CN215105050U

CN215105050U - Dyke reinforcing structure

Info

Publication number: CN215105050U
Application number: CN202022792630.0U
Authority: CN
Inventors: 王小疆
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-11-27
Filing date: 2020-11-27
Publication date: 2021-12-10
Anticipated expiration: 2030-11-27

Abstract

The utility model relates to a dyke reinforced structure, including the dyke body, the dyke body include with the dyke that faces water, the embankment and support wall body, support wall body locates between the dyke that faces water and the embankment that faces water, support wall body bottom is close to embankment one side of facing water and is equipped with the bottom plate, support wall body includes the support column, the upper surface of embankment that faces water is equipped with the soil horizon, the soil horizon lower surface is connected with the rock layer, rock stratum lower surface is connected with concrete layer, be equipped with reinforced concrete layer between concrete layer and support wall body and the bottom plate, the concrete in situ fixation is equipped with steel reinforcement frame, be equipped with the curved surface steel sheet between steel reinforcement frame and reinforced concrete layer's domatic. Set up the steel reinforcement framework in concrete layer, stretch into reinforced concrete layer through joint support pole and be connected with supporting wall and bottom plate, can guarantee joint strength, set up the curved surface steel sheet between steel reinforcement framework and reinforced concrete layer, can make overall structure rigidity and curved surface steel sheet can increase and the both sides contact area between the concrete, guarantee holistic reinforcement strength.

Description

Dyke reinforcing structure

Technical Field

The utility model relates to a dyke field especially relates to a dyke reinforced structure.

Background

The dike engineering refers to a water retaining building built along the edges of rivers, channels, lakes, seas or flood areas, flood diversion areas and reclamation areas, the dike is an important flood control engineering widely adopted in the world, the dike building is a main measure for preventing flood from flooding and protecting the residential and industrial and agricultural production, and after the river levee restrains flood, the flood is limited in a flood passage, so that the water depth with the same flow is increased, the flood flow speed is increased, and flood discharge and sand discharge are facilitated. At present, among the prior art, the dyke body structure is mostly ordinary silt or the structure that the grit mixes, can not deal with the rivers impact, and dyke body structure is unstable, and when the water level was higher, the unrestrained great to the river bank impact, the vegetation of fragile both sides.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that a dyke reinforced structure is provided, the problem of mentioning in the above-mentioned background art is solved.

In order to solve the technical problem, the utility model discloses a dyke reinforcing structure, including the dyke body, the dyke body includes with the bank of meeting water, the bank of backing water and support wall body, the support wall body is located between the bank of meeting water and the bank of backing water, the support wall body bottom is close to bank of backing water one side and is equipped with the bottom plate, the support wall body includes the support column, both ends are equipped with the supporting seat about the support column, be equipped with latticed reinforced structure between supporting seat and the support column, the support wall body both sides are equipped with the cut-off wall; the upper surface of backing dyke is equipped with the soil horizon, the soil horizon lower surface is connected with the rock layer, rock layer lower surface is connected with concrete layer, be equipped with reinforced concrete layer between concrete layer and the support wall body and the bottom plate, the concrete internal fixation is equipped with steel reinforcement framework, be equipped with the curved surface steel sheet between steel reinforcement framework and reinforced concrete layer's the domatic, curved surface steel sheet lower surface is equipped with the connecting plate, the connecting plate lower surface passes reinforced concrete layer and is connected with support wall body and bottom plate through a plurality of joint support poles, curved surface steel sheet and the corresponding position department of connecting plate are equipped with the through-hole of a plurality of intercommunications, be equipped with fixed frame between steel reinforcement framework and the curved surface steel sheet, the fixed frame bottom is equipped with the mounting with through-hole matched with, the mounting passes the through-hole and extends in the reinforced concrete layer.

Set up the steel bar framework in concrete layer to stretch into reinforced concrete layer through joint support pole and be connected with supporting wall and bottom plate, can guarantee joint strength, set up the curved surface steel sheet between steel bar framework and reinforced concrete layer, can make overall structure rigidity and curved surface steel sheet can increase and the both sides area of contact between the concrete, increase and the fixed degree of concrete, guarantee holistic reinforced strength. Meanwhile, the latticed reinforcing structure is arranged in the supporting wall body, so that the wall body is more stable, and the impact of the spray on the dike body is effectively buffered.

As an improvement of the utility model, the reinforced structure includes cross connection's horizontal strengthening rib, vertical strengthening rib and slant strengthening rib, horizontal strengthening rib, vertical strengthening rib and slant strengthening rib mutually support and form three horn shapes.

As an improvement of the utility model, the reinforced structure symmetry sets up in the support column both sides.

As an improvement of the utility model, the upper surface on soil horizon is equipped with the vegetable layer, be equipped with the ladder in the middle of the vegetable layer. The ladder is arranged, so that maintenance personnel can conveniently maintain the place, and the climbing of the maintenance personnel is facilitated.

As an improvement of the utility model, the through holes and the connecting support rods are arranged in a staggered mode at intervals. The connecting support rods and the fixing pieces are arranged at intervals in a staggered mode, so that the fixed framework and the connecting plate are used for connecting the steel bar framework, the concrete and the reinforced concrete into a whole, and the structural strength of the whole is guaranteed.

As an improvement of the utility model, the top of the supporting wall body is provided with a guardrail. Set up the guardrail, can prevent that the wave flower from producing the vegetation on the levee and assaulting, be favorable to protecting the vegetation, can protect the maintainer of standing on the dyke body simultaneously, prevent that maintainer from falling into water.

Compared with the prior art, the utility model has the advantages that 1) the steel bar framework is arranged in the concrete layer, and the steel bar framework extends into the reinforced concrete layer through the connecting support rod to be connected with the support wall and the bottom plate, so that the connection strength can be ensured, the curved steel plate is arranged between the steel bar framework and the reinforced concrete layer, the rigidity of the whole structure can be ensured, the contact area between the curved steel plate and the concrete at two sides can be increased, the fixing degree between the curved steel plate and the concrete is increased, and the whole reinforcing strength is ensured; 2) the latticed reinforcing structure is arranged in the supporting wall body, so that the wall body is more stable, and the impact of the spray on the dike body is effectively buffered; 3) the arrangement of the steps can facilitate maintenance personnel to maintain the place, and the maintenance personnel can climb conveniently; 4) the connecting support rods and the fixing pieces are arranged at intervals in a staggered mode, so that the fixed framework and the connecting plate are used for connecting the steel bar framework, the concrete and the reinforced concrete into a whole, and the structural strength of the whole is guaranteed; 5) set up the guardrail, can prevent that the wave flower from producing the vegetation on the levee and assaulting, be favorable to protecting the vegetation, can protect the maintainer of standing on the dyke body simultaneously, prevent that maintainer from falling into water.

Drawings

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

FIG. 2 is an enlarged detail view of A in FIG. 1;

in the figure: 1. a dike body; 2. a water-facing dike; 3. a backwater dike; 4. supporting the wall; 41. a support pillar; 42. a supporting seat; 43. reinforcing the structure; 5. a base plate; 6. a soil layer; 7. a rock layer; 8. a concrete layer; 9. reinforcing the concrete layer; 10. a steel reinforcement framework; 11. a curved steel plate; 12. a connecting plate; 13. connecting the supporting rods; 14. a fixed frame; 15. a fixing member; 16. a vegetable layer; 18. a cut-off wall; 19. and a through hole.

The specific implementation mode is as follows:

for the purpose of enhancing the understanding of the present invention, the following detailed description is made with reference to the accompanying drawings.

Example 1: referring to fig. 1-2, an embankment reinforced structure comprises an embankment body 1, wherein the embankment body 1 comprises a water-facing embankment 2, a water-backing embankment 3 and a supporting wall body 4, the supporting wall body 4 is arranged between the water-facing embankment 2 and the water-backing embankment 3, a bottom plate 5 is arranged at the bottom of the supporting wall body 4 close to one side of the water-backing embankment 3, the supporting wall body 4 comprises a supporting column 41, supporting seats 42 are arranged at the upper end and the lower end of the supporting column 41, a latticed reinforced structure 43 is arranged between the supporting seats 42 and the supporting column 41, and anti-seepage walls 18 are arranged on two sides of the supporting wall body 4. The upper surface of the backwater dike 3 is provided with a soil layer 6, the lower surface of the soil layer 6 is connected with a rock layer 7, the lower surface of the rock layer 7 is connected with a concrete layer 8, a reinforced concrete layer 9 is arranged between the concrete layer 8 and the supporting wall body 4 and the bottom plate 5, a reinforced framework 10 is fixedly arranged in the concrete layer 8, all transverse and longitudinal beams of the reinforced mechanism 10 are formed by welding or integral forming, so that the integral structural strength of the reinforced framework 5 can be ensured, the integral structural strength of the concrete after the concrete is poured can be ensured after the reinforced framework is placed, a curved steel plate 11 is arranged between the reinforced framework 10 and the slope surface of the reinforced concrete layer 9, the lower surface of the curved steel plate 11 is provided with a connecting plate 12, the lower surface of the connecting plate 12 passes through the reinforced concrete layer 9 through a plurality of connecting support rods 13 to be connected with the supporting wall body 4 and the bottom plate 5, and a plurality of through holes 19 are arranged at the corresponding positions of the curved steel plate 11 and the connecting plate 12, a fixing frame 14 is arranged between the steel bar framework 10 and the curved steel plate 11, a fixing piece 15 matched with the through hole 19 is arranged at the bottom of the fixing frame 14, and the fixing piece 15 penetrates through the through hole 19 and extends into the reinforced concrete layer 9.

The reinforcing structure 43 includes cross-connected horizontal reinforcing ribs, vertical reinforcing ribs, and oblique reinforcing ribs, which are fitted to each other to form a triangular shape.

The reinforcing structures 43 are symmetrically disposed on both sides of the supporting column 41.

The upper surface of the soil layer 6 is provided with a vegetation layer 16, and a step is arranged in the middle of the vegetation layer 16. The ladder is arranged, so that maintenance personnel can conveniently maintain the place, and the climbing of the maintenance personnel is facilitated.

The through holes 19 are staggered with the connecting support rods 13. The connecting support rods and the fixing pieces are arranged at intervals in a staggered mode, so that the fixed framework and the connecting plate are used for connecting the steel bar framework, the concrete and the reinforced concrete into a whole, and the structural strength of the whole is guaranteed.

The top of the supporting wall 4 is provided with a guardrail. Set up the guardrail, can prevent that the wave flower from producing the vegetation on the levee and assaulting, be favorable to protecting the vegetation, can protect the maintainer of standing on the dyke body simultaneously, prevent that maintainer from falling into water.

Finally, it should be noted that: the technical means disclosed by the scheme of the present invention is not limited to the technical means disclosed by the above embodiments, but also includes the technical scheme formed by the arbitrary combination of the above technical features. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, several improvements and modifications can be made, and these improvements and modifications are also considered as the protection scope of the present invention.

Claims

1. An embankment reinforcement structure, characterized in that: the waterproof embankment comprises an embankment body (1), wherein the embankment body (1) comprises a water-facing embankment body (2), a water-backing embankment body (3) and a supporting wall body (4), the supporting wall body (4) is arranged between the water-facing embankment body (2) and the water-backing embankment body (3), a bottom plate (5) is arranged on one side, close to the water-backing embankment body (3), of the bottom of the supporting wall body (4), the supporting wall body (4) comprises supporting columns (41), supporting seats (42) are arranged at the upper end and the lower end of each supporting column (41), a latticed reinforcing structure (43) is arranged between each supporting seat (42) and each supporting column (41), and anti-seepage walls (18) are arranged on two sides of the supporting wall body (4); the upper surface of the backwater dike (3) is provided with a soil layer (6), the lower surface of the soil layer (6) is connected with a rock layer (7), the lower surface of the rock layer (7) is connected with a concrete layer (8), a reinforced concrete layer (9) is arranged between the concrete layer (8) and the supporting wall body (4) and the bottom plate (5), a steel bar framework (10) is fixedly arranged in the concrete layer (8), a curved steel plate (11) is arranged between the steel bar framework (10) and the slope surface of the reinforced concrete layer (9), the lower surface of the curved steel plate (11) is provided with a connecting plate (12), the lower surface of the connecting plate (12) penetrates through the reinforced concrete layer (9) to be connected with the supporting wall body (4) and the bottom plate (5) through a plurality of connecting support rods (13), and a plurality of through holes (19) are arranged at the corresponding positions of the curved steel plate (11) and the connecting plate (12), be equipped with fixed frame (14) between steel framework (10) and curved surface steel sheet (11), fixed frame (14) bottom is equipped with through-hole (19) matched with mounting (15), mounting (15) pass through-hole (19) extend in reinforced concrete layer (9).

2. A bank reinforcing structure according to claim 1, wherein: the reinforced structure (43) comprises transverse reinforcing ribs, vertical reinforcing ribs and oblique reinforcing ribs which are connected in a cross mode, and the transverse reinforcing ribs, the vertical reinforcing ribs and the oblique reinforcing ribs are matched with one another to form a triangular shape.

3. A bank reinforcing structure according to claim 2, wherein: the reinforcing structures (43) are symmetrically arranged on two sides of the supporting column (41).

4. A bank reinforcing structure according to claim 1, wherein: the upper surface of the soil layer (6) is provided with a vegetation layer (16), and a step is arranged in the middle of the vegetation layer (16).

5. A bank reinforcing structure according to claim 1, wherein: the through holes (19) and the connecting support rods (13) are arranged in a staggered mode at intervals.

6. A bank reinforcing structure according to claim 1, wherein: and the top of the supporting wall body (4) is provided with a guardrail.