CN218263736U - Dyke slope ecological management composite assembly type interlocking cage - Google Patents
Dyke slope ecological management composite assembly type interlocking cage Download PDFInfo
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- CN218263736U CN218263736U CN202222789626.8U CN202222789626U CN218263736U CN 218263736 U CN218263736 U CN 218263736U CN 202222789626 U CN202222789626 U CN 202222789626U CN 218263736 U CN218263736 U CN 218263736U
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Abstract
The application relates to a combined assembly type interlocking cage for ecological management of a dike slope. The combined assembly type interlocking cage for the ecological management of the levee slope comprises a main body, wherein a frame of the main body is formed by assembling a plurality of net cages; the frame comprises net cage combination units formed by connecting a plurality of net cages in the width and/or length direction of the main body, and the net cage combination units are sequentially overlapped in the height direction of the main body; each layer of net cage combination unit comprises a first filling area, a second filling area and a third filling area which are formed by sequentially connecting a plurality of net cages in the width direction of the main body, the first filling area, the second filling area and the third filling area are respectively used for filling preset filling materials, and the second filling area and the third filling area are arranged on at least one side of the first filling area in the width direction of the main body. The utility model provides a scheme can reduce the use amount of building stones, has reduced the cost of transportation of building stones and the construction cost of main part.
Description
Technical Field
The application relates to the technical field of hydraulic engineering, in particular to a combined assembly type interlocking cage for ecological management of an embankment slope.
Background
River levees are not only the first line of defense against flood disasters, but also the key indispensable to protect ecology and beautify environment. With the continuous development of the water conservancy project industry in China, the requirements on all aspects of river bank are higher and higher.
In the correlation technique, the structural stability of the composite assembled interlocking cage for ecological management of the river levee slope is poor, the deformation is easy, the consistency of the whole structure of the composite assembled interlocking cage for ecological management of the levee slope is influenced, and in addition, in the construction process, the filling material depends on a large amount of stone materials, so that the transportation cost and the construction cost are improved.
SUMMERY OF THE UTILITY MODEL
For solving or partly solve the problem that exists among the correlation technique, the application provides a compound assembled chain cage of dyke slope ecological management, can reduce the use amount of building stones, reduced the cost of transportation of building stones and the construction cost of main part.
The application first aspect provides a compound assembled chain cage of ecological management of dyke slope, includes:
the frame of the main body is assembled by a plurality of net cages;
the frame comprises net cage combination units formed by connecting a plurality of net cages in the width and/or length direction of the main body, and the net cage combination units are sequentially overlapped in the height direction of the main body;
each layer of net cage combination unit comprises a first filling area, a second filling area and a third filling area which are formed by sequentially connecting a plurality of net cages in the width direction of the main body, the first filling area, the second filling area and the third filling area are respectively used for filling preset filling materials, and the second filling area and the third filling area are arranged on at least one side of the first filling area in the width direction of the main body.
In one embodiment, the first filling zone and/or the second filling zone is filled with a first material, and the third filling zone is filled with a second material, wherein the second material has a larger particle size than the first material.
In one embodiment, a geotextile bag is arranged in the second filling area, and the geotextile bag defines a space for filling the first material.
In one embodiment, a first sub-filling area and a second sub-filling area are arranged in the second filling area, wherein the geotextile bag is arranged in the first sub-filling area, the second sub-filling area is close to the joint of the two adjacent layers of the third filling area, and the second sub-filling area is used for filling a third material.
In one embodiment, the volume of the second and third filled regions is less than the volume of the first filled region; or
The second filling region and the third filling region have a smaller size in the body width direction than the first filling region.
In one embodiment, the second filling region and the third filling region are disposed on both sides of the first filling region in a width direction of the body.
In one embodiment, the width of the multiple layers of net cage combination units is gradually reduced from bottom to top, and the multiple layers of net cage combination units are arranged in a centering manner in the vertical direction.
In one embodiment, the net cage is assembled by a plurality of net sheets, and partition net sheets are arranged between the first filling area and the second filling area and between the second filling area and the third filling area.
In one embodiment, the adjacent meshes are connected in series by a spiral member, and the side edges of the meshes connected in series are accommodated in the inner space of the spiral member.
In one embodiment, a plug connector is inserted into the spiral element, and the length of the plug connector and the length of the spiral element are matched with the length of the side edge of the mesh.
The technical scheme provided by the application can comprise the following beneficial effects:
the combined assembly type interlocking cage for the ecological management of the embankment slope comprises a main body, wherein a frame of the main body is formed by assembling a plurality of net cages; the frame comprises net cage combination units formed by connecting a plurality of net cages in the width and/or length direction of the main body, and the net cage combination units are sequentially overlapped in the height direction of the main body; each layer of net cage combination unit comprises a first filling area, a second filling area and a third filling area which are formed by sequentially connecting a plurality of net cages in the width direction of the main body, the first filling area, the second filling area and the third filling area are respectively used for filling preset fillers, and the second filling area and the third filling area are arranged on at least one side of the first filling area in the width direction of the main body. The technical scheme of this embodiment can promote main body frame's structural strength. In addition, the using amount of stone can be reduced, the main body can be guaranteed to have extremely strong anti-scouring capacity by filling a small amount of stone, and the transportation cost and the construction cost of the stone are reduced.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application.
Drawings
The foregoing and other objects, features and advantages of the application will be apparent from the following more particular descriptions of exemplary embodiments of the application as illustrated in the accompanying drawings wherein like reference numbers generally represent like parts throughout the exemplary embodiments of the application.
Fig. 1 is a side view of an ecological remediation composite fabricated interlocking cage for a bank slope according to an embodiment of the present application;
fig. 2 is a top view of an exemplary embodiment of the present disclosure showing an assembled interlocking cage for ecological management of a bank slope;
fig. 3 is a schematic view of the screw and the plug of the composite assembled interlocking cage for ecological management of embankment slope according to an embodiment of the present application;
fig. 4 is a schematic connection diagram of a spiral piece and a mesh piece of the composite assembled interlocking cage for ecological management of an embankment slope according to an embodiment of the application;
reference numerals: 100. a net cage combination unit; 110. a first filling area; 120. a second filling region; 130. a third filling region; 200. a screw; 300. a plug-in unit; 101. a mesh sheet; 121. a soil engineering bag; 400. and a second sub-fill area.
Detailed Description
Embodiments of the present application will be described in more detail below with reference to the accompanying drawings. While embodiments of the present application are illustrated in the accompanying drawings, it should be understood that the present application may be embodied in various forms and should not be 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 disclosure to those skilled in the art.
It should be understood that although the terms "first," "second," "third," etc. may be used herein to describe various information, these information should not be limited to these terms. These terms are only used to distinguish one type of information from another. For example, first information may also be referred to as second information, and similarly, second information may also be referred to as first information, without departing from the scope of the present application. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.
In the description of the present application, it is to be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for convenience in describing the present application and for simplicity in description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner, and are not to be considered limiting of the present application.
Unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections as well as removable connections or combinations; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
In the correlation technique, the structural stability of the composite assembled interlocking cage for ecological management of the river levee slope is poor, the deformation is easy, the consistency of the whole structure of the composite assembled interlocking cage for ecological management of the levee slope is influenced, and in addition, in the construction process, the filling material depends on a large amount of stone materials, so that the transportation cost and the construction cost are improved.
Aiming at the problems, the embodiment of the application provides the combined assembly type interlocking cage for the ecological management of the embankment slope, which can reduce the using amount of stone and the transportation cost and the construction cost of a main body of the stone.
The technical solutions of the embodiments of the present application are described in detail below with reference to the accompanying drawings.
Fig. 1 is a side view of an ecological remediation composite fabricated interlocking cage for a bank slope according to an embodiment of the present application; fig. 2 is a top view of an embankment slope ecological management composite assembled interlocking cage according to an embodiment of the present application.
Referring to fig. 1 and 2, the composite assembly type interlocking cage for ecological management of a levee slope provided by the embodiment of the application comprises a main body, wherein a frame of the main body is formed by assembling a plurality of net cages; the framework comprises net cage combination units 100 formed by connecting a plurality of net cages in the width direction Y and/or the length direction X of the main body, and the net cage combination units 100 are sequentially overlapped in the height direction Z of the main body; each layer of the net cage assembly unit 100 includes a first filling area 110, a second filling area 120, and a third filling area 130, which are formed by sequentially connecting a plurality of net cages in the width direction Y of the main body, wherein the first filling area 110, the second filling area 120, and the third filling area 130 are respectively used for filling preset fillers, and the second filling area 120 and the third filling area 130 are arranged on at least one side of the first filling area 110 in the width direction Y of the main body.
In this embodiment, the first filling region 110 is a region a in fig. 1 and 2, the second filling region 120 is a region B in fig. 1 and 2, and the third filling region 130 is a region C in fig. 1 and 2.
Because the frame of main part is formed by the equipment of a plurality of net casees, can promote the bulk strength of main part like this. In addition, the first filling region 110, the second filling region 120 and the third filling region 130 are respectively used for filling a predetermined filling material. The dependence on a single filling material (such as stone) in the related art can be avoided, and the construction cost of the ground slope protection structure can be reduced.
In this embodiment, a plurality of box with a net are consecutive in the length direction X of main part for in the length direction X of main part, also have good joint strength.
In this embodiment, the first filling region 110 and/or the second filling region 120 are filled with a first material, and the third filling region 130 is filled with a second material, wherein the second material has a larger particle size than the first material, the first material may have a smaller particle size than the pores of the meshes, and the third material has a larger particle size than the pores of the meshes.
In some embodiments, the first material is soil and the second material is stone, but is not limited thereto, and in other embodiments, the first material may be other fillers similar to soil and the second material may be other fillers similar to stone.
The second filling area 120 and the third filling area 130 are disposed on at least one side of the first filling area 110 in the width direction Y of the main body, that is, the second filling area 120 and the third filling area 130 face the river, so that after the stone is filled in the third filling area 130, the anti-scouring capability of the main body can be effectively improved. Moreover, the soil material can be obtained from local materials on the construction site, mountain digging and gravel obtaining can be avoided, damage to the natural environment of the construction site can be reduced, and the filling mode is more economical and environment-friendly.
Because different materials can be selectively filled in the first filling area 110, the second filling area 120 and the third filling area 130 according to actual conditions, compared with the related art, the using amount of stone materials can be reduced, the slope surface of the embankment slope can be ensured to have extremely strong scouring resistance by filling a small amount of stone materials, and the transportation cost of the stone materials and the construction cost of the ecological management composite assembled chain cage of the embankment slope are reduced.
In this embodiment, the inner wall of the second filling area 120 is lined with geotextile, and the space enclosed by the geotextile is filled with the first material. The geotechnical cloth is matched with the first material, so that the loss of soil materials in the first filling area 110 can be effectively prevented, and the stability of the main body is further improved.
The geotextile in the embodiment can be a composite woven geotextile, and has the characteristics of corrosion resistance and high strength. In some embodiments, the plurality of geotextiles may be combined into the geotextile bag 121, the shape and size of the geotextile bag 121 are adapted to the shape of the second filling area 120, and during construction, the geotextile bag 121 is placed in the second filling area 120, and then the second filling area 120 is filled with the soil material.
In some embodiments, the second filling area 120 and the third filling area 130 are disposed on two sides of the first filling area 110 in the width direction Y of the main body, so that the strength and the erosion resistance of the main body close to two sides of the river channel are better, the soil filled in the main body is not easy to run off, and the overall structural stability is better.
In this embodiment, the volumes of the second filling region 120 and the third filling region 130 are smaller than the volume of the first filling region 110; or the sizes of the second filling region 120 and the third filling region 130 in the body width direction Y are smaller than the size of the first filling region 110 in the body width direction Y. After the arrangement, the filler at the position with the larger volume in the middle of the main body is soil, and the stone is only used on the slope surface facing one side of the river channel, so that the overall stability is ensured, and the using amount of the stone is further reduced.
In this embodiment, the width of the multi-layer net cage assembly unit 100 is gradually reduced from bottom to top, and the multi-layer net cage assembly unit 100 is arranged in a centered manner in the vertical direction, the overall shape of the main body is trapezoidal, and the overall stability is higher.
In some embodiments, a first sub-filling area and a second sub-filling area 400 are provided in the second filling area 120, wherein the geobag 121 is provided in the first sub-filling area, the second sub-filling area 400 is close to the joint of the two adjacent layers of the third filling areas 130, and the second sub-filling area 400 is used for filling the third material. The third material can be stone, and the first sub-filling area and the second sub-filling area 400 can enable the second filling area 120 to be filled more fully, so that fillers in the second filling area 120 are combined in the height direction Z of the main body, and the anti-scouring performance of the whole slope surface is improved.
In some embodiments, the net cage is assembled by a plurality of net sheets 101, and the shape of the net cage is rectangular, so that the net cage is easier to construct and enables the main body to have better appearance consistency.
In this embodiment, after a plurality of mesh sheets 101 are connected, a first filling region 110, a second filling region 120 and a third filling region 130 can be formed.
The first filling area 110, the second filling area 120, and the third filling area 130 of the present embodiment may be formed by connecting independent net cages, or may be formed by assembling a plurality of mesh sheets 101 on site. The partition net sheets 101 are arranged between the first filling area 110 and the second filling area 120 and between the second filling area 120 and the third filling area 130, the net cage of the embodiment has high toughness, can be filled by using machinery, shortens the construction period and saves the construction cost.
Fig. 3 is a schematic diagram illustrating the matching of the screw and the plug of the composite assembled interlocking cage for ecological management of an embankment slope according to an embodiment of the present application; fig. 4 is a schematic connection diagram of the spiral piece and the mesh piece of the composite assembled interlocking cage for ecological management of an embankment slope according to an embodiment of the present application.
Referring to fig. 3 and 4, in the embodiment, adjacent meshes 101 are connected in series through the spiral member 200, the series connection mode may be a spiral mode, and the side edges of the meshes 101 connected in series are accommodated in the internal space of the spiral member 200, so that the metal wire ends at the side edges of the meshes 101 can be accommodated in the internal space of the spiral member 200, the side edges of the meshes 101 are protected, the metal wire ends at the side edges of the meshes 101 can be prevented from scratching a human body, and the safety is higher.
The length direction of the spiral member 200 is along the extending direction of the side edge of the mesh sheet 101, the spiral member 200 comprises a plurality of coils which are connected in sequence, and the meshes of the adjacent mesh sheets 101 at the side edge are connected by at least part of the number of coils. In this embodiment, the screw 200 is a one-piece member.
In this embodiment, the plug 300 is inserted into the spiral element 200, and the lengths of the plug 300 and the spiral element 200 are matched with the length of the side edge of the mesh 101. The plug connector 300 can be for having the wire or the metal pole of specific diameter, connects the back with adjacent net piece 101 through screw 200, inserts the plug connector 300 again and locates in screw 200, then bends the both ends of plug connector 300 and carries on spacingly, and the operation is more convenient, and the construction is easier, and connection stability is higher. So that the side edges of the net sheet 101 are not easy to deform and the net cage keeps a stable shape. Compared with the prior art, the shaping of the main part of this embodiment is effectual, non-deformable, and the box with a net is neat unanimous in the river course, and the outward appearance effect is better.
The spiral member 200 in this embodiment is also called a chain spring, and the spiral member 200 is made of a metal wire with a high strength and a predetermined wire diameter, for example, the wire diameter of the metal wire may be about. After adjacent meshes 101 are connected by the spiral member 200, the length direction of the spiral member 200 is along the extension direction of the side edge of the mesh 101, such as the height or width direction of the mesh 101. Wherein the spiral member 200 comprises a plurality of connected coils, and the meshes of the adjacent meshes 101 arranged in the height direction at the side edges are connected by at least a partial number of coils, for example, each mesh is connected by at least three coils.
In this embodiment, the mesh 101 may be formed by welding a plurality of galvanized metal wires extending in the longitudinal direction and the transverse direction, and the wire diameter of the metal wires may be 4 mm or more, so that the tensile strength of the metal wires reaches 600n/mm2 or more, and the strength of the welding points between the metal wires is 80% or more of the strength of the metal wires. The mesh size of the mesh sheet 101 outside the main body is smaller than the mesh size of the mesh sheet 101 inside the main body, for example, the mesh size of the mesh sheet 101 outside the main body is 100 × 100mm, and the mesh size of the mesh sheet 101 inside the main body is 100 × 250mm.
Having described embodiments of the present application, the foregoing description is intended to be exemplary, 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. The terminology used herein is chosen in order to best explain the principles of the embodiments, the practical application, or improvements made to the technology in the marketplace, or to enable others of ordinary skill in the art to understand the embodiments disclosed herein.
Claims (10)
1. The utility model provides a dyke slope ecological management compound assembled interlocking cage which characterized in that includes:
the frame of the main body is assembled by a plurality of net cages;
the frame comprises net cage combination units formed by connecting a plurality of net cages in the width and/or length direction of the main body, and the net cage combination units are sequentially overlapped in the height direction of the main body;
each layer of net cage combination unit comprises a first filling area, a second filling area and a third filling area which are formed by sequentially connecting a plurality of net cages in the width direction of the main body, the first filling area, the second filling area and the third filling area are respectively used for filling preset filling materials, and the second filling area and the third filling area are arranged on at least one side of the first filling area in the width direction of the main body.
2. The embankment slope ecological management composite assembly type interlocking cage according to claim 1, which is characterized in that:
the first filling area and/or the second filling area are/is filled with a first material, and the third filling area is filled with a second material, wherein the grain size of the second material is larger than that of the first material.
3. The ecological management composite assembled interlocking cage for an embankment slope according to claim 2, which is characterized in that:
and a geotextile bag is arranged in the second filling area, and the space defined by the geotextile bag is filled with the first material.
4. The ecological management composite assembled interlocking cage for an embankment slope according to claim 3, which is characterized in that:
and a first sub-filling area and a second sub-filling area are arranged in the second filling area, wherein the geotextile bag is arranged in the first sub-filling area, the second sub-filling area is close to the joint of the adjacent two layers of the third filling area, and the second sub-filling area is used for filling a third material.
5. The ecological management composite assembled interlocking cage for an embankment slope according to claim 1, which is characterized in that:
the volumes of the second filling area and the third filling area are smaller than the volume of the first filling area; or
The second filling region and the third filling region have a size in the body width direction smaller than that of the first filling region.
6. The ecological management composite assembled interlocking cage for an embankment slope according to claim 1, which is characterized in that:
the second filling area and the third filling area are arranged on two sides of the first filling area in the width direction of the main body.
7. The ecological management composite assembled interlocking cage for an embankment slope according to claim 1, which is characterized in that:
the width of the multiple layers of net cage combination units is gradually reduced from bottom to top, and the multiple layers of net cage combination units are arranged in a centering mode in the vertical direction.
8. The ecological management composite assembled interlocking cage for an embankment slope according to any one of claims 1 to 7, which is characterized in that:
the net cage is formed by assembling a plurality of net sheets, and partition net sheets are arranged between the first filling area and the second filling area and between the second filling area and the third filling area.
9. The ecological management composite assembled interlocking cage for an embankment slope according to claim 8, which is characterized in that:
the adjacent meshes are connected in series through a spiral piece, and the side edges of the meshes which are connected in series are contained in the inner space of the spiral piece.
10. The ecological management composite assembled interlocking cage for an embankment slope according to claim 9, which is characterized in that:
the plug connector is inserted in the spiral part, and the length of the plug connector and the length of the spiral part are matched with the length of the side edge of the mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222789626.8U CN218263736U (en) | 2022-10-21 | 2022-10-21 | Dyke slope ecological management composite assembly type interlocking cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222789626.8U CN218263736U (en) | 2022-10-21 | 2022-10-21 | Dyke slope ecological management composite assembly type interlocking cage |
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| Publication Number | Publication Date |
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| CN218263736U true CN218263736U (en) | 2023-01-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222789626.8U Active CN218263736U (en) | 2022-10-21 | 2022-10-21 | Dyke slope ecological management composite assembly type interlocking cage |
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| CN (1) | CN218263736U (en) |
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