detection oil sample stored in the sampling bottle 7. In this embodiment, the sampling end of the drawing mechanism 8 is provided with a clamping hand 9, and the clamping hand 9 can move or sample the sampling cup.
The ramp bottom protection mechanism 5 comprises a second anti-leakage net 51, an anti-scouring stone layer 52 and sealing cement 53, the anti-scouring stone layer 52 and the sealing cement 53 are configured to block water in a river channel, the second anti-leakage net 51 is configured to fix the anti-scouring stone layer 52 and the sealing cement 53, the anti-scouring stone layer 52 and the sealing cement 53 are both located on one side of the second anti-leakage net 51, and one side of the drainage groove 37 penetrates through the inner part of the anti-scouring stone layer 52. Specifically, the second anti-leakage net 51 is located the anti-scouring stone layer 52 and one side of the second anti-leakage net 51, and the anti-scouring stone layer 52 and the second anti-leakage net 51 can be limited by the second anti-scouring net 51, so that the anti-scouring stone layer 52 and the sealing cement 53 are prevented from running off, in addition, the drainage groove 37 penetrates into the anti-scouring stone layer 52, so that the drainage groove 37 can normally drain water, the drainage groove 37 can not be blocked by the anti-scouring stone layer 52 when draining water, and meanwhile, the book of the drainage groove 37 can flow into the river channel through the second anti-leakage net 51, in this embodiment, the anti-scouring stone layer 52 is required to be coated on the top of the anti-scouring stone layer 52, the second anti-leakage net 51, the anti-scouring stone layer 52 and the sealing cement 53 can be directly and safely filled into the bottom of the river channel, guarantee that the earth in the ramp can't be taken away to rivers in the river course, improved the barrier propterty of slope protection structure to the ramp. In this embodiment, the second anti-leakage net 51 is preferably woven from a linen.
The inner diameter of the sliding pipe 42 is larger than the diameter of the sliding rod 43, one side of the connecting floating plate 41 is not in contact with the water collecting bricks 2, and the height of the water collecting bricks 2 is larger than that of the first anti-leakage net 35. Specifically, the height of the water collecting bricks 2 is larger than that of the first anti-leakage net 35, so that rainwater can be effectively collected and can be gathered inside the water collecting bricks 2. In this embodiment, the inner diameter of the sliding tube 42 is larger than the diameter of the sliding rod 43, so that the sliding tube 42 does not get stuck during sliding, in this embodiment, the connection floating plate 41 does not contact with the water collection brick 2, so as to ensure that the connection floating plate 41 does not generate friction with the water collection brick 2 when the receiving floating plate 45 ascends or descends along with the river.
In the above embodiments, the descriptions of the respective embodiments have respective emphasis, and reference may be made to the related descriptions of other embodiments for parts that are not described or illustrated in a certain embodiment.
In summary, according to the ecological slope protection structure for a river channel of the present invention, by adopting a hollow design, rainwater can be collected and filtered by the water filtering mechanism 3, and the filtered rainwater can be collected by the water collecting tank 36 in the water filtering mechanism 3 and drained into the river channel through the water draining tank 37, so that the vegetation planting layer 34 can absorb the required rainwater and excess water can be drained into the river channel, thereby preventing rainwater from accumulating inside the water collecting bricks 2 to corrode vegetation, further preventing vegetation from dying, and effectively ensuring that soil and water at the bottom of the vegetation cannot be washed away by the rainwater and lost if the vegetation does not die, by arranging the receiving mechanism 4 on the side surface of the slope protection plate 1, by using the receiving floating plate 45 in the receiving mechanism 4, people who accidentally slide down can be effectively received, thereby avoid personnel can fall into the aquatic because unexpected landing, and then avoided the emergence of potential safety hazard, improved slope protection structure's factor of safety, utilize simultaneously connect the buoyancy of getting kickboard 45, let connect to get and can float after kickboard 45 and the river course water contact on the rivers, and through setting up sliding tube 42 with slide bar 43 lets connect to get kickboard 45 can follow the water level and rise and descend and carry out synchronous rising decline, the condition of sinking in the river course can not appear.
Although the invention has been described above with reference to various embodiments, it should be understood that many changes and modifications may be made without departing from the scope of the invention. That is, the methods, systems, and devices discussed above are examples. Various configurations may omit, substitute, or add various procedures or components as appropriate. For example, in alternative configurations, the methods may be performed in an order different than that described, and/or various components may be added, omitted, and/or combined. Moreover, features described with respect to certain configurations may be combined in various other configurations, as different aspects and elements of the configurations may be combined in a similar manner. Further, elements therein may be updated as technology evolves, i.e., many elements are examples and do not limit the scope of the disclosure or claims.
Specific details are given in the description to provide a thorough understanding of the exemplary configurations including implementations. However, configurations may be practiced without these specific details, for example, well-known circuits, processes, algorithms, structures, and techniques have been shown without unnecessary detail in order to avoid obscuring the configurations. This description provides example configurations only, and does not limit the scope, applicability, or configuration of the claims. Rather, the foregoing description of the configurations will provide those skilled in the art with an enabling description for implementing the described techniques. Various changes may be made in the function and arrangement of elements without departing from the spirit or scope of the disclosure.
In conclusion, it is intended that the foregoing detailed description be regarded as illustrative rather than limiting, and that it be understood that these examples are illustrative only and are not intended to limit the scope of the invention. After reading the description of the invention, the skilled person can make various changes or modifications to the invention, and these equivalent changes and modifications also fall into the scope of the invention defined by the claims.
Claims (5)
1. The utility model provides an ecological slope protection structure in river course, its characterized in that includes revetment board (1), water collection brick (2), drainage mechanism (3), connects and gets mechanism (4) and ramp bottom protection mechanism (5), revetment board (1) is configured as to support catchment brick (2), drainage mechanism (3) and connect and get mechanism (4), it is right to catchment brick (2) be configured as the top of drainage mechanism (3) compresses tightly, drainage mechanism (3) installation with the inside of revetment board (1), connect and get mechanism (4) install in one side of revetment board (1), water collection brick (2) install in the top of drainage mechanism (3), ramp bottom protection mechanism (5) install in one side of revetment board (1).
2. The ecological river channel slope protection structure of claim 1, wherein the water filtering mechanism (3) comprises a water filtering plate (31), water filtering holes (32), a water filtering stone layer (33), a vegetation planting layer (34), a first leakage-proof net (35), a water collecting tank (36) and a water collecting tank (37), both sides of the water filtering plate (31) are bolted to both sides of the inner cavity of the slope protection plate (1), the water filtering holes (32) are arranged inside the water filtering plate (31), the vegetation planting layer (34) is arranged on the top of the water filtering stone layer (33), the water filtering stone layer (33) is arranged on the top of the water filtering plate (31), the vegetation planting layer (34) and the vegetation planting layer (34) are filled inside the first leakage-proof net (35), the first leakage-proof net (35) is arranged on the top of the water filtering plate (31), and the water collecting tank (36) is arranged inside the water filtering plate (31), one side of the drainage trough (37) is communicated with the water collecting trough (36), the vegetation planting layer (34) is configured to plant vegetation, the draining stone layer (33) is configured to block the vegetation planting layer (34), the water collecting trough (36) is configured to collect water seeped out of the draining stone layer (33) and the vegetation planting layer (34), and the drainage trough (37) is configured to drain the water collected in the water collecting trough (36).
3. Ecological slope protection structure of river course according to one of the previous claims, characterized in that the receiving mechanism (4) comprises a connecting floating plate (41), a sliding tube (42), a sliding rod (43), a fixed square plate (44), a receiving floating plate (45) and a protective baffle (46), the connecting floating plate (41), the receiving floating plate (45) and the protective baffle (46) are configured to block people sliding off, the sliding tube (42) and the sliding rod (43) are configured to drive the receiving floating plate (45) to slide, the fixed square plate (44) is configured to fix the sliding rod (43), the bottom of the connecting floating plate (41) is bolted to the surface of the sliding tube (42), the inside of the sliding tube (42) is slidably connected to the surface of the sliding rod (43), both ends of the sliding rod (43) are bolted to the fixed square plate (44), the bottom of the fixed square plate (44) is bolted with the top of the slope protection plate (1), and the bottom of the protective baffle (46) is bolted with the top of the receiving floating plate (45).
4. Ecological slope protection structure of river course according to one of the preceding claims, characterized in that the ramp bottom protection mechanism (5) comprises a second anti-leakage net (51), an anti-scouring stone layer (52) and sealing cement (53), the anti-scouring stone layer (52) and the sealing cement (53) are configured to block water in the river course, the second anti-leakage net (51) is configured to fix the anti-scouring stone layer (52) and the sealing cement (53), the anti-scouring stone layer (52) and the sealing cement (53) are both located on one side of the second anti-leakage net (51), and one side of the drainage channel (37) penetrates into the interior of the anti-scouring stone layer (52).
5. Ecological slope protection structure in river course according to one of the previous claims, characterized in that the inside diameter of the sliding pipe (42) is larger than the diameter of the sliding rod (43), one side of the connecting floating plate (41) is not in contact with the water collecting bricks (2), and the height of the water collecting bricks (2) is larger than the height of the first anti-leakage net (35).
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| CN202111344048.0A CN114182687A (en) | 2021-11-15 | 2021-11-15 | Ecological slope protection structure of river course |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100649103B1 (en) * | 2006-08-08 | 2006-11-24 | 주식회사 혜인이엔씨 | Leeve construction of river |
| CN206916692U (en) * | 2016-12-30 | 2018-01-23 | 刘彦珍 | A kind of hydraulic engineering ecological protection slope structure |
| CN209760147U (en) * | 2019-04-03 | 2019-12-10 | 湖北江能水利水电建设有限公司 | A ecological bank protection for hydraulic engineering |
| CN209975472U (en) * | 2019-01-14 | 2020-01-21 | 张伯涵 | Slope protection device for hydraulic engineering |
| CN210766629U (en) * | 2019-10-09 | 2020-06-16 | 郑绪霞 | Ecological bank protection that hydraulic engineering used |
| CN211210999U (en) * | 2019-11-28 | 2020-08-11 | 青岛永硕海洋科技有限公司 | High-strength safe marine fishing net cage |
| CN213296240U (en) * | 2020-09-13 | 2021-05-28 | 辛涛 | Ecological slope protection mechanism for hydraulic engineering |
| CN213740864U (en) * | 2020-10-15 | 2021-07-20 | 湖南省高禹建设有限公司 | Anti-skidding slope protection structure for hydraulic engineering |
-
2021
- 2021-11-15 CN CN202111344048.0A patent/CN114182687A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100649103B1 (en) * | 2006-08-08 | 2006-11-24 | 주식회사 혜인이엔씨 | Leeve construction of river |
| CN206916692U (en) * | 2016-12-30 | 2018-01-23 | 刘彦珍 | A kind of hydraulic engineering ecological protection slope structure |
| CN209975472U (en) * | 2019-01-14 | 2020-01-21 | 张伯涵 | Slope protection device for hydraulic engineering |
| CN209760147U (en) * | 2019-04-03 | 2019-12-10 | 湖北江能水利水电建设有限公司 | A ecological bank protection for hydraulic engineering |
| CN210766629U (en) * | 2019-10-09 | 2020-06-16 | 郑绪霞 | Ecological bank protection that hydraulic engineering used |
| CN211210999U (en) * | 2019-11-28 | 2020-08-11 | 青岛永硕海洋科技有限公司 | High-strength safe marine fishing net cage |
| CN213296240U (en) * | 2020-09-13 | 2021-05-28 | 辛涛 | Ecological slope protection mechanism for hydraulic engineering |
| CN213740864U (en) * | 2020-10-15 | 2021-07-20 | 湖南省高禹建设有限公司 | Anti-skidding slope protection structure for hydraulic engineering |
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