Highway subgrade slope antiskid device
By designing a roadbed slope anti-slip device with pre-embedded top beams and bottom beams, laying drainage channels and supporting frames, the problem of insufficient thickness of existing protective boards and easy aging of materials has been solved, and a more efficient slope anti-slip effect has been achieved.
Patent Information
- Application Number
- CN202421277405.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-05
- Publication Date
- 2025-01-21
- Estimated Expiration
- 2034-06-05
AI Technical Summary
The thickness of the existing roadbed slope protection plate is not enough, the material is prone to aging, making it difficult to effectively prevent the slope from falling, especially when it is hit by heavy rain.
An anti-slip device for highway subgrade slopes is designed, which includes top beams and bottom beams embedded at the top and root of the slope, as well as drainage channels and support frames laid on the slope surface. The top and bottom beams are precast concrete components, and the drainage channels and support frames are cast-in-place concrete components, forming a skeleton structure to bind the slope soil.
Through the use of precast concrete components, the construction period is shortened, the structural strength and service life are improved, the slope is effectively prevented from sliding, and the anti-skid effect is significantly improved.
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Figure CN222375458U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of highway construction, in particular to a highway roadbed slope anti-skid device. Background Art
[0002] The roadbed slope is usually built in a single slope, broken line and stepped shape, and is built according to the height of the slope to meet different design requirements. In order to prevent the slope from sliding, a protective plate is usually laid on the slope to prevent the slope from sliding under the impact of heavy rain. The protective plate is usually a hollow structure, and green plants can be planted in the hollow position. The green plants not only play a role in greening, but also play a role in preventing slipping. The thickness of the commonly used protective plates is not enough to penetrate deep into the soil. The protective plates are mostly made of plastic, and the protective plates are prone to aging, which makes the roadbed slope easy to slide. There are many reasons for the slope to slide. The slope is too steep, and it is easy to slide when it encounters heavy rain. In addition, most slopes are not reinforced, and the soil is relatively loose. When it encounters heavy rain, the soil is easy to collapse, which leads to the slope sliding. In response to the above problems, we invented a highway roadbed slope anti-skid device. Utility Model Content
[0003] The utility model provides a highway roadbed slope anti-skid device which solves the above technical problems.
[0004] The technical solution of the utility model is achieved as follows: a highway roadbed slope anti-skid device comprises a top beam pre-buried at the top of the slope, a bottom beam pre-buried at the root of the slope, and a plurality of drainage grooves laid on the slope surface; the top beam is provided with a plurality of water outlets along the side surface, the bottom beam is provided with a plurality of drainage outlets along the side surface, and the two ends of the drainage groove are respectively connected to the water outlet and the drainage outlet; a plurality of support frames are also laid on the slope surface, the support frames are arch-shaped, the two ends of the support frames are in contact with the bottom beam, the support frames and the drainage grooves are alternately distributed, the support frames are provided with a plurality of partition plates extending upward along the top surface, and the top end of the partition plates is in contact with the top beam; the top beam, the bottom beam and the drainage grooves are all precast concrete components.
[0005] Furthermore, the support frame is a cast-in-place concrete component, and support feet are provided at both ends of the support frame; a plurality of support seats are provided along the inner side of the bottom beam, and steel bars are preset on the support seats, and the support feet are in contact with the support seats, and the steel bars are passed through the support feet.
[0006] Furthermore, the support frame is provided with a plurality of first water filtering holes, and the partition plate is provided with a plurality of second water filtering holes.
[0007] Furthermore, the cross-section of the top beam is a horizontal "T"-shaped structure, the lower half of the top beam is pre-buried in the slope soil, and the water outlet is opened in the upper half of the top beam; the cross-section of the bottom beam is a horizontal "L"-shaped structure, the lower half of the bottom beam is pre-buried in the slope soil, and the drainage outlet is opened in the upper half of the bottom beam.
[0008] The above technical scheme is adopted, and the beneficial effects of the utility model are as follows: the anti-skid device for the roadbed slope, the top beam and the bottom beam are respectively pre-buried at the top and the root of the slope, and a plurality of drainage grooves are also laid on the slope surface. The top beam is provided with a plurality of water outlets along the side, and the bottom beam is provided with a plurality of drainage outlets along the side, and the two ends of the drainage groove are respectively connected to the water outlet and the drainage outlet. A plurality of support frames are also laid on the slope surface, and the two ends of the support frames are in contact with the bottom beam, and the support frames and the drainage grooves are alternately distributed, and the support frames are provided with a plurality of partitions extending upward along the top surface, and the top of the partitions is in contact with the top beam. The top beam, the bottom beam and the drainage groove are all precast concrete components, and the precast concrete components pulled from the factory can be directly laid, which can greatly shorten the construction period. The structural strength of the precast concrete components is relatively large, and the service life is relatively long. The top beam, the bottom beam and the drainage groove can be surrounded by a skeleton structure, which can well restrain the slope soil, and the anti-slip effect is relatively significant. BRIEF DESCRIPTION OF THE DRAWINGS
[0009] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.
[0010] Figure 1 It is a structural schematic diagram of the utility model;
[0011] Figure 2 This is a schematic diagram of the split structure of the utility model;
[0012] Among them: 1. Top beam; 2. Bottom beam; 3. Drainage trough; 4. Water outlet; 5. Drainage outlet; 6. Support frame; 7. Partition; 8. Support foot; 9. Support seat; 10. Steel bar. DETAILED DESCRIPTION
[0013] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0014] like Figure 1-2 As shown, the anti-skid device for the roadbed slope includes a top beam 1 embedded in the top of the slope, a bottom beam 2 embedded in the root of the slope, and a plurality of drainage grooves 3 laid on the slope surface. The top beam 1 is provided with a plurality of water outlets 4 along the side, the bottom beam 2 is provided with a plurality of drainage outlets 5 along the side, and the two ends of the drainage groove 3 are respectively connected to the water outlets 4 and the drainage outlets 5. A plurality of support frames 6 are also laid on the slope surface, the support frames 6 are arch-shaped, the two ends of the support frames 6 are in contact with the bottom beam 2, the support frames 6 and the drainage grooves 3 are alternately distributed, and the support frames 6 are provided with a plurality of partition plates 7 extending upward along the top surface, and the top end of the partition plates 7 is in contact with the top beam 1. The top beam 1, the bottom beam 2 and the drainage groove 3 are all prefabricated concrete components.
[0015] The support frame 6 of this embodiment is a cast-in-place concrete component, and support legs 8 are provided along both ends of the support frame 6. A plurality of support seats 9 are provided along the inner side of the bottom beam 2, and steel bars 10 are preset on the support seats 9. The support legs 8 abut against the support seats 9, and the steel bars 10 are inserted into the support legs 8. The support frame 6 can be customized according to the slope environment, and the support frame 6 is connected to the support seat 9 of the bottom beam 2 by the support legs 8. The top beam 1, the bottom beam 2 and the drainage trough 3 can be surrounded by a skeleton structure, and the support frame 6 can increase the density of the skeleton structure. The support frame 6 can well restrain the slope soil, and the anti-landslide effect is more significant.
[0016] The support frame of this embodiment is provided with a plurality of first water filtering holes, and the partition is provided with a plurality of second water filtering holes. The support frame is laid between a pair of adjacent drainage grooves. When heavy rain occurs, rainwater in the slope soil flows downward after passing through the first water filtering holes and the second water filtering holes. The support frame and the partition still have a restraining effect on the soil, and the slope soil is not easy to slide down.
[0017] The cross section of the top beam of this embodiment is a horizontal "T"-shaped structure, the lower half of the top beam is pre-buried in the soil of the slope, and the water outlet is opened in the upper half of the top beam. The cross section of the bottom beam is a horizontal "L"-shaped structure, the lower half of the bottom beam is pre-buried in the soil of the slope, and the drainage outlet is opened in the upper half of the bottom beam. A part of the top beam and the bottom beam are pre-buried in the soil, and the upper half of the bottom beam is wrapped around the bottom end of the slope. The top beam and the bottom beam are fixed on the slope more firmly, and the skeleton structure surrounded by the top beam, the bottom beam and the drainage trough can fix the slope firmly.
[0018] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A highway roadbed slope anti-skid device, characterized in that: The invention comprises a top beam (1) pre-buried at the top of a slope, a bottom beam (2) pre-buried at the root of the slope, and a plurality of drainage grooves (3) laid on the slope surface; the top beam (1) is provided with a plurality of water outlets (4) along the side, the bottom beam (2) is provided with a plurality of drainage outlets (5) along the side, and the two ends of the drainage groove (3) are respectively connected to the water outlets (4) and the drainage outlets (5); a plurality of support frames (6) are also laid on the slope surface, the support frames (6) are arch-shaped, the two ends of the support frames (6) are in contact with the bottom beam (2), the support frames (6) and the drainage grooves (3) are alternately distributed, the support frames (6) are provided with a plurality of partition plates (7) extending upward along the top surface, and the top ends of the partition plates (7) are in contact with the top beam (1); the top beam (1), the bottom beam (2) and the drainage grooves (3) are all prefabricated concrete components.
2. The anti-skid device for roadbed slope according to claim 1, characterized in that: The support frame (6) is a cast-in-place concrete component, and the support frame (6) is provided with support feet (8) along both ends; the bottom beam (2) is provided with a plurality of support seats (9) along the inner side, and steel bars (10) are preset on the support seats (9), the support feet (8) are in contact with the support seats (9), and the steel bars (10) are inserted into the support feet (8).
3. The anti-skid device for roadbed slope according to claim 2, characterized in that: The support frame (6) is provided with a plurality of first water filtering holes (11), and the partition plate (7) is provided with a plurality of second water filtering holes (12).
4. The anti-skid device for roadbed slope according to claim 1, characterized in that: The cross section of the top beam (1) is a horizontal "T"-shaped structure, the lower half of the top beam (1) is pre-buried in the slope soil, and the water outlet (4) is provided in the upper half of the top beam (1); the cross section of the bottom beam (2) is a horizontal "L"-shaped structure, the lower half of the bottom beam (2) is pre-buried in the slope soil, and the drainage outlet (5) is provided in the upper half of the bottom beam (2).
Citation Information
Cited By
Highway subgrade anti-landslide device
CN223991359U