CN219690553U

CN219690553U - Anti-slip slope structure of cliff-facing highway

Info

Publication number: CN219690553U
Application number: CN202321200487.9U
Authority: CN
Inventors: 朱海明; 骆雨薇
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-05-17
Filing date: 2023-05-17
Publication date: 2023-09-15
Anticipated expiration: 2033-05-17

Abstract

The utility model discloses an anti-slip slope structure of a cliff-facing road, which comprises a slope protection body arranged on the cliff side of the road, wherein the slope protection body comprises a first slope body and a second slope body, an isolation platform is arranged between the first slope body and the second slope body, and an isolation protection mechanism is arranged on the isolation platform; the isolation protection mechanism comprises a plurality of support assemblies and isolation plates arranged between adjacent support assemblies along the length direction of the isolation platform. This face cliff highway landslide prevention structure is through the first slope body, the second slope body that sets up, isolation platform, the division board, L template, embedded bolt, the through-hole, bar convex body, positioning nut isotructure, set up isolation platform in traditional face cliff highway slope protection structure middle part, keep off the rubble separation that rolls down on the bank protection on isolation platform under the check of division board, solved the rubble and directly roll down on the road influence the problem of passing safety of coming and going the vehicle, later stage only need to the rubble clearance on the isolation platform can, have stronger practicality.

Description

Anti-slip slope structure of cliff-facing highway

Technical Field

The utility model belongs to the technical field of highway anti-slip slopes, and particularly relates to a cliff-facing highway anti-slip slope structure.

Background

The cliff-facing road section refers to a road side which is adjacent to a steep mountain edge, the drop between the road surface and the cliff is large, and the cliff-facing road section is usually a mountain-side road section; at present, a certain height of concrete anti-slip slope protection is usually arranged on one side of a cliff adjacent to a mountain edge to improve the stability of a mountain base, however, the height of the concrete anti-slip slope protection is generally limited, the mountain body positioned on the upper section of the anti-slip slope protection is still in an exposed state, broken stone can fall down sometimes, the broken stone directly rolls on a road to influence the passing of vehicles to a certain extent, timely cleaning is needed, and meanwhile, certain potential safety hazards exist.

The present utility model has been made in view of this.

Disclosure of Invention

In order to solve the technical problems, the utility model adopts the basic conception of the technical scheme that:

the slope protection body comprises a first slope body and a second slope body, an isolation platform is arranged between the first slope body and the second slope body, and an isolation protection mechanism is arranged on the isolation platform;

the isolation protection mechanism comprises a plurality of support assemblies and isolation plates arranged between adjacent support assemblies along the length direction of the isolation platform.

As a preferable technical scheme of the utility model, the supporting component comprises an L-shaped plate and a plurality of embedded bolts uniformly arranged along the length direction of the isolation platform; the L-shaped plate bottom horizontal section plate body is provided with a through hole for the embedded bolt to pass through, the upper surface of the isolation platform is provided with a strip-shaped convex body for propping against the corner of the L-shaped plate along the length direction, and the top end of the embedded bolt is provided with a positioning nut.

As an optimal technical scheme of the utility model, L-shaped inserting rods are arranged at corners of the outer side face of the isolation plate, and sleeves corresponding to the L-shaped inserting rods are symmetrically arranged on one side wall of the L-shaped plate body, close to the second slope body, of the vertical section of the L-shaped plate body.

As a preferable technical scheme of the utility model, a ribbed plate is arranged between one side wall of the L-shaped plate, which is far away from the sleeve, and the horizontal section plate, and the ribbed plate is symmetrically arranged on two sides of the L-shaped plate.

As an optimized technical scheme of the utility model, the first slope body, the second slope body and the isolation platform are all formed by pouring concrete, and the embedded bolts are embedded in one side, close to the first slope body, of the isolation platform.

As a preferable technical scheme of the utility model, the middle part of the upper surface of the isolation platform is provided with a diversion trench along the length direction.

The beneficial effects are that:

this face cliff highway landslide prevention structure is through the first slope body, the second slope body that sets up, isolation platform, the division board, L template, embedded bolt, the through-hole, bar convex body, positioning nut isotructure, set up isolation platform in traditional face cliff highway slope protection structure middle part, keep off the rubble separation that rolls down on the bank protection on isolation platform under the check of division board, solved the rubble and directly roll down on the road influence the problem of passing safety of coming and going the vehicle, later stage only need to the rubble clearance on the isolation platform can, have stronger practicality.

The following describes the embodiments of the present utility model in further detail with reference to the accompanying drawings.

Drawings

In the drawings:

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic structural view of a separator according to the present utility model;

FIG. 3 is a schematic view of the structure of the utility model after the separator is disassembled;

FIG. 4 is a schematic view of the structure of the L-shaped plate of the present utility model;

fig. 5 is a schematic diagram of the structure at a in fig. 1 according to the present utility model.

In the figure: 1. a first slope; 2. a second slope; 3. an isolation platform; 4. a partition plate; 5. an L-shaped plate; 6. embedding bolts; 7. a through hole; 8. a strip-shaped convex body; 9. positioning a screw cap; 10. an L-shaped inserted link; 11. a sleeve; 12. rib plates; 13. and a diversion trench.

Detailed Description

For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions in the embodiments will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and the following embodiments are used to illustrate the present utility model.

As shown in fig. 1 to 5, an anti-slip slope structure for a cliff comprises a slope protection body arranged on the cliff side of a highway, wherein the slope protection body comprises a first slope 1 and a second slope 2, an isolation platform 3 is arranged between the first slope 1 and the second slope 2, and an isolation protection mechanism is arranged on the isolation platform 3; the isolation protection mechanism comprises a plurality of support assemblies and isolation plates 4 arranged between adjacent support assemblies along the length direction of the isolation platform 3; the isolation platform 3 is horizontally arranged to avoid excessive extrusion of the outside isolation plate 4 by the accumulation of crushed stone.

In the embodiment, the supporting component comprises an L-shaped plate 5 and a plurality of embedded bolts 6 which are uniformly arranged along the length direction of the isolation platform 3; the horizontal section plate body at the bottom of the L-shaped plate 5 is provided with a through hole 7 for the embedded bolt 6 to pass through, the upper surface of the isolation platform 3 is provided with a strip-shaped convex body 8 for propping against the corner of the L-shaped plate 5 along the length direction, and the top end of the embedded bolt 6 is provided with a positioning nut 9; it should be noted that, the strip-shaped convex body 8 can be used for connecting the horizontal section plate body and the vertical section plate body of the L-shaped plate 5, that is, the strip-shaped convex body 8 can prop against the corner part of the L-shaped plate 5, meanwhile, the embedded bolt 6 is inserted into the through hole 7, and the two are mutually matched to fix the position of the L-shaped plate 5; during concrete installation, the through holes 7 are aligned with the embedded bolts 6, the vertical section plate body of the L-shaped plate 5 is kept to move along the outer side wall of the strip-shaped convex body 8 until the bottom of the L-shaped plate 5 is in contact with the isolation platform 3, the positioning nuts 9 are assembled on the embedded bolts 6 at this time, gaskets can be additionally arranged at the bottoms of the positioning nuts 9 when necessary, and then the installation operation of the L-shaped plate 5 is completed.

L-shaped inserted bars 10 are arranged at corners of the outer side faces of the isolation plates 4, and sleeves 11 corresponding to the L-shaped inserted bars 10 are symmetrically arranged on one side wall of the vertical section plate body of the L-shaped plate 5, which is close to the second slope body 2; it should be noted that, a connection plate is provided between the sleeve 11 and the L-shaped board 5 to realize connection between the sleeve 11 and the L-shaped board 5; during specific installation, the L-shaped inserting rods 10 on two sides of the isolation plate 4 are respectively inserted into the sleeves 11 on one side of the L-shaped plates 5 on two sides, and the rest of the isolation plates 4 are sequentially installed between the L-shaped plates 5 according to the mode, so that the assembly work of the isolation plates 4 is completed.

A rib plate 12 is arranged between one side wall of the vertical section plate body of the L-shaped plate 5, which is far away from the sleeve 11, and the horizontal section plate body, and the rib plates 12 are symmetrically arranged on two sides of the L-shaped plate 5; the rib plates 12 can improve the connection strength of the corners of the L-shaped plate 5, so that the deformation of the structure of the L-shaped plate 5 is prevented.

The first slope body 1, the second slope body 2 and the isolation platform 3 are formed by pouring concrete, and the embedded bolts 6 are embedded in one side, close to the first slope body 1, of the isolation platform 3; the embedded bolts 6 are arranged on one side of the isolation platform 3, which is close to the first slope body 1, so that enough space can be reserved for erecting the isolation plate 4, and the diversion trenches 13 are arranged. The middle part of the upper surface of the isolation platform 3 is provided with a diversion trench 13 along the length direction; the strip-shaped convex body 8 is positioned between the diversion trench 13 and the embedded bolt 6; the ponding on the isolation platform 3 is guided by the guide groove 13, so that the situation that the isolation platform 3 is ponded is avoided.

Working principle: when the utility model is used, the L-shaped plates 5 are sequentially arranged between the corresponding embedded bolts 6 and the strip-shaped convex bodies 8, the L-shaped plates 5 are fixed by the cooperation of the positioning nuts 9, then the L-shaped inserted rods 10 at the two sides of the isolation plate 4 are respectively aligned with the sleeves 11 at one side of the L-shaped plates 5 at the two sides and inserted, and the installation work of other isolation plates 4 is sequentially completed according to the mode; after the installation is finished, when broken stone falls off from the cliff body above one side of the first slope body 1 and the second slope body 2, the broken stone rolls down on the isolation platform 3 through the second slope body 2, and the broken stone blocked by the isolation plate 4 is limited on the isolation platform 3, so that the broken stone is prevented from directly falling on a road to influence the driving safety;

this face cliff highway landslide prevention structure is through the first slope 1 of setting, the second slope 2, keep apart platform 3, division board 4, L template 5, pre-buried bolt 6, through-hole 7, bar convex body 8, set nut 9 isotructure, set up at tradition and face cliff highway slope protection structure middle part and keep apart platform 3, keep off the rubble separation that rolls on the bank protection on isolation platform 3 under the check of division board 4, solved the rubble and directly roll and influence the current safety's of coming and going the vehicle problem on the highway, later stage only need to the rubble clearance on the isolation platform 3 can, have stronger practicality.

The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. The utility model provides a face cliff highway landslide prevention structure, includes the bank protection body that sets up in the body side of highway cliff, its characterized in that: the slope protection body comprises a first slope body (1) and a second slope body (2), an isolation platform (3) is arranged between the first slope body (1) and the second slope body (2), and an isolation protection mechanism is arranged on the isolation platform (3);

the isolation protection mechanism comprises a plurality of support assemblies and isolation plates (4) arranged between adjacent support assemblies along the length direction of the isolation platform (3).

2. The cliff side road landslide prevention structure of claim 1 and wherein: the support assembly comprises an L-shaped plate (5) and a plurality of embedded bolts (6) which are uniformly arranged along the length direction of the isolation platform (3); the utility model discloses a locating nut, including L template (5), locating nut (9) are installed on embedded bolt (6), L template (5) bottom horizontal segment plate body is offered and is used for through-hole (7) of embedded bolt (6) passing through, isolation platform (3) upper surface is provided with bar convex body (8) that are used for supporting L template (5) turning along length direction, embedded bolt (6) top.

3. The cliff side road landslide prevention structure of claim 2, wherein: l-shaped inserting rods (10) are arranged at corners of the outer side faces of the isolation plates (4), and sleeves (11) corresponding to the L-shaped inserting rods (10) are symmetrically arranged on one side wall of the vertical section plate body of the L-shaped plate (5) close to the second slope body (2).

4. A cliff side road landslide prevention structure according to claim 3, characterized in that: a rib plate (12) is arranged between one side wall, far away from the sleeve (11), of the vertical section plate body of the L-shaped plate (5) and the horizontal section plate body, and the rib plates (12) are symmetrically arranged on two sides of the L-shaped plate (5).

5. The cliff side road landslide prevention structure of claim 2, wherein: the first slope body (1), the second slope body (2) and the isolation platform (3) are formed by adopting concrete pouring, and the embedded bolts (6) are embedded in one side, close to the first slope body (1), of the isolation platform (3).

6. The cliff side road landslide prevention structure of claim 1 and wherein: the middle part of the upper surface of the isolation platform (3) is provided with a diversion trench (13) along the length direction.