CN218562236U

CN218562236U - Dyke heightening and reinforcing structure

Info

Publication number: CN218562236U
Application number: CN202222910792.9U
Authority: CN
Inventors: 李鑫
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-11-02
Filing date: 2022-11-02
Publication date: 2023-03-03
Anticipated expiration: 2032-11-02

Abstract

The utility model discloses a reinforced structure is increased to dyke, including the dyke body, the top of dyke body is provided with the top guard plate, be provided with on the dyke body and be used for the dyke to increase reinforced (rfd) reinforcement mechanism, it is provided with atress buffering subassembly to increase on the reinforcement mechanism, the utility model discloses a bottom at dyke body side is provided with and increases reinforcement mechanism, wherein increases the inside buffering atress board of reinforcement mechanism and can transmit the impact force that receives the river to buffer spring on to play the effect of consolidating dyke body, and buffering atress board can promote inboard connecting plate when receiving the impact force and remove, promotes the top that the baffle stretches out the dyke body through articulated continuous articulated conflict pole on the inboard connecting plate, thereby increases the top of dyke body, makes the whole of dyke body obtain increasing the reinforcement, avoids adopting the baffle alone and easily receives the impact of water wave, increases the life of dyke greatly.

Description

Dyke heightening and reinforcing structure

Technical Field

The utility model relates to a technical field is maintained to the dyke, concretely relates to reinforced structure is increased to dyke.

Background

The embankment is built on the river bank and the port, and the buildings built by earth and stones and the like can prevent flood, erosion of external waves and siltation of silt. At present, a reinforced structure is usually built on the dike to improve the stability and the service life of the dike. In order to enhance the impact resistance of the dike, baffles are additionally arranged on the side edges of the dike for heightening and reinforcing the dike so as to improve the impact resistance of the dike, but the existing baffles for heightening and reinforcing are always vertically arranged and can be directly impacted by water waves, so that the baffles are easy to loosen, the service life of the baffles is greatly shortened, and the baffles are inconvenient to use for a long time.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a reinforced structure is increased to dyke solves the problem that proposes in the above-mentioned background.

In order to solve the above technical problem, the utility model particularly provides the following technical scheme:

the utility model provides a levee heightening and reinforcing structure, which comprises a levee body, wherein a top protection plate is arranged at the top end of the levee body, a heightening and reinforcing mechanism for heightening and reinforcing the levee is arranged on the levee body, and a stress buffering component is arranged on the heightening and reinforcing mechanism;

heightening and reinforcing mechanism is including setting up this internal buffer groove of dyke, the slip inner chamber has been seted up to the side of buffer groove, it is provided with the buffering atress board to slide in the buffer groove, the side of buffering atress board is provided with inboard connecting plate, the buffering atress board with link to each other through the fixed connection piece that sets up between the inboard connecting plate, two spacing spouts have been seted up to the symmetry on the lateral wall of buffer groove, the tip slip of inboard connecting plate is inserted and is established in the spacing spout, the tip of inboard connecting plate is provided with spacing connecting rod, the inside of spacing spout is provided with buffer spring, buffer spring's one end with spacing connecting rod pole body links to each other, buffer spring's the other end with spacing spout inner wall links to each other, the articulated feeler lever that is provided with in the middle part of inboard connecting plate body, it is equipped with heightening baffle to slide in the inner chamber, articulated feeler lever's tip with heightening baffle's bottom is articulated continuous.

As a preferred scheme of the utility model, wear out the tip of buffering atress board the buffering recess, the tip of buffering atress board is the slope form.

As a preferred scheme of the utility model, the tip of heightening the baffle is worn out the slip inner chamber inner wall extends to the top of dyke body, the top guard plate is right the side of heightening the baffle is inconsistent.

As a preferred scheme of the utility model, the atress buffering subassembly includes that a plurality of evenly sets up the outside sliding tray of buffering atress board side, the inside slip of outside sliding tray is provided with the outside slider, the medial extremity of outside slider is provided with the stable connection piece.

As a preferred scheme of the utility model, be provided with compression spring in the outside sliding tray, compression spring's one end with outside sliding tray inner wall links to each other, compression spring's the other end with it links to each other to stabilize the connecting block.

As a preferred scheme of the utility model, the side of buffering atress board is provided with the connecting plate that shocks resistance, the outside tip of outside slider with the connecting plate that shocks resistance links to each other.

Compared with the prior art, the utility model has following beneficial effect:

the utility model discloses a bottom at dyke body side is provided with increases strengthening mechanism, wherein increase the inside buffering atress board of strengthening mechanism and can transmit the impact force that receives the river to buffer spring on, the resilience force that produces through buffer spring pressurized buffers the impact force of buffering atress board transmission, make the slow transmission of impact force of river to dyke body each department, thereby play and carry out reinforced effect to the dyke body, and the buffering atress board can promote inboard connecting plate removal when receiving the impact force, promote the top that the baffle stretches out the dyke body through articulated conflict pole that links to each other on the inboard connecting plate, thereby increase the top of dyke body, make the whole of dyke body obtain increasing the reinforcement, avoid adopting the baffle alone and easily receiving the impact of water wave, the life of dyke increases greatly.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.

Fig. 1 is a schematic front view of the structure according to the embodiment of the present invention.

Fig. 2 is a schematic sectional view of the structure of the embodiment of the present invention.

Fig. 3 is an enlarged schematic view of the structure of the limiting chute in fig. 2 according to the embodiment of the present invention.

Fig. 4 is an enlarged schematic view of the structure of the outer slider in fig. 2 according to the embodiment of the present invention.

The reference numerals in the drawings denote the following, respectively:

1. a bank body; 2. a top guard plate; 3. heightening and reinforcing mechanisms; 4. a stress buffering component;

301. a buffer groove; 302. a sliding inner cavity; 303. a buffer stress plate; 304. an inner connecting plate; 305. fixing a connecting block; 306. a limiting chute; 307. a limit connecting rod; 308. a buffer spring; 309. a hinged abutment bar; 310. heightening a baffle;

401. an outer sliding groove; 402. an outer slide; 403. stabilizing the connecting block; 404. a compression spring; 405. impact-resistant connecting plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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.

As shown in fig. 1 to 4, the utility model provides a dyke adds reinforced structure, including dyke body 1, the top of dyke body 1 is provided with top guard plate 2, is provided with on the dyke body 1 to be used for the dyke to add reinforced (rfd) reinforcement mechanism 3, is provided with atress buffer assembly 4 on the reinforcement mechanism 3 of adding.

In the embodiment, in order to enhance the impact resistance of the dike, baffles are additionally arranged on the side edge of the dike for heightening and reinforcing the dike so as to improve the impact resistance of the dike.

In specific implementation, the heightening and reinforcing mechanism 3 is arranged at the bottom of the side edge of the dike body 1, when river water impacts the bottom of the dike body 1, the heightening and reinforcing mechanism 3 can buffer the impact force of the river water, and the impact force is dispersed to all parts of the dike body 1, so that the situation that the bottom of the dike body 1 is rapidly damaged due to the fact that the river water only intensively impacts the bottom of the dike body 1 is avoided, and the effect of reinforcing the bottom of the dike body 1 is achieved, and the water baffle plate arranged in the heightening and reinforcing mechanism 3 can enable the water baffle plate inside the heightening and reinforcing mechanism 3 to move upwards when the river water impacts the heightening and reinforcing mechanism 3, so that the waterproof capacity of the top end of the dike body 1 is heightened, the dike body 1 is heightened and reinforced integrally, and the overall protection strength of the dike is improved.

As shown in fig. 1 to 4, in this embodiment, the heightening and reinforcing mechanism 3 includes a buffer groove 301 disposed in the embankment body 1, a sliding cavity 302 is disposed on a side of the buffer groove 301, a buffer stressed plate 303 is slidably disposed in the buffer groove 301, an inner connecting plate 304 is disposed on a side of the buffer stressed plate 303, the buffer stressed plate 303 and the inner connecting plate 304 are connected through a fixed connecting block 305, two limit sliding grooves 306 are symmetrically disposed on a side wall of the buffer groove 301, an end of the inner connecting plate 304 is slidably inserted in the limit sliding grooves 306, a limit connecting rod 307 is disposed at an end of the inner connecting plate 304, a buffer spring 308 is disposed inside the limit sliding grooves 306, one end of the buffer spring 308 is connected to a rod of the limit connecting rod 307, the other end of the buffer spring 308 is connected to an inner wall of the limit sliding groove 306, a hinged abutting rod 309 is hinged to a middle portion of a plate body of the inner connecting plate 304, a heightening baffle 310 is slidably inserted in the sliding cavity 302, and an end of the hinged abutting rod 309 is hinged to a bottom end of the heightening baffle 310.

The end of the buffer stress plate 303 penetrates through the buffer groove 301, and the end of the buffer stress plate 303 is inclined.

The end of the heightening baffle 310 penetrates through the inner wall of the sliding inner cavity 302 and extends to the top end of the embankment body 1, and the top protection plate 2 is abutted against the side edge of the heightening baffle 310.

In this embodiment, when river water strikes the bottom of dyke body 1, river water can take the lead to strike the buffering atress board 303 surface that sets up in dyke body 1 side bottom, make buffering atress board 303 inside the back thrust at buffering recess 301, and the side of buffering atress board 303 is connected with inboard connecting plate 304, the tip of inboard connecting plate 304 extrudees the buffer spring 308 that sets up in spacing spout 306 inside through the spacing connecting rod 307 that sets up, and then make the impact force of river water can cushion under buffer spring 308's resilience effect, and the extrusion force of transmission then can slow transmission to dyke body 1 on the buffer spring 308, thereby can not cause too big damage to the bottom of dyke body 1, guarantee the integrality of dyke body 1 bottom, play the reinforced effect to dyke body 1.

Meanwhile, in the process of pushing back the inner side connecting plate 304, the side surface of the inner side connecting plate 304 will collide with the hinged abutting rod 309, so that the hinged abutting rod 309 pushes the heightening baffle 310 hinged to the end part of the hinged abutting rod 309, and the heightening baffle 310 can slide upwards in the sliding inner cavity 302 and further penetrate out of the top end of the embankment body 1, so that the flood control height of the top end of the embankment body 1 is increased, and the purpose of heightening the embankment body 1 is achieved.

As shown in fig. 1 to 4, in the present embodiment, the force-receiving buffer assembly 4 includes a plurality of outer sliding grooves 401 uniformly disposed on the side surface of the buffer force-receiving plate 303, an outer sliding block 402 is slidably disposed inside the outer sliding grooves 401, a stable connection block 403 is disposed at the inner side end of the outer sliding block 402, a compression spring 404 is disposed in the outer sliding groove 401, one end of the compression spring 404 is connected to the inner wall of the outer sliding groove 401, the other end of the compression spring 404 is connected to the stable connection block 403, an anti-impact connection plate 405 is disposed at the side edge of the buffer force-receiving plate 303, and the outer end of the outer sliding block 402 is connected to the anti-impact connection plate 405.

Further, in order to enhance the impact force of the buffer stress plate 303 on flood, an impact-resistant connecting plate 405 is arranged on the outer side surface of the buffer stress plate 303, when the impact-resistant connecting plate 405 is impacted by flood, the compression spring 404 can be extruded by the outer side sliding block 402 connected with the impact-resistant connecting plate 405, and the impact force on the impact-resistant connecting plate 405 is buffered in advance while the compression spring 404 deforms to generate a rebound force.

The above embodiments are only exemplary embodiments of the present application, and are not intended to limit the present application, and the protection scope of the present application is defined by the claims. Various modifications and equivalents may be made to the disclosure by those skilled in the art within the spirit and scope of the disclosure, and such modifications and equivalents should also be considered as falling within the scope of the disclosure.

Claims

1. An embankment heightening and reinforcing structure, comprising an embankment body (1), characterized in that: a top protection plate (2) is arranged at the top end of the dike body (1), a heightening and reinforcing mechanism (3) for heightening and reinforcing the dike is arranged on the dike body (1), and a stress buffer assembly (4) is arranged on the heightening and reinforcing mechanism (3);

heightening and reinforcing mechanism (3) is including setting up buffer groove (301) in embankment body (1), slip inner chamber (302) have been seted up to the side of buffer groove (301), it is provided with buffering atress board (303) to slide in buffer groove (301), the side of buffering atress board (303) is provided with inboard connecting plate (304), buffering atress board (303) with link to each other through fixed connection piece (305) that set up between inboard connecting plate (304), two spacing spouts (306) have been seted up to the symmetry on the lateral wall of buffer groove (301), the tip slip of inboard connecting plate (304) is inserted and is established in spacing spout (306), the tip of inboard connecting plate (304) is provided with spacing connecting rod (307), the inside of spacing spout (306) is provided with buffer spring (308), the one end of buffer spring (308) with spacing connecting rod (307) pole links to each other, the other end of buffer spring (308) with spacing spout (306) inner wall links to each other, the articulated contact rod (309) that is provided with of articulated in the middle part of inboard connecting plate body (304), slide inner chamber (302) and insert the articulated contact rod (309), the articulated contact rod (310) and the baffle (309) that increases the end links to link to each other.

2. A levee heightening and reinforcing structure according to claim 1, wherein: the end part of the buffering stress plate (303) penetrates out of the buffering groove (301), and the end part of the buffering stress plate (303) is inclined.

3. A levee heightening reinforcing structure according to claim 2, wherein: the end part of the heightening baffle (310) penetrates through the inner wall of the sliding inner cavity (302) and extends to the top end of the embankment body (1), and the top protection plate (2) is abutted against the side edge of the heightening baffle (310).

4. A levee heightening reinforcing structure according to claim 3, wherein: the stress buffering assembly (4) comprises a plurality of outer side sliding grooves (401) which are uniformly formed in the side face of the buffering stress plate (303), outer side sliding blocks (402) are arranged in the outer side sliding grooves (401) in a sliding mode, and stable connecting blocks (403) are arranged at the inner side ends of the outer side sliding blocks (402).

5. The levee heightening and reinforcing structure according to claim 4, wherein: a compression spring (404) is arranged in the outer side sliding groove (401), one end of the compression spring (404) is connected with the inner wall of the outer side sliding groove (401), and the other end of the compression spring (404) is connected with the stable connecting block (403).

6. A levee heightening reinforcing structure according to claim 5, wherein: the side of the buffering stress plate (303) is provided with an anti-impact connecting plate (405), and the outer end of the outer sliding block (402) is connected with the anti-impact connecting plate (405).