CN219118058U

CN219118058U - Modular river course dykes and dams reinforced structure

Info

Publication number: CN219118058U
Application number: CN202320185010.1U
Authority: CN
Inventors: 祝彬; 陈勇; 罗晓虎; 余敦; 李荔芳; 刘杰
Original assignee: Hubei Haolang Construction Engineering Co ltd
Current assignee: Hubei Haolang Construction Engineering Co ltd
Priority date: 2023-02-01
Filing date: 2023-02-01
Publication date: 2023-06-02
Anticipated expiration: 2033-02-01

Abstract

The utility model relates to the field of water conservancy protection engineering, and particularly discloses a combined river dike reinforcement structure, which comprises a plurality of net boxes arranged on a slope surface of the slope and a compression assembly used for fixing the net boxes on the slope surface, wherein the net boxes comprise a plurality of mutually woven steel wire meshes, and green plants are arranged in the net boxes; the device also comprises a limiting component for limiting the displacement of the net cage on the slope. The utility model discloses a vegetation coverage can be improved, the slope protection effect is strengthened.

Description

Modular river course dykes and dams reinforced structure

Technical Field

The application relates to the field of water conservancy protection engineering, in particular to a combined river channel dam reinforcement structure.

Background

The construction of the dykes and dams is the earliest flood control engineering measure widely adopted in the world, and the dykes and dams are generally constructed by soil materials, so that reinforced concrete or slurry block dykes and dams are adopted for occupying less land or being too large due to tides and storms. In the current river levee construction process, the river levee is generally reinforced to strengthen river management, and meanwhile ecological plant levee protection is carried out to resist damage of flood to farmlands.

The existing dam reinforcement structure comprises slope protection bricks paved on the slope of a dam, wherein a plurality of slope protection bricks are mutually spliced and attached to each other so as to cover the slope to form an integral reinforcement structure; for slope greening, slope protection holes are formed in the surface of each slope protection brick, green plants are planted in the cavity of each slope protection hole, and a vegetation protection layer is formed on the slope to prevent water and soil loss.

However, due to the limitation of the characteristics of the slope protection brick, a certain thickness is reserved between the inner side wall of the slope protection hole and the outer side wall of the slope protection brick, so that the cavity area of the slope protection hole is limited, and the coverage rate of the slope vegetation is limited, so that improvement is needed.

Disclosure of Invention

In order to improve the problem that vegetation coverage rate is limited to influence the slope protection effect, the application provides a combination formula river course dyke reinforcing structure.

The application provides a combination formula river course dykes and dams reinforced structure adopts following technical scheme:

the combined river dike reinforcing structure comprises a plurality of net boxes arranged on the slope surface of a side slope and a pressing assembly used for fixing the net boxes on the slope surface, wherein the net boxes comprise a plurality of mutually woven steel wire meshes, and green plants are arranged in the net boxes;

the device also comprises a limiting component for limiting the displacement of the net cage on the slope.

Through adopting above-mentioned technical scheme, set up the box with a net on the slope surface, utilize compressing tightly the subassembly with the box with a net fixed on the slope surface, restrict the slip of box with a net on the slope surface under the effect of spacing subassembly. And green plants are planted in the fixed net cages, so that the coverage area of the green plants on the slope surface of the slope is increased, and the protection of the soil on the slope surface is realized.

Optionally, the compressing assembly includes the horizontal pole and is used for with the horizontal pole is fixed in domatic locking piece, offer in the box with a net supplies the horizontal mesh that runs through of horizontal pole.

Through adopting above-mentioned technical scheme, set up the horizontal pole and pass the mesh and run through the box with a net to utilize the locking piece to fix the horizontal pole, restrict the horizontal pole aversion, realize compressing tightly the box with a net on domatic, improved the installation stability of box with a net.

Optionally, the perforation has been seted up on the horizontal pole, spacing subassembly includes through the perforation peg graft in the gag lever post of domatic, the one end that the domatic was kept away from to the gag lever post is fixed with the limiting plate, one side that the limiting plate was towards domatic slope high end and domatic slope low side department the box with a net looks butt.

Through adopting above-mentioned technical scheme, peg graft the gag lever post in the perforation, make with the fixed limiting plate of gag lever post support tightly on the box with a net, the limiting plate that is located domatic slope low side can also block the impact that part rivers were planted to green in the box with a net, reduce the destruction of rivers to the domatic. The net cage is limited to slide on the slope through the cooperation of the limiting rod and the limiting plate.

Optionally, a connecting rod is rotatably installed on the limiting rod, a rotation axis of the connecting rod is perpendicular to an axis of the limiting rod, and a free end of the connecting rod is abutted to the cross rod.

Through adopting above-mentioned technical scheme, pivoted connecting rod free end supports tightly on the horizontal pole, makes the gag lever post by the joint in the horizontal pole, and the setting of connecting rod has restricted the gag lever post and has slipped from the horizontal pole.

Optionally, the horizontal pole includes a plurality of concatenation sections that link up in proper order, two adjacent be provided with between the concatenation section and be used for connecting the connecting piece of both.

Through adopting above-mentioned technical scheme, set up the horizontal pole into a plurality of concatenation sections and be convenient for constructor pass the box with a net fast with each concatenation section, set up the splice section that the connecting piece will link up in proper order and link together and compress tightly the box with a net.

Optionally, the locking piece includes the stock that is located the horizontal pole both ends, the stock passes the horizontal pole and peg graft in domatic.

By adopting the technical scheme, the anchor rod support has good stability, and the support is rapid, so that the cross rod displacement can be well limited.

Optionally, the splicing section is a hollow rod with two open ends.

Through adopting above-mentioned technical scheme, hollow concatenation section is small in weight, and the constructor of being convenient for carries and installs, and pours cement to the cavity when being convenient for later stage consolidates the horizontal pole, and then improves the effect of compressing tightly to the box with a net.

Optionally, the connecting piece includes setting up the internal thread on one of them concatenation section one end and setting up the external screw thread on another concatenation section one end, the internal thread with the external screw thread cooperation.

Through adopting above-mentioned technical scheme, the internal thread of concatenation section one end and the external screw thread of another concatenation section one end link together the concatenation section through screw-thread fit, and threaded connection's mode can fasten the concatenation section fast, makes things convenient for constructor to operate.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the net cage is arranged on the slope surface of the side slope, and is fixed on the slope surface by the pressing component, and the sliding of the net cage on the slope surface is limited under the action of the limiting component. Planting green plants in the fixed net cages, so that the coverage area of the green plants on the slope surface of the slope is increased, and the protection of the soil on the slope surface is realized;

2. the cross rod is arranged to penetrate through the net cage through the meshes, and is fixed by the locking piece, so that the displacement of the cross rod is limited, the net cage is tightly pressed on a slope, and the installation stability of the net cage is improved;

3. the limiting rod is inserted into the through hole, so that the limiting plate fixed with the limiting rod is abutted against the net cage, and the limiting plate positioned at the lower end of the slope can also block the impact of part of river water on green plants in the net cage. The net cage is limited to slide on the slope through the cooperation of the limiting rod and the limiting plate.

Drawings

Fig. 1 is a schematic overall structure of an embodiment of the present application.

Fig. 2 is a schematic diagram of the overall structure of a splicing section in an embodiment of the present application.

Fig. 3 is a schematic view of the overall structure of the stop lever according to the embodiment of the present application.

Reference numerals: 1. a cage; 11. a steel wire mesh; 2. a compression assembly; 21. a cross bar; 211. splicing sections; 22. a locking member; 221. a bolt; 3. a limit component; 31. a limit rod; 32. a limiting plate; 4. a connecting rod; 5. a connecting piece; 51. an internal thread; 52. an external thread; 6. a placement groove; 7. a support shaft; 8. a spring; 9. perforating; 10. mesh openings.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-3.

The embodiment of the application discloses a combined river dike reinforcing structure. Referring to fig. 1, a combined river dike reinforcing structure comprises a plurality of net cages 1 which are sequentially arranged on a slope surface, wherein the net cages 1 are arranged in a rectangular array. The net cage 1 comprises a plurality of mutually woven steel wire nets 11, and green plants are planted in the net cage 1, and as the thickness of the steel wire nets 11 is smaller, a larger planting area can be reserved on a slope; the device also comprises a pressing component 2 for fixing the plurality of net cages 1 on the slope and a limiting component 3 for limiting the net cages 1 on the slope to shift.

The net cage 1 is arranged on the slope surface of the side slope, the net cage 1 is fixed on the slope surface by utilizing the pressing component 2, and the sliding of the net cage 1 on the slope surface is limited under the action of the limiting component 3. The green plants are planted in the fixed net cage 1, so that the coverage area of the green plants on the slope surface of the slope is increased, the protection of slope soil is realized, and the slope protection effect is enhanced.

Referring to fig. 1 and 2, the compression assembly 2 comprises a cross bar 21 and a locking member 22 for securing the cross bar 21 to a sloping surface, and the cage 1 is provided with a mesh 10 through which the cross bar 21 extends transversely. The cross bar 21 comprises a plurality of successive splice segments 211, which in the present embodiment 211 are pressed against the cage 1 through the mesh 10 in a sloping direction. The splicing section 211 is a hollow rod with two open ends, and the cross rod 21 is split into the splicing section 211, so that constructors can conveniently install the cross rod 21 on a construction site. A connecting piece 5 for connecting two adjacent splicing sections 211 is arranged between the two adjacent splicing sections. The cooperation of the cross bar 21 and the locking piece 22 realizes the compaction of the net cage 1 on the slope.

The locking piece 22 comprises anchor rods 221 which are positioned at two ends of the splicing section 211 extending out of the net cage 1, the anchor rods 221 penetrate through the splicing section 211 and are inserted into the slope, the stability of supporting by using the anchor rods 221 is good, and the displacement of the splicing section 211 can be well limited. In the embodiment of the present application, the installation direction of the anchor rod 221 is perpendicular to the slope. The anchor rod 221 is fixed by pouring cement into the anchor rod 221, and the position of the cross rod 21 is fixed by the anchor rod 221, so that the cross rod 21 is limited to shift.

Referring to fig. 2, the connector 5 includes an internal thread 51 fixed to one end of one of the splice sections 211 and an external thread 52 fixed to one end of the other splice section 211, and the splice sections 211 are connected together to compress the net cage 1 by screw-coupling the internal thread 51 with the external thread 52. After the constructor installs the splicing section 211, cement is poured into the cavity of the splicing section 211, so that the stability of the splicing section 211 is further improved.

Referring to fig. 1 and 2, a through hole 9 is formed in a splicing section 211 positioned at the lower end of the slope, and the limiting assembly 3 comprises a limiting rod 31 inserted into the slope through the through hole 9. In the present embodiment, the stop bar 31 is adapted to the perforation 9. The limiting plate 32 is integrally installed at one end, far away from the slope, of the limiting rod 31, and one side, facing the high inclined end of the slope, of the limiting plate 32 is abutted against the net cage 1 at the low inclined end of the slope. In other possible embodiments, the cross bar 21 is provided with through holes 9 at the interval between two adjacent net cages 1, each through hole 9 is inserted with a limiting rod 31, and the plurality of limiting plates 32 can play a good role in bearing the net cages 1 planted with green plants. The limiting rod 31 is inserted into the through hole 9, the limiting plate 32 fixed with the limiting rod 31 is abutted against the net cage 1, and the net cage 1 is limited to slide on a slope through the cooperation of the limiting rod 31 and the limiting plate 32.

Referring to fig. 3, a link 4 is rotatably mounted on the stopper rod 31, and the rotational axis of the link 4 is perpendicular to the axis of the stopper rod 31. In the embodiment of the present application, the number of the connecting rods 4 is two, and the manner in which the connecting rods 4 are rotatably installed is as follows: the limiting rod 31 is provided with a placing groove 6, and the placing groove 6 is arranged in the same direction as the length direction of the limiting rod 31. The supporting shaft 7 is fixed on one side of the inner side wall of the placing groove 6 far away from the limiting plate 32, the connecting rod 4 is rotatably installed on the supporting shaft 7, and the rotating angle is 30 degrees. A spring 8 is fixed on the inner bottom wall of the placing groove 6, and the other end of the spring 8 is fixed at the edge of one end of the connecting rod 4 far away from the supporting shaft 7. When the limit rod 31 passes through the perforation 9, the connecting rod 4 is pressed into the placing groove 6; when the free end of the connecting rod 4 passes through the through hole 9, the connecting rod 4 rotates in a direction away from the supporting rod under the action of the elasticity of the spring 8; at this time, the free end of the connecting rod 4 abuts against the cross bar 21, so that the limit rod 31 is limited to slide off from the cross bar 21.

The implementation principle of the combined river dike reinforcing structure in the embodiment of the application is as follows: placing the net cage 1 on the slope surface, sequentially passing the splicing sections 211 through the meshes 10, and screwing the splicing sections 211 together to form a cross bar 21; then the anchor rod 221 is inserted into the slope through the cross rod 21 to fix the cross rod 21; then, the cross rod 21 is provided with the through hole 9, the limit rod 31 is inserted into the slope through the through hole 9, and the connecting rod 4 is abutted with the cross rod 21 through the through hole 9, so that the limit rod 31 is clamped in the cross rod 21, the limit plate 32 is abutted with the net cage 1, and the damage of water flow to the green planting of the slope is reduced. The green plants are planted in the fixed net cage 1, so that the coverage area of the green plants on the slope surface of the slope is increased, the protection of the slope soil is realized, and the slope protection effect is enhanced.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims

1. A combination formula river course dykes and dams reinforced structure, its characterized in that: the device comprises a plurality of net boxes (1) arranged on a slope surface and a compaction assembly (2) used for fixing the net boxes (1) on the slope surface, wherein the net boxes (1) comprise a plurality of mutually woven steel wire nets (11), and green plants are arranged in the net boxes (1);

the device also comprises a limiting component (3) for limiting the displacement of the net cage (1) on the slope.

2. The modular river dike reinforcement structure of claim 1, wherein: the compaction assembly (2) comprises a cross rod (21) and a locking piece (22) used for fixing the cross rod (21) on a slope, and a mesh (10) for the cross rod (21) to transversely penetrate through is formed in the net cage (1).

3. A modular river dike reinforcement structure as defined in claim 2, wherein: the cross bar (21) is provided with a perforation (9), the limiting component (3) comprises a limiting rod (31) which is inserted into the slope through the perforation (9), one end, far away from the slope, of the limiting rod (31) is fixed with a limiting plate (32), and one side, facing the slope inclination high end, of the limiting plate (32) is abutted against the net cage (1) at the slope inclination low end.

4. A modular river dike reinforcement structure according to claim 3, wherein: the limiting rod (31) is rotatably provided with a connecting rod (4), the rotation axis of the connecting rod (4) is perpendicular to the axis of the limiting rod (31), and the free end of the connecting rod (4) is abutted to the cross rod (21).

5. A modular river dike reinforcement structure as defined in claim 2, wherein: the cross rod (21) comprises a plurality of splicing sections (211) which are sequentially connected, and connecting pieces (5) used for connecting the two adjacent splicing sections (211) are arranged between the two adjacent splicing sections.

6. A modular river dike reinforcement structure as defined in claim 2, wherein: the locking piece (22) comprises anchor rods (221) positioned at two ends of the cross rod (21), and the anchor rods (221) penetrate through the cross rod (21) and are inserted into the slope.

7. The modular river dike reinforcement structure of claim 5, wherein: the splicing section (211) is a hollow rod with two open ends.

8. The modular river dike reinforcement structure of claim 5, wherein: the connecting piece (5) comprises an inner thread (51) arranged on one end of one splicing section (211) and an outer thread (52) arranged on one end of the other splicing section (211), and the inner thread (51) is in threaded fit with the outer thread (52).