CN210857112U

CN210857112U - Hidden water conservancy slope protection structure

Info

Publication number: CN210857112U
Application number: CN201921479778.XU
Authority: CN
Inventors: 高斌
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-09-06
Filing date: 2019-09-06
Publication date: 2020-06-26
Anticipated expiration: 2029-09-06

Abstract

The utility model discloses a hidden water conservancy slope protection structure, including the bank soil layer, one side on bank soil layer is provided with built-in metalling and concrete ground respectively, one side on built-in metalling is provided with the slope protection wire net, one side of slope protection wire net evenly is provided with a plurality of anchor rods that run through slope form concrete layer, every the outside of anchor rod all is provided with a plurality of first protruding spines, the opposite side of slope protection wire net is provided with the concrete filling layer, one side of concrete filling layer evenly is provided with a plurality of rhombus slope protection bricks, every one side of rhombus slope protection brick all is provided with the recess. The utility model discloses be provided with first protruding thorn, anchor pole and bank protection wire net, can strengthen inner structure's wholeness, guarantee that overall structure can not take place loosely, can bear great extrusion force and tensile stress, be difficult for causing damage, long service life to the bank protection.

Description

Hidden water conservancy slope protection structure

Technical Field

The utility model belongs to the technical field of the river course waterproof soil loss, concretely relates to hidden water conservancy slope protection structure.

Background

Slope protection refers to the general term of various paving and planting on a slope surface in order to prevent the slope from being washed. In the river section where the bridge site is located, the concave bank of the river bank is washed by water flow year by year, and the river bank can be continuously collapsed. In order to protect the safety of bridges and embankments, protective buildings need to be built on the concave bank. In addition, when the river flow direction changes due to the bridge arrangement and the farmland and villages are endangered by scouring the river bank, a protective slope protection also needs to be built on the river bank.

The existing water conservancy slope protection structure is insufficient in capability of resisting scouring and extrusion of river flowing water, and can generate certain extrusion force and tensile stress on river banks when flowing water is too turbulent, so that serious damage can be caused to an ordinary slope protection mode in a long-term and long-term accumulation. Therefore, a hidden water conservancy slope protection structure is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a hidden water conservancy slope protection structure to it is not enough to provide the erosion and extrusion ability that current water conservancy slope protection structure resists river flowing water in solving above-mentioned background art, can produce certain extrusion force and tensile stress to the river bank when flowing water is too torrential, and long-term cumulus can lead to the fact the problem of serious destruction to ordinary bank protection mode like this.

In order to achieve the above object, the utility model provides a following technical scheme: the hidden water conservancy slope protection structure comprises a bank soil layer, wherein an inclined concrete layer is arranged on the upper surface of the bank soil layer, a built-in gravel layer and a concrete foundation are respectively arranged on one side of the bank soil layer, a slope protection steel wire mesh is arranged on one side of the built-in gravel layer, a plurality of anchoring rods penetrating through the inclined concrete layer are uniformly arranged on one side of the slope protection steel wire mesh, a plurality of first convex thorns are arranged on the outer side of each anchoring rod, a concrete filling layer is arranged on the other side of the slope protection steel wire mesh, a plurality of rhombic slope protection bricks are uniformly arranged on one side of the concrete filling layer, a groove is formed in one side of each rhombic slope protection brick, and the rhombic slope protection bricks, the concrete filling layer, the slope protection steel wire mesh and the built-in gravel layer are all located above the concrete foundation.

Preferably, the first protruding thorn and the anchoring rod are of an integrally formed structure, and the first protruding thorn and the anchoring rod are both made of steel bar materials.

Preferably, the opposite side of rhombus bank protection brick is seted up the installation through-hole with the recess intercommunication, the inside of installation through-hole is provided with the connection cone that runs through the concrete filling layer.

Preferably, one end of the connecting cone is provided with two second convex thorns, and each second convex thorn and the connecting cone are of an integrally formed structure.

Preferably, the anchoring rod and the slope protection steel wire mesh are fixed through welding, the outer side of the slope protection steel wire mesh is provided with anti-corrosion paint, and the coating thickness of the anti-corrosion paint is 3 mm.

Preferably, one side symmetry of rhombus bank protection brick is provided with water drainage tank and spread groove, every water drainage tank all communicates with the recess, two that correspond from top to bottom spread groove and water drainage tank intercommunication.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses be provided with first protruding thorn, anchor pole and bank protection wire net, can strengthen inner structure's wholeness, guarantee that overall structure can not take place loosely, can bear great extrusion force and tensile stress, be difficult for causing damage, long service life to the bank protection.

2. The utility model provides a rhombus bank protection brick utilizes to be connected fixedly between connection cone and the protruding thorn of second and the concrete filling layer, and rhombus bank protection brick can not washed away by the disintegration, can guarantee to protect slope protection structure, has seted up water drainage tank and spread groove in one side of rhombus bank protection brick moreover, and the ponding of being convenient for is discharged.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the structure of the diamond slope protection brick of the present invention;

FIG. 3 is an enlarged view of part A of the present invention;

in the figure: 1. an inclined concrete layer; 2. a bank soil layer; 3. a first spur; 4. an anchoring rod; 5. slope protection steel wire meshes; 6. a concrete filling layer; 7. a crushed stone layer is arranged inside; 8. a concrete foundation; 9. a rhombic slope protection brick; 10. connecting a cone; 11. a groove; 12. a water discharge tank; 13. a second spur; 14. mounting a through hole; 15. and connecting the grooves.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: a hidden type water conservancy slope protection structure comprises a bank soil layer 2, wherein the upper surface of the bank soil layer 2 is provided with an inclined concrete layer 1, and one side of the embankment soil layer 2 is respectively provided with a built-in rubble layer 7 and a concrete foundation 8, one side of the built-in rubble layer 7 is provided with a slope protection steel wire mesh 5, a plurality of anchoring rods 4 penetrating through the soil layer 2 of the bank are uniformly arranged on one side of the slope protection steel wire mesh 5, a plurality of first convex thorns 3 are arranged on the outer side of each anchoring rod 4, the other side of the slope protection steel wire mesh 5 is provided with a concrete filling layer 6, one side of the concrete filling layer 6 is uniformly provided with a plurality of rhombic slope protection bricks 9, one side of each rhombic slope protection brick 9 is provided with a groove 11, the rhombus slope protection brick 9, the concrete filling layer 6, the slope protection steel wire mesh 5 and the built-in gravel layer 7 are all positioned above the concrete foundation 8.

The first convex thorn 3 and the anchoring rod 4 are of an integrated structure, the first convex thorn 3 and the anchoring rod 4 are both made of steel bar materials, the other side of the rhombic slope protection brick 9 is provided with an installation through hole 14 communicated with the groove 11, a connecting cone 10 penetrating through the concrete filling layer 6 is arranged inside the installation through hole 14, one end of the connecting cone 10 is provided with two second convex thorns 13, each second convex thorns 13 and the connecting cone 10 are of an integrated structure, the anchoring rods 4 and the slope protection steel wire mesh 5 are fixed by welding, the outer side of the slope protection steel wire mesh 5 is provided with anti-corrosion paint, the coating thickness of anticorrosive paint is 3mm, one side symmetry of rhombus slope protection brick 9 is provided with water drainage tank 12 and spread groove 15, every water drainage tank 12 all communicates with recess 11, two that correspond from top to bottom spread groove 15 and water drainage tank 12 intercommunication.

It should be noted that, the utility model relates to a hidden water conservancy slope protection structure, if:

fig. 1 is a schematic structural view of the present invention; FIG. 2 is a schematic view of the structure of the diamond slope protection brick of the present invention; fig. 3 is a partial enlarged view of part a of the present invention. The utility model discloses when being under construction to slope protection structure, embankment soil layer 2 and concrete foundation 8 are laid at first, and anchor rod 4 that will be connected with first protruding thorn 3 buries underground in embankment soil layer 2's inside, then at anchor rod 4's one end welding bank protection wire net 5, and pack built-in metalling 7 between bank protection wire net 5 and embankment soil layer 2, lay concrete filling layer 6 on bank protection wire net 5's surface, will splice in the inside of concrete filling layer 6 outside rhombus slope protection brick 9 injection concrete filling layer 6 with the connection cone 10 that is connected with the protruding thorn 13 of second, lay slope form concrete layer 1 on embankment soil layer 2 and concrete filling layer 6's surface at last. After the water erodes the recess 11 inside of rhombus bank protection brick 9, rivers can flow back to the river course along water drainage tank 12 and connecting groove 15, can prevent that the water from corroding the inner structure of this bank protection.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a hidden water conservancy slope protection structure, includes embankment soil layer (2), its characterized in that: an inclined concrete layer (1) is arranged on the upper surface of the embankment soil layer (2), and one side of the embankment soil layer (2) is respectively provided with a built-in gravel layer (7) and a concrete foundation (8), a slope protection steel wire mesh (5) is arranged on one side of the built-in gravel layer (7), a plurality of anchoring rods (4) penetrating through a bank soil layer (2) are uniformly arranged on one side of the slope protection steel wire mesh (5), a plurality of first convex thorns (3) are arranged on the outer side of each anchoring rod (4), a concrete filling layer (6) is arranged on the other side of the slope protection steel wire mesh (5), a plurality of rhombic slope protection bricks (9) are uniformly arranged on one side of the concrete filling layer (6), a groove (11) is arranged on one side of each rhombic slope protection brick (9), the rhombic slope protection bricks (9), the concrete filling layer (6), the slope protection steel wire mesh (5) and the built-in gravel layer (7) are all located above the concrete foundation (8).

2. The hidden water conservancy slope protection structure of claim 1, characterized in that: the first protruding thorn (3) and the anchoring rod (4) are of an integrally formed structure, and the first protruding thorn (3) and the anchoring rod (4) are made of steel bar materials.

3. The hidden water conservancy slope protection structure of claim 1, characterized in that: the opposite side of rhombus bank protection brick (9) is seted up installation through-hole (14) with recess (11) intercommunication, the inside of installation through-hole (14) is provided with connection cone (10) that run through concrete filling layer (6).

4. The hidden water conservancy slope protection structure of claim 3, characterized in that: one end of the connecting cone (10) is provided with two second convex thorns (13), and each second convex thorn (13) and the connecting cone (10) are of an integrally formed structure.

5. The hidden water conservancy slope protection structure of claim 1, characterized in that: the anchor rod (4) and the slope protection steel wire mesh (5) are fixed through welding, the outer side of the slope protection steel wire mesh (5) is provided with anti-corrosion paint, and the coating thickness of the anti-corrosion paint is 3 mm.

6. The hidden water conservancy slope protection structure of claim 1, characterized in that: one side symmetry of rhombus bank protection brick (9) is provided with water drainage tank (12) and spread groove (15), every water drainage tank (12) all communicates with recess (11), two that correspond from top to bottom spread groove (15) and water drainage tank (12) intercommunication.