CN219195813U

CN219195813U - Slope reinforcement structure

Info

Publication number: CN219195813U
Application number: CN202223290217.XU
Authority: CN
Inventors: 葛静波; 刘飞; 谢旭升; 林川; 曹倩雯; 孙晴晴
Original assignee: China Railway Construction Engineering Group No5 Construction Co ltd; China Railway Construction Engineering Group Co Ltd
Current assignee: China Railway Construction Engineering Group No5 Construction Co ltd; China Railway Construction Engineering Group Co Ltd
Priority date: 2022-12-08
Filing date: 2022-12-08
Publication date: 2023-06-16
Anticipated expiration: 2032-12-08

Abstract

The utility model provides a slope reinforcement structure. The slope reinforcement structure comprises: the side slope main part, the fixedly connected with cement layer all around of side slope main part, the outside swing joint on cement layer has the removable baffle, the one end fixedly connected with tank on cement layer, the left side fixedly connected with fixed stop of tank, the multiunit mounting hole has been seted up on the surface of removable baffle, arc recess has been seted up between the mounting hole, fixed stop is at cement layer surface by fixing bolt threaded connection, fixing bolt passes the mounting hole and deep into cement layer inside. According to the utility model, the cement layer is arranged on the periphery of the side slope main body, the detachable baffle is movably connected to the surface of the cement layer, the arc-shaped grooves on the surface of the detachable baffle can effectively guide rainwater into the water storage tank, and daily precipitation is guided out from the ground through the water pipe, so that rainwater and penetrating water can be effectively intercepted, and corrosion of the rainwater on the side slope is reduced.

Description

Slope reinforcement structure

Technical Field

The utility model relates to the technical field of slopes, in particular to a slope reinforcement structure.

Background

In the protection process of the river side slope, when the river side slope is flushed by water flow in the river and water flow on two sides of the river, the river side slope is easy to be impacted and corroded under the accumulation of long-term accumulation and month, and finally the river side slope is damaged, so that the river side slope is required to be used for reinforcement treatment, and the condition of water and soil loss of the river side slope is reduced.

According to the utility model, through the searching, the Chinese patent with the application number of 201922447692.5 discloses a rock-soil slope reinforcing structure, the lattice beam is poured above the rock-soil slope, the lattice beam is rectangular in grid shape, anchor holes for anchor rods to pass through are formed in the joints of the lattice beam, the anchor rods penetrate through the anchor holes and extend into holes formed in the rock-soil layer, concrete slurry is poured in the holes, the head of the anchor rods is fixed with the lattice beam through a backing plate and a locking nut, and an expansion structure is further arranged on the anchor rods, so that the problem of poor firmness of the existing rock-soil slope reinforcing structure is solved.

With respect to the technology, the inventor believes that the reinforcing side slope structure in the modern society is generally due to the phenomenon that the local soil slope is easy to generate soil loss, the soil viscosity is generally reduced due to the reasons of rain wash, less vegetation and the like, the technology deeply reinforces the side slope through the anchor rods, but the service life of the side slope reinforcing structure is extremely long, the side slope protecting structure is easy to generate corrosion under the condition that the rainwater is washed for a long time and months, and the components are damaged, so that certain hidden danger is brought.

Disclosure of Invention

In order to solve the technical problem of water resistance, the utility model provides a slope reinforcement structure.

The slope reinforcement structure provided by the utility model comprises: the side slope main part, the fixedly connected with cement layer all around of side slope main part, the outside swing joint on cement layer has the removable baffle, the one end fixedly connected with tank on cement layer, the left side fixedly connected with fixed stop of tank, the multiunit mounting hole has been seted up on the surface of removable baffle, arc recess has been seted up between the mounting hole, fixed stop is at cement layer surface by fixing bolt threaded connection, fixing bolt passes the mounting hole and deep into cement layer inside.

Preferably, the sand stone layer is arranged in the side slope main body, and a plurality of groups of supporting structures are fixedly connected in the sand stone layer.

Preferably, the support structure comprises a group of second support columns and two groups of circular plates, one side of each circular plate is fixedly connected inside the slope main body, and the second support columns are fixedly connected between the circular plates.

Preferably, the right side fixedly connected with side slope skin on cement layer, the drainage tube has been seted up on the outer surface of side slope, the bottom fixedly connected with water pipe of drainage tube, the water pipe is around cement layer and deep into the side slope skin inside.

Preferably, the surface of water pipe is provided with multiunit swing joint's buckle, be provided with multiunit first support column around the water pipe, the bottom fixed connection of first support column is in the outer inside of side slope, the top fixed connection of first support column is in the bottom on cement layer.

Preferably, the top fixedly connected with of cement layer prevents falling the terraced platform, greening area has been seted up to the surface of preventing falling the terraced platform.

Compared with the related art, the slope reinforcement structure provided by the utility model has the following beneficial effects:

1. according to the utility model, the arc-shaped grooves are formed between the mounting holes on the surface of the detachable baffle plate, the drainage tube is formed in the outer layer of the side slope, the water tube is fixedly connected to the bottom of the drainage tube, the water tube is laid around the cement layer to extend deep into the outer layer of the side slope, when rainwater is scattered, the rainwater can be drained to the water storage tank through the arc-shaped grooves, so that the cement layer is prevented from being corroded by the rainwater to be damaged, the rainwater is led into the water tube through the drainage tube, and then the rainwater is led out from the ground through the water tube, so that the rainwater and penetrating water can be intercepted, and the scouring effect of the rainwater on the side slope is weakened.

2. According to the utility model, the cement layer is fixedly connected to the surface of the side slope main body, the detachable baffle is movably connected to the surface of the cement layer, a plurality of groups of mounting holes are formed in the surface of the detachable baffle, the detachable baffle is in threaded connection with the mounting holes through the fixing bolts, and the detachable baffle penetrates through the mounting holes to extend into the cement layer, so that the position of the detachable baffle is fixed, the detachable baffle and the cement layer are fixed through the fixing bolts in threaded connection, and the detachable baffle can be timely replaced when damaged under the action of erosion of rainwater, so that the cement layer is not required to be replaced, and the economic loss is reduced.

Drawings

FIG. 1 is a schematic view of a slope reinforcement structure according to a preferred embodiment of the present utility model;

FIG. 2 is a schematic view of the structure of the removable baffle of the present utility model;

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

FIG. 4 is a schematic view of a water pipe buckle according to the present utility model;

fig. 5 is a schematic structural view of the support structure of the present utility model.

Reference numerals in the drawings: 1. a side slope body; 2. a cement layer; 3. a removable baffle; 4. a fixed baffle; 5. an outer layer of the side slope; 6. a drainage tube; 7. a water pipe; 8. anti-falling ladder stand; 9. a fixing bolt; 10. a first support column; 11. a mounting hole; 12. a buckle; 13. an arc-shaped groove; 14. a second support column; 15. a circular plate; 16. a support structure; 17. a sand layer; 18. a greening area; 19. and (5) a water storage pool.

Detailed Description

The utility model will be further described with reference to the drawings and embodiments.

Referring to fig. 1, fig. 2, fig. 3, fig. 4, and fig. 5 in combination, fig. 1 is a schematic structural diagram of a preferred embodiment of a slope reinforcement structure according to the present utility model; FIG. 2 is a schematic view of the removable barrier shown in FIG. 1; FIG. 3 is an enlarged view of a portion of A shown in FIG. 1; FIG. 4 is a schematic view of the water pipe buckle shown in FIG. 1; fig. 5 is a schematic structural view of the support structure shown in fig. 1.

In the implementation process, as shown in fig. 1 and 2, the method includes: the side slope body 1, the fixedly connected with cement layer 2 all around of side slope body 1, the outside swing joint of cement layer 2 has can dismantle baffle 3, the one end fixedly connected with tank 19 of cement layer 2, the left side fixedly connected with fixed stop 4 of tank 19, multiunit mounting hole 11 has been seted up on the surface of dismantling baffle 3, arc recess 13 has been seted up between the mounting hole 11, fixed stop 4 is at cement layer 2 surface by fixing bolt 9 threaded connection, fixing bolt 9 passes mounting hole 11 and deep into cement layer 2 inside.

Referring to fig. 1, a sand stone layer 17 is formed in the side slope main body 1, a plurality of groups of supporting structures 16 are fixedly connected to the inside of the sand stone layer 17, the sand stone layer 17 is formed in the side slope main body 1, the inside soil of the side slope main body 1 can be effectively prevented from loosening by filling sand, and the soil around the sand stone layer 17 can be effectively supported by the supporting structures 16.

Referring to fig. 1 and 5, the supporting structure 16 includes a set of second support columns 14 and two sets of circular plates 15, one side of each circular plate 15 is fixedly connected inside the slope main body 1, the second support columns 14 are fixedly connected between the circular plates 15, the second support columns 14 are fixedly connected inside soil by arranging the circular plates 15, and the second support columns 14 are fixedly connected between the two sets of circular plates 15, so that good supporting effect can be carried out on the soil around the sand layer 17, and the pressure of the soil on the sand layer 17 is reduced.

Referring to fig. 1, the right side of the cement layer 2 is fixedly connected with a side slope outer layer 5, a drainage tube 6 is arranged on the surface of the side slope outer layer 5, a water tube 7 is fixedly connected with the bottom end of the drainage tube 6, the water tube 7 surrounds the periphery of the cement layer 2 and stretches into the side slope outer layer 5, daily rainfall is introduced into the water tube 7 by arranging the drainage tube 6 on the surface of the side slope outer layer 5, and then the rainwater is discharged through the water tube 7, so that the erosion of the rainwater and the seepage water to a slope can be effectively reduced.

Referring to fig. 1, fig. 3 and fig. 4, the surface of the water pipe 7 is provided with a plurality of groups of movably connected buckles 12, a plurality of groups of first support columns 10 are arranged around the water pipe 7, the bottom of each first support column 10 is fixedly connected to the inside of the outer side slope layer 5, the top of each first support column 10 is fixedly connected to the bottom of the cement layer 2, the water pipe 7 can be effectively fixed through installing buckles 12 at the joint between the water pipes 7, the stability of the water pipe 7 in drainage is improved, the pressure of soil to the water pipe 7 can be effectively reduced through arranging the first support columns 10 around the water pipe 7, and the practicability is improved.

Referring to fig. 1, the top fixedly connected with of cement layer 2 prevents falling terraced platform 8, prevents falling terraced platform 8's surface and has seted up greening district 18, through setting up the prevention of falling terraced platform 8 at the top of cement layer 2, can reduce pedestrian's danger that carelessly produced to drop, sets up greening district 18 at the surface of prevention of falling terraced platform 8 and can increase the absorption to daily rainfall through planting green planting, reduces the erosion of rainwater to the side slope, also can increase certain sight.

The working principle provided by the utility model is as follows: according to the utility model, the cement layer 2 is arranged on the periphery of the side slope main body 1, the movable connected detachable baffle plate 3 is arranged on the surface of the cement layer 2, the cement layer 2 and the detachable baffle plate 3 are fixed in a threaded manner through the fixing bolts 9, and when rainfall occurs, the arc-shaped grooves 13 formed on the surface of the detachable baffle plate 3 effectively guide rainwater into the water storage tank 19, so that erosion of the rainwater to the detachable baffle plate 3 is reduced, the drainage tube 6 is arranged on the surface of the side slope outer layer 5 to guide the rainwater into the water tube 7, and then the water tube 7 discharges the rainwater, so that erosion of the rainwater to the side slope is further reduced, and the scouring effect of the rainwater and penetrating water to the side slope is weakened.

The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.

Claims

1. A slope reinforcement structure comprising: the side slope main body (1), its characterized in that, side slope main body (1) fixedly connected with cement layer (2) all around, the outside swing joint on cement layer (2) has can dismantle baffle (3), the one end fixedly connected with tank (19) of cement layer (2), the left side fixedly connected with fixed stop (4) of tank (19), multiunit mounting hole (11) have been seted up on the surface of dismantling baffle (3), arc recess (13) have been seted up between mounting hole (11), fixed stop (4) are at cement layer (2) surface by fixing bolt (9) threaded connection, fixing bolt (9) pass mounting hole (11) and go deep into inside cement layer (2).

2. The slope reinforcement structure according to claim 1, characterized in that a sand layer (17) is provided in the slope body (1), and a plurality of groups of support structures (16) are fixedly connected in the sand layer (17).

3. The slope reinforcement structure according to claim 2, characterized in that the support structure (16) comprises a set of second support columns (14) and two sets of circular plates (15), one side of each circular plate (15) is fixedly connected inside the slope main body (1), and the second support columns (14) are fixedly connected between the circular plates (15).

4. The side slope reinforcement structure according to claim 1, wherein the right side of the cement layer (2) is fixedly connected with a side slope outer layer (5), a drainage tube (6) is arranged on the surface of the side slope outer layer (5), a water pipe (7) is fixedly connected with the bottom end of the drainage tube (6), and the water pipe (7) surrounds the periphery of the cement layer (2) and stretches into the side slope outer layer (5).

5. The side slope reinforcement structure according to claim 4, wherein a plurality of groups of movably connected buckles (12) are arranged on the surface of the water pipe (7), a plurality of groups of first support columns (10) are arranged around the water pipe (7), the bottoms of the first support columns (10) are fixedly connected to the inner part of the side slope outer layer (5), and the tops of the first support columns (10) are fixedly connected to the bottom of the cement layer (2).

6. The side slope reinforcement structure according to claim 1, wherein the top of the cement layer (2) is fixedly connected with an anti-falling ladder stand (8), and a greening area (18) is formed on the surface of the anti-falling ladder stand (8).