Slope protection lattice beam structure

By adopting mesh structure and anchor rod fixing in the slope protection lattice beam structure and combining the use of elastic fillers, the cracking problem of lattice beam caused by blockage of expansion joints is solved, and the stability and anti-slip capacity of the slope are improved.

CN223017651UActive Publication Date: 2025-06-24GUANGZHOU DESIGN INST
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Patent Information

Application Number
CN202421754416.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-24
Publication Date
2025-06-24
Estimated Expiration
2034-07-24

AI Technical Summary

Technical Problem

After a long period of time, the expansion joints are easily blocked, resulting in cracking of the lattice beam.

Method used

A slope protection grid beam structure is designed, using cross beams and longitudinal beams to form a mesh structure, and an anchor rod is installed at the intersection to fix it. Multiple deformation joints are provided on the beams and elastic fillers are filled with, such as asphalt shit, to allow the structure to expand freely and avoid clogging.

Benefits of technology

By forming a stable mesh structure and using elastic fillers, soil and stone accumulation are avoided, cracking of lattice beams is prevented, and the stability and anti-slip capability of the slope are improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a slope protection lattice beam structure which comprises a plurality of transverse beams, a plurality of longitudinal beams, anchor rods and elastic filling pieces, the transverse beams are arranged at intervals in the longitudinal direction, the longitudinal beams are arranged at intervals in the transverse direction, the transverse beams and the longitudinal beams are arranged in an intersecting mode, the anchor rods are arranged at the intersecting joints of the transverse beams and the longitudinal beams, and the elastic filling pieces are arranged on the anchor rods. The anchor rod is used for penetrating through a side slope so as to fix the cross beam and the longitudinal beam, a plurality of deformation joints are formed in the cross beam in the transverse direction at intervals, and the elastic filling pieces are stuffed into the deformation joints. According to the slope protection lattice beam structure, soil fixation can be conducted on the slope, the slope protection lattice beam structure has resistance and stability on stripping of the surface layer of the slope, landslide can be avoided, and the situation that the slope protection lattice beam structure cracks due to the fact that soil or stones are accumulated in the deformation joints and block the deformation joints can be avoided.
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Description

Technical Field

[0001] The utility model relates to the technical field of slope protection structures, in particular to a slope protection lattice beam structure. Background Art

[0002] A patent document with the publication number CN111926831A discloses a slope protection lattice beam structure, which includes lattice beams and anchor bolts. The lattice beams are in a grid shape, and anchor bolts for fixing the lattice beams are arranged at the intersection points of the grid-shaped lattice beams. Expansion joints are arranged between adjacent lattice beams.

[0003] Although expansion joints are arranged between the above-mentioned lattice beams, after a long period of time, soil and stones will accumulate in the expansion joints, which easily block the deformation joints and cause the lattice beams to crack. Summary of the Utility Model

[0004] The purpose of the utility model is to provide a slope protection lattice beam structure to avoid the cracking of the lattice beams.

[0005] To solve the above technical problems, the utility model provides the following technical solutions:

[0006] A slope protection lattice beam structure includes cross beams, longitudinal beams, anchor bolts and elastic fillers. A plurality of cross beams are arranged at intervals along the longitudinal direction, and a plurality of longitudinal beams are arranged at intervals along the transverse direction. The plurality of cross beams and the plurality of longitudinal beams intersect. Anchor bolts are arranged at the nodes where the cross beams and the longitudinal beams intersect. The anchor bolts are used to penetrate into the slope to fix the cross beams and the longitudinal beams. A plurality of deformation joints are arranged at intervals in the transverse direction of the cross beams, and the elastic fillers are inserted into the deformation joints.

[0007] Preferably, the elastic filler is asphalt hemp wadding.

[0008] Preferably, it further includes a coping beam, and the coping beam is connected between the upper ends of the plurality of cross beams.

[0009] Preferably, it further includes a foundation beam, and the foundation beam is connected between the lower ends of the plurality of cross beams.

[0010] Preferably, a plurality of lattice frames are formed between the plurality of cross beams and the plurality of longitudinal beams, and a slope protection layer is arranged in the lattice frames.

[0011] Preferably, the slope protection layer is a grass planting layer.

[0012] Preferably, the anchor bolts are deformed steel bars.

[0013] Preferably, the cross beams and the longitudinal beams are cast with C25 concrete.

[0014] Compared with the prior art, the slope protection lattice beam structure of the embodiment of the present utility model has the following beneficial effects:

[0015] In the present utility model, a plurality of the cross beams and a plurality of the longitudinal beams intersect and form a network structure, which is laid on the slope, so as to fix the soil on the slope, and has resistance and stability to the spalling of the surface layer of the slope, and landslides can be avoided. Then, the anchor rods are arranged at the intersections of the cross beams and the longitudinal beams and penetrate into the slope, so as to play a fixing role and fix the network structure on the slope. Then, a plurality of deformation joints are arranged at intervals in the transverse direction of the cross beams, and the elastic filling members are inserted into the deformation joints. The elastic filling members do not affect the free expansion and contraction of the slope protection lattice beam structure, and can also prevent soil bodies or stones from accumulating in the deformation joints and blocking the deformation joints, and finally causing the slope protection lattice beam structure to crack. Description of the Drawings

[0016] Figure 1 is the overall schematic diagram of the embodiment of the present utility model;

[0017] Figure 2 is Figure 1 the sectional view taken along A-A in

[0018] Figure 3 is Figure 1 the sectional view taken along B-B in

[0019] In the figure, 1, cross beam; 11, deformation joint; 2, longitudinal beam; 3, anchor rod; 4, coping beam; 5, foundation beam; 6, slope protection layer. Detailed Embodiments

[0020] The following combines the drawings and embodiments to further describe in detail the specific embodiments of the present utility model. The following embodiments are used to illustrate the present utility model, but are not used to limit the scope of the present utility model.

[0021] In the description of the present utility model, it should be understood that the term "including" used in the specification of the present utility model means the presence of the described features, integers, steps, operations, components and / or assemblies, but does not exclude the presence or addition of one or more other features, integers, steps, operations, components, assemblies and / or their groups. It should be understood that when we say that a component is "connected" to another component, it can be directly connected to other components, or there may also be intermediate components. The term "and / or" used here includes all or any unit and all combinations of one or more related listed items.

[0022] Such as Figures 1 to 3As shown in the figure, the utility model relates to a slope protection lattice beam structure, which includes cross beams 1, longitudinal beams 2, anchor rods 3 and elastic filling members. A plurality of cross beams 1 are arranged at intervals longitudinally, and a plurality of longitudinal beams 2 are arranged at intervals transversely. The plurality of cross beams 1 and the plurality of longitudinal beams 2 intersect. The anchor rod 3 is arranged at the intersection of the cross beam 1 and the longitudinal beam 2 and is used to penetrate into the slope to fix the cross beam 1 and the longitudinal beam 2. A plurality of deformation joints 11 are arranged at intervals transversely on the cross beam 1, and the elastic filling member is inserted into the deformation joint 11.

[0023] In the utility model, the plurality of cross beams 1 and the plurality of longitudinal beams 2 intersect and form a network structure, which is laid on the slope, so as to be able to solidify the soil on the slope, and has resistance and stability to the peeling of the surface layer of the slope, and landslides can be avoided. Then, the anchor rod 3 is arranged at the intersection of the cross beam 1 and the longitudinal beam 2 and penetrates into the slope, so as to achieve the fixing effect and stabilize the network structure on the slope. Then, a plurality of deformation joints 11 are arranged at intervals transversely on the cross beam 1, and the elastic filling member is inserted into the deformation joint 11. The elastic filling member does not affect the free expansion and contraction of the slope protection lattice beam structure, and can also prevent soil or stones from accumulating in the deformation joint 11 and blocking the deformation joint 11, and finally causing the slope protection lattice beam structure to crack.

[0024] In this embodiment, the elastic filling member is asphalt hemp wadding. The asphalt hemp wadding itself has strong deformation characteristics, so as not to affect the free expansion and contraction of the slope protection lattice beam structure. At the same time, due to the setting of the asphalt hemp wadding, it can avoid completely blocking the deformation joint 11, and the water in the slope protection lattice beam structure can flow out through the asphalt hemp wadding, so as to avoid local water accumulation and scouring in the slope protection lattice beam structure.

[0025] In this embodiment, the slope protection lattice beam structure further includes a coping beam 4. The coping beam 4 is connected between the upper ends of the plurality of cross beams 1, so as to enhance the stability of the slope protection lattice beam structure. At the same time, a plurality of the deformation joints 11 are also arranged at intervals transversely on the coping beam 4, and the asphalt hemp wadding is also inserted into the deformation joint 11.

[0026] In this embodiment, the slope protection lattice beam structure further includes a foundation beam 5. The foundation beam 5 is connected between the lower ends of the plurality of cross beams 1, so as to enhance the stability of the slope protection lattice beam structure. At the same time, a plurality of the deformation joints 11 are also arranged at intervals transversely on the foundation beam 5, and the asphalt hemp wadding is also inserted into the deformation joint 11.

[0027] In this embodiment, a plurality of lattice frames are formed between the plurality of cross beams 1 and the plurality of longitudinal beams 2, and a slope protection layer 6 is arranged in the lattice frames, so as to further improve the protection effect on the slope.

[0028] Specifically, the slope protection layer 6 is a grass planting layer to strengthen the protection of the slope.

[0029] In this embodiment, the anchor rod 3 is a deformed steel bar to have sufficient strength to ensure the stability of the slope lattice beam structure.

[0030] In this embodiment, the cross beam 1, longitudinal beam 2, coping beam 4 and foundation beam 5 are all cast with C25 concrete to ensure the stability of the slope lattice beam structure.

[0031] The above are only the preferred embodiments of the present invention. It should be noted that for those of ordinary skill in the art, without departing from the technical principle of the present invention, several improvements and replacements can still be made, and these improvements and replacements should also be regarded as the protection scope of the present invention.

Claims

1. A slope protection lattice beam structure, characterized in that: It includes a crossbeam, a longitudinal beam, an anchor rod and an elastic filling piece. The crossbeam is provided with a plurality of intervals along the longitudinal direction, and the longitudinal beam is provided with a plurality of intervals along the transverse direction. The plurality of crossbeams and the plurality of longitudinal beams are intersectingly arranged. The anchor rod is provided at the node where the crossbeam and the longitudinal beam intersect. The anchor rod is used to pass through the slope to fix the crossbeam and the longitudinal beam. The crossbeam is provided with a plurality of deformation joints at intervals in the transverse direction, and the elastic filling piece is inserted into the deformation joints.

2. The slope protection lattice beam structure according to claim 1, characterized in that: The elastic filling piece is asphalt hemp.

3. The slope protection lattice beam structure according to claim 1, characterized in that: It also includes a top pressure beam, and the upper ends of the plurality of cross beams are connected to each other with the top pressure beam.

4. The slope protection lattice beam structure according to claim 1, characterized in that: It also includes a basic beam, and the lower ends of the plurality of cross beams are connected to each other with the basic beam.

5. The slope protection lattice beam structure according to claim 1, characterized in that: A plurality of lattice frames are formed between the plurality of transverse beams and the plurality of longitudinal beams, and a slope protection layer is arranged in the lattice frames.

6. The slope protection lattice beam structure according to claim 5, characterized in that: The slope protection layer is a grass planting layer.

7. The slope protection lattice beam structure according to claim 1, characterized in that: The anchor rod is threaded steel bar.

8. The slope protection lattice beam structure according to claim 1, characterized in that: The cross beam and longitudinal beam are cast by C25 concrete.

Citation Information

Patent Citations

  • Prefabricated-type slope-protection lattice girder structure

    CN111926831A