Reinforced fill slope structure

Abstract

The utility model relates to the field of fill slope structures, and discloses a reinforced fill slope structure which comprises a base mechanism, a protection mechanism is fixedly arranged at the upper end of the base mechanism, and a plurality of fill mechanisms are fixedly arranged in the protection mechanism. According to the structure for reinforcing the fill slope, the protection mechanism is designed, and the protection mechanism can tightly fix the fill in the protection slope together through the arranged protection frame, so that unstable phenomena such as soil landslide can be effectively resisted, and the stability and the safety of the slope are enhanced; meanwhile, the aesthetics and the ecology are improved, the blocking net layer can effectively slow down the surface runoff speed and intercept silt, so that the effect of keeping water and soil is achieved, the structure can prevent rainwater from directly washing the soil, water and soil loss is reduced, the reinforcing layer is arranged, the reinforcing layer is made of reinforcing steel bars, broken stones and concrete, and the structure is simple and convenient. Therefore, the overall strength of the fill slope is effectively improved.

Description

Technical Field

[0001] The utility model relates to the field of filled slope structures, in particular to a reinforced filled slope structure. Background Technique

[0002] A filled slope refers to the slope of the soil around the filled area with a free surface on all sides. The slope of the filled slope is calculated based on the height and width of the fill, which directly affects the stability and safety of the fill. A reinforced filled slope structure is a technology used to enhance the stability of the filled slope, aiming to improve the anti-overturning and anti-sliding stability of the slope and enhance the overall stability of the filled slope.

[0003] Most of the existing reinforced filled slope structures adopt measures such as concrete pouring, anchoring treatment, and filling. Through these methods, the cost is relatively high and the construction is more troublesome. Therefore, those skilled in the art have provided a reinforced filled slope structure to solve the problems raised in the above background technique. Content of the Utility Model

[0004] The purpose of the utility model is to solve the deficiencies existing in the prior art, and a reinforced filled slope structure is proposed. This structure effectively improves the overall strength of the filled slope and also improves the drainage performance of the filled slope.

[0005] To achieve the above purpose, the utility model provides the following technical solutions:

[0006] A reinforced filled slope structure includes a base mechanism. A protection mechanism is fixedly arranged at the upper end of the base mechanism, and a plurality of filling mechanisms are fixedly arranged inside the protection mechanism;

[0007] The base mechanism includes a base main body. A first drainage groove is fixedly arranged on one side of the lower end of the base main body, and drainage holes are opened on both sides of the first drainage groove. The protection mechanism includes a protection frame, a net layer, and a strengthening layer. A plurality of second drainage grooves are fixedly arranged on the front of the protection frame. The plurality of filling mechanisms include a first filling layer, and a second filling layer is fixedly arranged at the upper end of the plurality of first filling layers.

[0008] Further, the base main body is made of reinforced concrete by casting.

[0009] Further, the protection frame is made of steel, and the net layer is made of plastic.

[0010] Further, the strengthening layer is made of gravel and steel bars.

[0011] Further, a third filling layer is fixedly arranged at the upper end of the plurality of second filling layers, and a fourth filling layer is fixedly arranged at the upper end of the plurality of third filling layers.

[0012] Furthermore, the first backfill layer is made of soil, and the second backfill layer is made of steel.

[0013] Furthermore, the third backfill layer is made of sediment.

[0014] Furthermore, the fourth backfill layer is made of asphalt concrete.

[0015] The utility model has the following beneficial effects:

[0016] 1. A reinforced fill slope structure proposed by the utility model. Through the design of the protection mechanism, the protection mechanism can tightly fix the fill in the slope protection together through the arranged protection frame, so as to effectively resist unstable phenomena such as soil landslides, enhance the stability and safety of the slope, and improve its aesthetics and ecology at the same time. Through the arranged net layer, the surface runoff speed can be effectively slowed down and sediment can be intercepted, so as to play a role in soil and water conservation. This structure can prevent rainwater from directly scouring the soil and reduce soil erosion. Through the arranged strengthening layer, which is made of steel bars, gravel and concrete, the overall strength of the fill slope is effectively improved.

[0017] 2. A reinforced fill slope structure proposed by the utility model. Through the design of the first drainage groove and drainage holes in the base mechanism, and the design of the second drainage groove in the protection mechanism, when the structure is in use, the rainwater on the fill slope will flow into the first drainage groove from the second drainage groove, and then be discharged from the drainage holes, so as to effectively increase the drainage performance of the fill slope and prevent rainwater from entering the slope and damaging the slope. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 is the axonometric schematic diagram of the utility model;

[0019] Figure 2 is the front view schematic diagram of the utility model;

[0020] Figure 3 is the front sectional view schematic diagram of the utility model;

[0021] Figure 4 is the enlarged view of part A of the utility model.

[0022] Legend:

[0023] 1. Base mechanism; 2. Protection mechanism; 3. Fill mechanism; 101. Base main body; 102. First drainage groove; 103. Drainage holes; 201. Protection frame; 202. Strengthening layer; 203. Net layer; 204. Second drainage groove; 301. First backfill layer; 302. Second backfill layer; 303. Third backfill layer; 304. Fourth backfill layer. Detailed implementation manners

[0024] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0025] Referring to Figures 1-4 , an embodiment provided by the present utility model: a reinforced fill slope structure, including a base mechanism 1, a protection mechanism 2 is fixedly arranged at the upper end of the base mechanism 1, and a plurality of fill mechanisms 3 are fixedly arranged inside the protection mechanism 2.

[0026] Specifically, the provided base mechanism 1 can effectively disperse and bear the upper weight, strengthening the overall stability of the fill slope. The provided protection mechanism 2 effectively protects the slope stability, protects the ecological environment, protects traffic facilities, maintains the ecological balance, and reduces the project cost. The provided fill mechanism 3 effectively prevents soil erosion, resists slope sliding, and protects the soil body stability.

[0027] Referring to Figure 1 , Figure 4 , the base mechanism 1 includes a base main body 101, a first drainage groove 102 is fixedly arranged on one side of the lower end of the base main body 1, drainage holes 103 are opened on both sides of the first drainage groove 102, the protection mechanism 2 includes a protection frame 201, a net layer 203 and a strengthening layer 202, a plurality of second drainage grooves 204 are fixedly arranged on the front of the protection frame 201, a plurality of fill mechanisms 3 include a first fill layer 301, a second fill layer 302 is fixedly arranged at the upper end of the plurality of first fill layers 301, a third fill layer 303 is fixedly arranged at the upper end of the plurality of second fill layers 302, and a fourth fill layer 304 is fixedly arranged at the upper end of the plurality of third fill layers 303.

[0028] Specifically, the base mechanism 1 through the design of the base main body 101, and through the combined use of the provided first drainage groove 102 and drainage holes 103, thus effectively increasing the drainage performance of the fill slope. The protection mechanism 2 through the design of the protection frame 201 thus effectively improves the overall stability. Through the designs of the net layer 203 and the strengthening layer 202, thus effectively improving the overall strength of the fill slope, thereby effectively avoiding the occurrence of fill collapse. The fill mechanism through the designs of the first fill layer 301, the second fill layer 302, the third fill layer 303 and the fourth fill layer 304, prevents soil erosion, resists slope sliding, protects the soil body stability, and can effectively avoid the occurrence of fill collapse.

[0029] Reference Figure 1 , Figure 4 , the base body 101 is made by casting steel bars and concrete, made of green plants, the protective frame 201 is made of steel, the net layer 203 is made of plastic, the reinforcement layer 202 is made of gravel and steel bars, the first backfill layer 301 is made of soil, the second backfill layer 302 is made of steel bars, the third backfill layer 303 is made of sediment, and the fourth backfill layer 304 is made of asphalt concrete.

[0030] Specifically, the base body 101 is made by using steel bars as the skeleton and then casting with concrete, effectively improving the overall strength and stability of the base body 101. The protective frame 201 is made of steel, tightly fixing the fill soil in the slope protection together, so as to effectively resist unstable phenomena such as soil landslides, enhance the stability and safety of the slope, and at the same time improve its aesthetics and ecology. The net layer 203 is made of plastic, and green plants can be planted inside the net layer 203. By adopting the way of planting green plants, the roots of the green plants can firmly fix the soil and prevent it from being washed away, thus effectively preventing soil erosion. This greening measure not only beautifies the landscape, but also releases water vapor through the transpiration of plants, reduces the temperature of the surrounding environment, slows down the urban heat island effect, and provides a more comfortable living environment for people. It can effectively slow down the surface runoff speed, intercept sediment, and thus play a role in soil and water conservation. This structure can prevent rainwater from directly scouring the soil and reduce soil erosion, which is of great significance for maintaining the stability of the slope. And green plants can also be planted inside the net layer 203. The reinforcement layer 202 is made of gravel and steel bars, thus effectively improving the overall strength of the filled slope. The second backfill layer 302 is provided with steel bars, and the steel bars are woven into a grid, thus effectively improving the overall strength of the backfill, and further improving the overall strength of the filled slope. The third backfill layer 303 is filled with sediment inside, so as to realize the reinforcement of the backfill. The fourth backfill layer 304 is made of asphalt concrete, thus providing better surface flatness and anti-skid performance for the backfill.

[0031] Working principle: When in use, this structure works in conjunction with the first drainage groove 102, drainage holes 103, and the second drainage groove 205. Rainwater will flow into the interior of the first drainage groove 102 from the second drainage groove 205 and then drain out through the drainage holes 103, thus effectively improving the drainage performance of this filled slope. Through the provided protective frame 201, which is made of steel, the fill in the slope protection is tightly fixed together, thus being able to effectively resist unstable phenomena such as soil landslides, enhancing the stability and safety of the slope, and at the same time improving its aesthetics and ecological nature. The netting layer 203 is made of plastic material and can effectively slow down the surface runoff speed and intercept sediment, thus playing a role in soil and water conservation. This structure can prevent rainwater from directly scouring the soil, reduce soil erosion. The strengthening layer 202 is made of gravel and steel bars, and the steel bars are woven into a grid, thus effectively enhancing the overall strength of the filled slope.

[0032] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not used to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A reinforced fill slope structure, comprising a base mechanism (1), characterized in that: A protection mechanism (2) is fixedly arranged at the upper end of the base mechanism (1), and a plurality of filling mechanisms (3) are fixedly arranged inside the protection mechanism (2); The base mechanism (1) includes a base main body (101). One side of the lower end of the base main body (101) is fixedly provided with a first drainage groove (102), and drainage holes (103) are formed on both sides of the first drainage groove (102). The protection mechanism (2) includes a protection frame (201), a netting layer (203) and a strengthening layer (202). A plurality of second drainage grooves (204) are fixedly arranged on the front surface of the protection frame (201). The plurality of filling mechanisms (3) include a first filling layer (301), and a second filling layer (302) is fixedly arranged at the upper end of the plurality of first filling layers (301).

2. The reinforced fill slope structure according to claim 1, characterized in that: The base main body (101) is made of reinforced concrete by casting.

3. The reinforced fill slope structure according to claim 1, characterized in that: The protection frame (201) is made of steel, and the netting layer (203) is made of plastic.

4. A reinforced fill slope structure according to claim 1, characterized in that: The strengthening layer (202) is made of gravel and steel bars.

5. A reinforced fill slope structure according to claim 1, characterized in that: A third filling layer (303) is fixedly arranged at the upper end of the plurality of second filling layers (302), and a fourth filling layer (304) is fixedly arranged at the upper end of the plurality of third filling layers (303).

6. The reinforced fill slope structure according to claim 1, characterized in that: The first filling layer (301) is made of soil, and the second filling layer (302) is made of steel bars.

7. A reinforced fill slope structure according to claim 5, characterized in that: The third filling layer (303) is made of sediment.

8. A reinforced fill slope structure according to claim 5, characterized in that: The fourth filling layer (304) is made of asphalt concrete.

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