CN217399525U - Combined permeable ecological revetment - Google Patents

Abstract

A combined permeable ecological revetment comprises at least one slope fixing component, wherein the bottom end of the slope fixing component is connected to a slope bank; the first ecological frame assembly is arranged between a slope and a water area and comprises a plurality of integrated plant pots positioned at the top ends and a water-permeable soil-retaining wave-dissipating assembly arranged below the integrated plant pots, and the water-permeable soil-retaining wave-dissipating assembly is connected with the slope-fixing assembly; the second ecological frame assembly is arranged in the water area and comprises a plurality of plant frames positioned at the top end and a wave-blocking and eliminating grating assembly arranged below the plant frames; the blocking and wave-eliminating grating component is connected with the permeable soil-blocking and wave-eliminating component and forms an aquatic animal inhabiting area with the permeable soil-blocking and wave-eliminating grating component. The utility model relates to a combination formula ecological bank protection that permeates water utilizes solid slope subassembly, first ecological frame subassembly, the ecological frame subassembly of second to splice into the grid structure, and the pin-connected panel combination is convenient for be under construction, easily builds the readily removable, does not have and remains, and is simple and efficient, practices thrift cost and time, easily popularizes and applies.

Description

Combined permeable ecological revetment

Technical Field

The utility model belongs to the technical field of the water conservancy protection, more specifically relates to a modular ecological shore protection that permeates water.

Background

The slope protection and bank protection are one of the main means for preventing water and soil loss, and in order to ensure the stability of the natural form of the bank and the naturalness of the slope body, slope protection and bank protection components can be arranged on the surface of the slope body and the slope toe, so that the water and soil loss is prevented, and the attractiveness is improved. In the past water conservancy and view river engineering construction, the general traditional way adopts the form of putting slope naturally and pressing the toe with gabion, or setting concrete pile and wood pile on the toe, or setting stone retaining wall on the toe, etc. The forms and the materials are various, and the overall functions are soil retaining and soil loss prevention. The gabion and the stone retaining wall need to be constructed by a cofferdam dry water method, raw material transportation consumes large manpower and material resources, dust pollution is serious, the construction period is long, and the type of revetment damages the space where aquatic animals and plants depend on survival; the concrete pile construction needs large-scale equipment for matched construction, a narrow site is easily limited by the site, and the concrete pile plate belongs to a hard revetment, so that water and soil blending is prevented, and the living environment of aquatic animals and plants is damaged; although the wooden piles are light and convenient to construct, the durability and the ecological environment damage caused by felling trees are not available. Therefore, a combined permeable ecological bank protection is needed to solve at least one of the above problems.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a modular ecological bank protection that permeates water to solve at least one of the above-mentioned problem that traditional bank protection exists.

In order to realize the above-mentioned purpose, the utility model provides a modular ecological shore protection of permeating water for prevent soil erosion and water loss between bank and waters, include:

the bottom end of the slope fixing component is connected to the slope bank;

the first ecological frame assembly is arranged between the slope bank and the water area and comprises a plurality of integrated plant pots positioned at the top ends and a water-permeable soil-retaining wave-dissipating assembly arranged below the integrated plant pots, and the water-permeable soil-retaining wave-dissipating assembly is connected to the slope-fixing assembly;

the second ecological frame assembly is arranged in the water area and comprises a plurality of plant frames positioned at the top end and a blocking wave-dissipating grating assembly arranged below the plant frames; the blocking wave-breaking grille component is connected with the permeable soil-blocking wave-breaking component and forms an aquatic animal inhabiting area together with the permeable soil-blocking wave-breaking component.

Preferably, a plurality of resistance anchor rods are further included;

the slope fixing components are arranged along the slope bank in sequence from high to low to the water area;

the resistance-resisting anchor rods are connected to at least one of the slope fixing assemblies, the first ecological frame assembly and the second ecological frame assembly and are inserted into a foundation layer below the slope bank.

Preferably, the slope fixing components are of a grid structure, each slope fixing component comprises a plurality of first anchor piles and a plurality of first connecting plates, each first connecting plate is arranged between adjacent first anchor piles, and the first anchor piles of adjacent slope fixing components are in one-to-one correspondence and connected through second connecting plates;

the first anchor pile is cylindrical, four clamping grooves are formed in the periphery of the first anchor pile in the vertical direction, first convex strips are arranged at the end portions of the first connecting plate and the second connecting plate, and the first convex strips are clamped in the clamping grooves;

the resistance anchor rod is inserted into the first anchor pile;

the first connecting plate is arc-shaped, a plurality of first flow guide holes are formed in the upper portion of the first connecting plate, and a first hollow area is formed in the lower portion of the first connecting plate.

Preferably, the water-permeable soil-retaining wave-dissipating component comprises a plurality of second anchor piles and a plurality of third connecting plates, and each third connecting plate is arranged between adjacent second anchor piles;

every the second anchor pile with it is adjacent to the subassembly that disappears of retaining soil that permeates water the slope subassembly first anchor pile one-to-one, and pass through second connecting plate interconnect, the second anchor pile with first anchor pile structure is the same.

Preferably, the third connecting plate includes upper portion board and lower part fretwork board, the upper portion board includes first board unit and second board unit, first board unit with the second board unit all includes a pair of first side and a pair of second side, and is a pair of first side is the arcwall face of relative setting, first board unit with the second board unit is relative the second side is the cambered surface, and mutual lock makes first board unit with the junction of second board unit is oval section of thick bamboo or drum, first board unit with the second board unit carried on the back mutually the second side is equipped with the second sand grip, in order with second anchor pile joint.

Preferably, the first side surfaces of the first plate unit and the second plate unit are provided with a plurality of second flow guide holes, and the oval cylinder or the cylinder is provided with a plurality of water permeable holes which are uniformly distributed along the vertical direction;

a wave dissipation plate is arranged between the pair of first side surfaces of the first plate unit and between the pair of first side surfaces of the second plate unit, and comprises a cylindrical plate, a plurality of fixing plates connected to the first side surfaces and/or the second side surfaces from the periphery of the cylindrical plate, and a plurality of vortex plates protruding from the inner periphery of the cylindrical plate to the middle part of the cylindrical plate in a centripetal turbine shape;

the second diversion hole penetrates through the cylindrical plate and the vortex plate between the pair of first side faces;

gaps are reserved between the cylindrical plate and the fixing plates and between the cylindrical plate and the vortex plates; a water filtering device is arranged in the gap.

Preferably, one end of each integrated plant pot is connected between the adjacent second anchor piles, and the other end of each integrated plant pot is connected between the two first anchor piles of the slope fixing component adjacent to the water-permeable soil-retaining wave-dissipating component, and the integrated plant pots are arranged from the slope fixing component in a downward inclined manner;

the upper surface of integrated plant basin is equipped with a plurality of plant planting holes that set up along vertical direction for plant, integrated plant basin be equipped with by one end runs through a plurality of overflow holes of the other end, the four corners of integrated plant basin be equipped with the second anchor pile or the unfilled corner of first anchor pile adaptation and protrusion in the grafting strip of unfilled corner.

Preferably, the wave arresting and dissipating grid assembly comprises a plurality of third anchor piles and a plurality of fourth connecting plates, and each fourth connecting plate is arranged between adjacent third anchor piles; each plant frame is in a frame shape, one end of each plant frame is connected to the top ends of a pair of adjacent third anchor piles, and the other end of each plant frame is connected to a pair of adjacent second anchor piles;

each third anchor pile corresponds to one second anchor pile in a front-back one-to-one mode and is connected with one second connecting plate, and the third anchor pile is identical to the first anchor pile in structure;

and a hollow-out area is arranged on the fourth connecting plate.

Preferably, the plant frame and/or the integrated plant pot are horizontally arranged below the water wheel guide plate, the water wheel guide plate is arranged below the plant frame and/or the integrated plant pot, and the two ends of the water wheel guide plate are respectively connected to a pair of adjacent third anchor piles and a pair of adjacent second anchor piles or connected to a pair of adjacent second anchor piles and a pair of adjacent first anchor piles;

the anti-scouring plate is provided with wave dissipation holes which are fully distributed and a plurality of willow leaf holes which are arranged in a water wheel shape and penetrate through part of the wave dissipation holes, the water wheel flow guide plate comprises a plurality of blades, each blade is inserted into the willow leaf hole, or,

the scour prevention plate is of a hollow net structure.

The utility model relates to a modular ecological shore protection of permeating water, its beneficial effect lies in: utilize solid slope subassembly, first ecological frame subassembly, second ecological frame subassembly to splice into grid structure, the pin-connected panel combination, the construction of being convenient for, easily build the readily removable, do not have residue, simple and efficient practices thrift cost and time, easily popularizes and applies.

Other features and advantages of the present invention will be described in detail in the detailed description which follows.

Drawings

The above and other objects, features and advantages of the present invention will become more apparent by describing in more detail exemplary embodiments thereof with reference to the attached drawings, in which like reference numerals generally represent like parts throughout the exemplary embodiments of the present invention.

Fig. 1 shows a schematic cross-sectional view of a combined permeable ecological revetment according to an exemplary embodiment of the present invention;

fig. 2 shows a schematic layout of a combined permeable ecological revetment according to an exemplary embodiment of the present invention;

fig. 3 shows a schematic connection diagram of a grid mechanism frame and an integrated plant pot of the combined permeable ecological bank protection according to an exemplary embodiment of the present invention;

fig. 4 shows a schematic structural view of a grid mechanism frame of a combined permeable ecological revetment according to another exemplary embodiment of the present invention;

fig. 5 is a schematic top view of the slope fixing components of the combined permeable ecological revetment according to an exemplary embodiment of the present invention connected in a grid depression configuration;

fig. 6 shows a schematic structural view of a first connection plate of a first ecological frame assembly of the combined water-permeable ecological revetment according to an exemplary embodiment of the present invention;

fig. 7 shows a schematic upper plate structure diagram of a third connecting plate of a first ecological frame assembly of a combined permeable ecological revetment according to an exemplary embodiment of the present invention;

fig. 8 shows a schematic structural view of an integrated plant pot of a first bio-frame assembly of a modular water permeable ecological bank protection according to an exemplary embodiment of the present invention;

fig. 9 shows a schematic structural view of an anti-scouring plate of the combined permeable ecological revetment according to an exemplary embodiment of the present invention;

fig. 10 shows a schematic structural diagram of a water wheel deflector of the combined permeable ecological bank protection according to an exemplary embodiment of the present invention.

Description of reference numerals:

1. the slope bank, 2, the waters, 3, the slope fixing component, 31 the first anchor pile, 311 the clamping groove, 32 the first connecting plate, 321 the first diversion hole, 33 the second connecting plate, 4, the first ecological frame component, 41 the integrated plant pot, 411 the plant planting hole, 412 the overflow hole, 413 the splicing strip, 42 the water permeating, soil retaining and wave dissipating component, 421 the second anchor pile, 422 the third connecting plate, 423 the second diversion hole, 424 the water permeating hole, 425 the second raised line, 426 the cylindrical plate, 427 the fixed plate, 428 the plate, 5, the second ecological frame component, 51 the plant frame, 52 the blocking and wave dissipating grating component, 521 the third anchor pile, 522 the fourth connecting plate, 6 the resistance anchor rod, 7 the water wheel erosion preventing plate, 71 the wave dissipating hole, 72 the willow leaf hole, 8 the water wheel guide plate, 81 blades and 9 the permeation path.

Detailed Description

Preferred embodiments of the present invention will be described in more detail below. While the following describes preferred embodiments of the present invention, it should be understood that the present invention may be embodied in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the invention to those skilled in the art.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship indicated based on the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

For solving the problem that prior art exists, the utility model provides a modular ecological shore protection of permeating water, as shown in fig. 1 to fig. 10 for prevent soil erosion and water loss between bank 1 and waters 2, include:

the bottom end of the slope fixing component 3 is connected with the slope bank 1;

the first ecological frame assembly 4 is arranged between the slope 1 and the water area 2, and comprises a plurality of integrated plant pots 41 positioned at the top end and a water-permeable soil-retaining wave-dissipating assembly 42 arranged below the integrated plant pots 41, and the water-permeable soil-retaining wave-dissipating assembly 42 is connected to the slope-fixing assembly 3;

the second ecological frame assembly 5 is arranged in the water area 2, and comprises a plurality of plant frames 51 positioned at the top end and a wave-stopping and dissipating grid assembly 52 arranged below the plant frames 51; the wave-arresting grid assembly 52 is connected to the water permeable soil-retaining wave-arresting assembly 42 and forms therewith an aquatic animal habitat.

The utility model relates to a combination formula ecological bank protection that permeates water utilizes solid slope subassembly 3, first ecological frame subassembly 4, the ecological frame subassembly 5 of second to splice into the grid structure, and the pin-connected panel combination is convenient for be under construction, easily builds the readily removable, does not have and remains, and is simple and efficient, practices thrift cost and time, easily popularizes and applies.

As shown in fig. 1 to 3, the combined permeable ecological revetment further comprises a plurality of resistance anchor rods 6;

the slope fixing components 3 are multiple, and the slope fixing components 3 are sequentially arranged from high to low along the slope 1 to the water area;

the resistance anchor rods 6 are connected to at least one of the slope fixing assemblies 3, the first ecological frame assembly 4 and the second ecological frame assembly 5 and are inserted into a foundation layer below the slope bank 1.

The resistance anchor rod 6 is determined according to stress requirements, and can not be arranged or arranged at a required position according to stress conditions so as to strengthen the resistance of the slope fixing component 3, the first ecological frame component 4 and the second ecological frame component 5.

As shown in fig. 3 and 4, the slope fixing components 3 are in a grid structure, each slope fixing component 3 includes a plurality of first anchor piles 31 and a plurality of first connecting plates 32, each first connecting plate 32 is arranged between adjacent first anchor piles 31, and the first anchor piles 31 of adjacent slope fixing components 3 are in one-to-one correspondence and connected through second connecting plates 33;

as shown in fig. 5, the first anchor pile 31 is cylindrical, four clamping grooves 311 are formed in the periphery of the first anchor pile 31 in the vertical direction, and first protruding strips are arranged at the end portions of the first connecting plate 32 and the second connecting plate 33 and clamped in the clamping grooves;

the resistance anchor rod 6 is inserted in the first anchor pile 31;

first connecting plate 32 is the arc, can be by 2 bulges towards the bank 1 in waters, also can be by 1 bulges to 2 waters in the bank, first connecting plate 32 upper portion is equipped with a plurality of first water conservancy diversion holes 321 towards 2 settings in waters, the infiltration of the upper portion water of being convenient for, and keeps off native, and first connecting plate 32's lower part is equipped with first fretwork district, the infiltration of the water of being convenient for.

As shown in fig. 6, in an embodiment of the present application, the first connecting plate 32 is an arc-shaped plate, two ends of the first connecting plate are provided with first protruding strips, the first connecting plate 32 can be a multi-layer structure, the interior of the first connecting plate is hollow, and a plurality of reinforcing plates are provided to improve strength, the first guiding holes 321 are provided on an upper portion of the first connecting plate 32, a lower portion of the first connecting plate 32 is a hollow structure for allowing surface water or water near the surface to flow, and the water flows through the penetrating path 9 along the ground layer and flows through the first guiding holes 321 or the hollow structure of the slope fixing component 3. The upper portion of the first connection plate 32 is provided with a hole structure instead of hollowing out in order to reinforce the strength near the surface layer, thereby avoiding the increase of the soil-retaining effect.

The cross section of the first convex strip is arc-shaped, the clamping groove 311 is arc-shaped, and the opening of the clamping groove is folded to clamp the first convex strip, so that self-locking is realized.

The first anchor pile 31 may be square or cylindrical, depending on the actual requirements. In this embodiment, the first anchor pile 31 is a cylindrical structure, and four clamping grooves 311 are uniformly distributed along the circumferential direction of the outer periphery and are all arranged along the axial direction of the first anchor pile 31, so that the connecting plates can be conveniently connected to different positions. The first anchor pile 31, the first connecting plate 32 and the second connecting plate 33 are made of polymer composite materials, and can be made of composite materials with PVC and ABS as main raw materials.

As shown in fig. 2 to 4, a plurality of slope fixing components 3 are arranged in a ladder shape along the slope direction of the slope 1 and are connected with each other through second connecting plates 33 to form a grid structure, so that the assembly and the splicing are convenient, the slope soil is subjected to grid partitioning and is connected into a whole through first anchor piles and first connecting plates 32 inserted into the soil of the slope 1, the integrity of the slope soil is enhanced, the anchor piles are additionally arranged to play a role in fixing the slope, the slippage resistance and the overall stability of the soil of the slope 1 are improved, and the overall stability of the natural form of the slope 1 is realized; can carry out the water conservancy diversion reposition of redundant personnel through first water conservancy diversion hole 321 to rainwater, surface water etc. reduce water velocity to rivers have been reduced and have been carried the ability of sand with soil. The specifications of the first anchor piles 31 of the slope fixing assemblies 3 can be different from each other according to the stress condition.

The utility model discloses an in other embodiments, a plurality of solid slope subassemblies 3 also can form the grid structure through a plurality of frameworks and a plurality of anchor pile concatenation.

As shown in fig. 4, the water permeable soil retaining and wave dissipating assembly 42 includes a plurality of second anchor piles 421 and a plurality of third connecting plates 422, and each third connecting plate 422 is disposed between adjacent second anchor piles 421;

each second anchor pile 421 corresponds to the first anchor pile 31 of the slope fixing component 3 adjacent to the water-permeable soil-retaining wave-dissipating component 42 one by one, and is connected with each other through the second connecting plate 33, and the second anchor piles 421 have the same structure as the first anchor piles 31. The second anchor piles 421 and the third connecting plates 422 are both located in the soil body of the bank 1.

As shown in fig. 7, the third connecting plate 422 includes an upper plate and a lower hollow plate, the upper plate includes a first plate unit and a second plate unit, the first plate unit and the second plate unit both include a pair of first sides and a pair of second sides, the pair of first sides are arc surfaces that are arranged oppositely, the opposite second sides of the first plate unit and the second plate unit are arc surfaces, and are buckled with each other to make the joint of the first plate unit and the second plate unit be an oval cylinder or a cylinder, and the second side of the first plate unit and the second plate unit that is opposite to each other is provided with a second protruding strip 425 to be buckled with the second anchor pile 421.

A plurality of second flow guide holes 423 are formed in the first side surfaces of the first plate unit and the second plate unit, and a plurality of water permeable holes 424 are uniformly distributed in the vertical direction on the oval cylinder or the cylinder;

a wave dissipation plate is arranged between the pair of first side faces of the first plate unit and the pair of first side faces of the second plate unit, and comprises a cylindrical plate 426, a plurality of fixing plates 427 connected with the first side faces and/or the second side faces through the periphery of the cylindrical plate 426, and a plurality of vortex plates 428 protruding from the inner periphery of the cylindrical plate 426 to the middle part of the cylindrical plate 426 in a centripetal turbine shape;

the second flow guide holes 423 penetrate the cylindrical plate 426 and the vortex plate 428 between the pair of first sides and/or;

gaps are provided between the cylindrical plate 426 and the plurality of fixing plates 427 and between the cylindrical plate 426 and the plurality of vortex plates 428; a water filtering device is arranged in the gap. The lower hollow plate is of a net-shaped hollow structure, so that accumulated water can flow out or permeate conveniently.

Retaining soil unrestrained subassembly 42 that permeates water locates the edge of bank 1, and contact with waters 2, integrated plant basin 41 second anchor pile 421 and/or third connecting plate 422 pass through ground tackle (not shown) articulated, also can directly cooperate the connection, wherein, third connecting plate 422 is used for retaining soil and can makes ponding in the bank 1 pass through hole 425 and the second water conservancy diversion hole 423 of permeating water, third connecting plate 422 can effectively keep off soil through its self structure, and can permeate water through the drainage device of establishing and only soil, avoid rivers to carry too much soil entering waters 2. Wherein, water filtering device is the filter bag, can change as required.

The seepage water carrying soil such as rainwater and surface water passing through the first guide holes 321 seeps through the second guide holes 423 to form a seepage path 9 shown in fig. 1, and the third connecting plate 422 can block soil and filter soil in the soil-carrying water through the water filtering device, so that the filtered seepage water can seep downwards to avoid water and soil loss. The permeable path 9 is downward along the slope direction of the slope 1, is formed by itself according to the flow direction of the seepage water, and sequentially passes through the first diversion holes 321 and/or the first hollowed-out areas, the second diversion holes 423 and/or the permeable holes 425 and/or the lower hollowed-out plates.

As shown in fig. 3, one end of each integrated plant pot 41 is connected between the adjacent second anchor piles 421, and the other end is connected between the two first anchor piles 31 of the slope fixing component 3 adjacent to the water permeable soil retaining and wave dissipating component 42, and is arranged in a downward inclined manner from the slope fixing component 3;

as shown in fig. 8, the upper surface of the integrated plant pot 41 is provided with a plurality of plant planting holes 411 arranged along the vertical direction for planting plants, the integrated plant pot 41 is provided with a plurality of overflow holes 412 penetrating the other end from one end, namely, the overflow holes 412 penetrate the second ecological frame component 5 from the slope fixing component 3, and four corners of the integrated plant pot 41 are provided with unfilled corners adapted to the second anchor piles 421 or the first anchor piles 31 and insertion strips 413 protruding from the unfilled corners.

Integrated plant basin 41 is used for planting ornamental plant, can fill planting soil in the plant planting hole 411 to in order of sequence equipartition, overflow hole 412 and the second water conservancy diversion hole 423 of integrated plant basin 41 divide into and lie in both ends from top to bottom, in order to realize the reposition of redundant personnel to the seepage water, reduce water velocity, thereby reduced rivers and carried the ability of sand with the soil, avoid excessive soil erosion and water loss.

As shown in fig. 4, the wave arresting grid assembly 52 comprises a plurality of third anchor piles 521 and a plurality of fourth connecting plates 522, each fourth connecting plate 522 being provided between adjacent third anchor piles 521; each of the plant frames 51 has a frame shape having one end connected to the top ends of a pair of adjacent third anchors 521 and the other end connected to a pair of adjacent second anchors 421.

Each third anchor pile 521 corresponds to one second anchor pile 421 from front to back one by one and is connected with each other through a second connecting plate 33, and the third anchor pile 521 has the same structure as the first anchor pile 31;

a hollow area is arranged on the fourth connecting plate 522 and used for seeping water.

The hollow-out area of the fourth connecting plate 522 may be a rectangular grid structure as shown in fig. 3, or may be an irregular hole grid structure as shown in fig. 4.

As shown in fig. 3, 9 and 10, the combined permeable ecological revetment further comprises a plurality of erosion preventing plates 7 and water wheel guide plates 8, wherein the erosion preventing plates 7 are horizontally arranged below the plant frame 51 and/or the integrated plant pot 41 in a one-to-one correspondence manner, and both ends of the erosion preventing plates 7 are respectively connected to a pair of adjacent third anchor piles 521 and a pair of adjacent second anchor piles 421, or connected to a pair of adjacent second anchor piles 421 and a pair of adjacent first anchor piles 31;

the erosion-resistant plate 7 is provided with a full-cloth wave dissipation hole 71 and a plurality of willow leaf holes 72 which are arranged in a water wheel shape and penetrate through partial wave dissipation holes, the water wheel flow guide plate 8 comprises a plurality of blades 81, each blade 81 is inserted in the willow leaf hole 72, or,

as shown in fig. 4, in an embodiment of the present application, the erosion prevention plate 7 is a hollow mesh structure formed by a plurality of rectangular holes.

The hole shapes of the wave dissipation holes 71 of the anti-scouring plate 7 are different and are irregularly arranged so as to be convenient for wave elimination and prevent wave scouring under the combined action of the anti-scouring plate and the water wheel guide plate 8, and the anti-scouring plate can also be formed by arranging regular rectangular holes and prevent water waves from scouring the slope 1.

Form aquatic animal habitat, the fish nest promptly between fourth connecting plate 522 and the third connecting plate 422, the aquatic plant's of natural cultivation developed root system and scour prevention board 7 subduct the influence of wave in through the plant frame 51, form relatively stable water flow environment, both satisfied soil and water and melt, the antiscour function, for organisms such as fish provide good habitat again, with the help of the root system of plant, provide a space that is more favorable to fish to live.

As shown in fig. 1, the fourth connecting plate 522 is used as a structure closest to the water area 2 to form a first wave-dissipating structure, the areas a in front of and behind the first wave-dissipating structure are first wave-affected areas, and in this area, the waves in the water area 2 are shunted by the fourth connecting plate 522, the erosion-resistant plate 7 and the water-wheel deflector 8 to reduce the waves;

the third connecting plate 422 is also in the range of the water area 2, a second wave-dissipating structure is formed between the third connecting plate 422 and the fourth connecting plate 522 through the erosion-resistant plate 7 and the water wheel guide plate 8, so that water flow close to the edge of the slope 1 can be further dispersed and waves can be reduced, and the area B between the third connecting plate 422 and the fourth connecting plate 522 is a second wave-affected area, and in the area, the water flow is relatively stable, so that the survival of aquatic plants such as fishes is facilitated;

the region C of the third connecting plate 422 close to the bank 1 is a water and soil fusion region, which forms a third wave influence region, in which the influence of the waves is further reduced, the water flow is stable, the impact on the bank 1 is greatly reduced, and the water and soil loss is further prevented.

The outer side of the plant frame 51 can be provided with a decorative layer, such as artistic modeling like wood grain, stone grain and metal texture, and the decorative layer and the planted plants form a landscape, the landscape design can provide various choices according to different project requirements, and the landscape is attractive and meets the requirements of manufacturing cost and construction period.

The utility model relates to a combined type permeable ecological revetment, which adopts polymer composite materials, main construction materials can be customized, prefabricated or prepared in a factory in advance, the field construction period is shortened, the combined type permeable ecological revetment has the obvious advantages of light weight, high strength, corrosion resistance, aging resistance, recoverability and the like, and the combined type permeable ecological revetment is modularized and standardized in design and is easy to produce and transport in a factory;

the assembly type construction does not need to use large-scale construction equipment, the process is simple, the applicability is strong, a small-scale machine can be used for driving the pile into the pile directly and quickly with a high-frequency vibration hammer, a permeable earth retaining plate is pressed into the pile, an upper ecological frame is installed, the site construction is simple, convenient and quick, compared with the traditional shore protection construction method, heavy materials such as concrete and stones are involved, the large-scale machine is required to be matched for construction, the construction can be carried out after cofferdam drainage is required to be arranged, the working surface is required to be large, the construction period is long, and unsmooth drainage of an inland river is caused during construction; the cofferdam is formed by assembling and combining polymer piles, plates and the like, and when the cofferdam needs to be dismantled and rebuilt, the traditional method is different from the traditional method, and chiseling and breaking are performed after cofferdam drainage is formed without an underwater caisson. The water-proof and anti-aging multifunctional combined wall body has the advantages of light weight, high strength, spliced combination, convenient construction, easy construction and disassembly, no residue, simplicity, convenience and rapidness, cost and time saving, easy popularization and application, corrosion resistance, aging resistance, recoverability, good hydrophilic landscape effect, modular design and production of the structure, combined splicing, good integrity, high cost performance, high construction speed, extremely low requirements on fields and equipment, and multifunctional combination with water flow scouring resistance, water and soil loss resistance, soil stabilization and slope protection, water and soil blending, soil blocking and siltation resistance and self-repair along with seasonal change;

the reinforced self-locking grid structure is formed by inserting anchor piles and connecting plates (or frames) of different specifications into the soil body of the slope 1 at the 1 side of the slope, the grid is divided into blocks and connected into a whole for reinforcing the integrity of the slope soil body, the slope fixing effect is achieved, the slippage resistance and the overall stability of the slope soil body are improved, and the overall stability of the natural form of the slope is realized;

on the premise of meeting the self functions of the structure, the ecological landscape function can be expanded. The application forms natural transition from a shore biological system to an aquatic system, supplements each other, blends with each other, has self-repairing capability, enhances the vitality of ecological sustainable development of a river channel, and achieves the design effects of human water and harmony.

While various embodiments of the present invention have been described above, the above description is intended to be illustrative, not exhaustive, and not limited to the disclosed embodiments. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the described embodiments.

Claims (9)

1. The utility model provides a modular ecological shore protection of permeating water for prevent soil erosion and water loss between bank (1) and waters (2), its characterized in that includes:

the bottom end of the slope fixing component (3) is connected to the slope bank (1);

the first ecological frame assembly (4) is arranged between the slope bank (1) and the water area (2), and comprises a plurality of integrated plant pots (41) positioned at the top end and a water permeable soil retaining wave dissipating assembly (42) arranged below the integrated plant pots (41), and the water permeable soil retaining wave dissipating assembly (42) is connected to the slope fixing assembly (3);

the second ecological frame assembly (5) is arranged in the water area (2), and comprises a plurality of plant frames (51) positioned at the top end and a wave-stopping grid assembly (52) arranged below the plant frames (51); the wave-arresting grid assembly (52) is connected to the water-permeable soil-retaining wave-arresting assembly (42) and forms an aquatic animal habitat therewith.

2. The combined permeable ecological revetment according to claim 1, further comprising a plurality of resistant anchor rods (6);

the slope fixing assemblies (3) are arranged in sequence from high to low along the slope bank (1) to the water area;

the resistance anchor rods (6) are connected to at least one of the slope fixing assemblies (3), the first ecological frame assembly (4) and the second ecological frame assembly (5) and are inserted into a foundation layer below the slope bank (1).

3. The combined permeable ecological revetment according to claim 2, wherein a plurality of said slope fixing components (3) are in a grid structure, each said slope fixing component (3) comprises a plurality of first anchor piles (31) and a plurality of first connecting plates (32), each said first connecting plate (32) is disposed between adjacent said first anchor piles (31), said first anchor piles (31) of adjacent said slope fixing components (3) are in one-to-one correspondence and connected by second connecting plates (33);

the first anchor pile (31) is cylindrical, four clamping grooves (311) are formed in the periphery of the first anchor pile (31) in the vertical direction, first convex strips are arranged at the end portions of the first connecting plate (32) and the second connecting plate (33), and the first convex strips are clamped in the clamping grooves;

the resistance anchor rod (6) is inserted into the first anchor pile (31);

the first connecting plate (32) is arc-shaped, a plurality of first flow guide holes (321) are formed in the upper portion of the first connecting plate (32), and a first hollow-out area is formed in the lower portion of the first connecting plate (32).

4. The combined water-permeable ecological revetment according to claim 3, wherein said water-permeable soil-retaining wave-breaking assembly (42) comprises a plurality of second anchor piles (421) and a plurality of third connection plates (422), each of said third connection plates (422) being disposed between adjacent ones of said second anchor piles (421);

each second anchor pile (421) corresponds to the first anchor pile (31) of the slope fixing component (3) adjacent to the water-permeable soil retaining and wave dissipating component (42) in a one-to-one mode, the first anchor piles are connected with the second connecting plate (33) in an interconnecting mode, and the second anchor piles (421) are identical to the first anchor piles (31) in structure.

5. The combined water-permeable ecological revetment according to claim 4, wherein the third connecting plate (422) comprises an upper plate and a lower hollowed-out plate, the upper plate comprises a first plate unit and a second plate unit, each of the first plate unit and the second plate unit comprises a pair of first side surfaces and a pair of second side surfaces, the pair of first side surfaces are arc-shaped surfaces which are arranged oppositely, the second side surfaces which are arranged oppositely of the first plate unit and the second plate unit are arc-shaped surfaces and are mutually buckled to enable the joint of the first plate unit and the second plate unit to be an oval cylinder or a cylinder, and the second side surfaces, which are opposite to each other, of the first plate unit and the second plate unit are provided with second protruding strips (425) for being clamped with the second anchor piles (421).

6. The combined permeable ecological revetment according to claim 5, wherein said first side of said first and second plate units is provided with a plurality of second guiding holes (423), said oval cylinder or drum is provided with a plurality of permeable holes (424) uniformly distributed along the vertical direction;

a wave dissipation plate is arranged between the pair of first side faces of the first plate unit and between the pair of first side faces of the second plate unit, and the wave dissipation plate comprises a cylindrical plate (426), a plurality of fixing plates (427) connected to the first side faces and/or the second side faces through the periphery of the cylindrical plate (426), and a plurality of vortex plates (428) extending from the inner periphery of the cylindrical plate (426) to the middle part of the cylindrical plate in a centripetal turbine shape;

the second flow guide holes (423) penetrate through the cylindrical plate (426) and the whirl plate (428) between the pair of first side surfaces;

gaps are arranged between the cylindrical plate (426) and the plurality of fixing plates (427) and between the cylindrical plate (426) and the plurality of vortex plates (428); a water filtering device is arranged in the gap.

7. The combined water-permeable ecological revetment according to claim 4, wherein each integrated plant pot (41) has one end connected between the adjacent second anchor piles (421) and the other end connected between the two first anchor piles (31) of the slope-fixing component (3) adjacent to the water-permeable soil-retaining wave-dissipating component (42), and is arranged obliquely downwards from the slope-fixing component (3);

the upper surface of integrated plant basin (41) is equipped with a plurality of plant planting holes (411) that set up along vertical direction for plant, integrated plant basin (41) be equipped with by one end runs through a plurality of overflow holes (412) of the other end, the four corners of integrated plant basin (41) be equipped with second anchor pile (421) or the unfilled corner of first anchor pile (31) adaptation and protrusion in grafting strip (413) of unfilled corner.

8. The combined permeable ecological revetment according to claim 4, wherein said wave-arresting grid assembly (52) comprises a plurality of third anchor piles (521) and a plurality of fourth connecting plates (522), each of said fourth connecting plates (522) being disposed between adjacent ones of said third anchor piles (521); each plant frame (51) is of a frame shape and is used for placing aquatic plants, one end of each plant frame is connected to the top end of a pair of adjacent third anchor piles (521), and the other end of each plant frame is connected to a pair of adjacent second anchor piles (421);

each third anchor pile (521) corresponds to one second anchor pile (421) in a front-back one-to-one manner and is connected with the second anchor pile through one second connecting plate (33), and the third anchor pile (521) and the first anchor pile (31) have the same structure;

and a hollow-out area is arranged on the fourth connecting plate (522).

9. The combined permeable ecological revetment according to claim 8, further comprising a plurality of erosion preventing plates (7) and water wheel deflectors (8), wherein the erosion preventing plates (7) are horizontally arranged below the plant frame (51) and/or the integrated plant pot (41) in a one-to-one correspondence, and both ends of the erosion preventing plates are respectively connected to a pair of adjacent third anchor piles (521) and a pair of adjacent second anchor piles (421), or connected to a pair of adjacent second anchor piles (421) and a pair of adjacent first anchor piles (31);

the erosion-resistant plate (7) is provided with a full-cloth wave dissipation hole (71) and a plurality of willow leaf holes (72) which are arranged in a water wheel shape and penetrate through part of the wave dissipation hole, the water wheel guide plate (8) comprises a plurality of blades (81), each blade (81) is inserted into the willow leaf hole (72), or,

the scour prevention plate (7) is of a hollow net structure.

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