A reinforced structure for a sloping ground

Abstract

The utility model discloses a mortar revetment reinforcing structure relates to civil engineering technical field, including the body, the body bottom sets up and pours the cushion layer, the inclined surface of body is provided with a plurality of mortar revetment stone, a plurality of mortar revetment stone horizontal vertical staggered setting and enclose a plurality of square slots, the square slot is sown with plant seed, and the plant that grows is used for reinforcing surface layer corrosion resistance, the body is set up a plurality of drill holes in vertical direction, and the anchor rod is formed to the concrete pouring in the drill hole, and the anchor rod is used for reinforcing the body. The mortar revetment stone of horizontal vertical staggered setting forms the grid square slot, both through the stone self -weight and enhance the slope anti -slip ability, and utilize square slot to contain planting soil and plant root system, form ecological reinforcement, significantly improve surface soil corrosion resistance, and the body vertical drill hole pours the anchor rod and passes through the body, and the frictional force of anchor rod and surrounding rock mass provides the initiative support force, effectively resists the shear deformation of slope body, especially suitable for high and steep slope or complex geological condition area.

Description

Technical Field

[0001] This utility model relates to the field of civil engineering technology, and in particular to a masonry slope protection and reinforcement structure. Background Technology

[0002] Mortar-grouted masonry is a masonry structure built by combining stones with a binding material, such as cement mortar or lime mortar. The stones maintain overall stability through the bonding force, friction, and their own weight, resulting in a structure that is both impermeable and durable. Mortar-grouted masonry is commonly used in roadbed engineering for retaining walls and slope protection in highway and river construction projects. Mortar-grouted masonry slope protection is aesthetically pleasing, and currently, it is often used for the entire slope.

[0003] The existing slope protection structure has insufficient overall reinforcement effect, and over time it is prone to collapse or cracks, thereby reducing the service life of the slope protection.

[0004] Therefore, there is an urgent need for a masonry slope protection and reinforcement structure to solve the problems existing in the above-mentioned technologies. Utility Model Content

[0005] The purpose of this utility model is to provide a masonry slope protection and reinforcement structure to solve the problems existing in the prior art.

[0006] To achieve the above objectives, this utility model provides the following solution: This utility model provides a masonry slope protection reinforcement structure, including a main body, a cast-in-place layer at the bottom of the main body, and several masonry blocks arranged horizontally and vertically to form several square grooves on the inclined surface of the main body. Plant seeds are sown in the square grooves, and the growing plants are used to reinforce the surface corrosion resistance. Several holes are drilled in the vertical direction of the main body, and concrete is poured into the holes to form anchor rods, which are used to reinforce the main body.

[0007] Optionally, the body includes a soil layer, an isolation layer, and a filling layer, with seeds sown in the soil layer and the isolation layer providing support for the soil layer.

[0008] Optionally, several reinforcing layers are provided transversely through the filling layer, and the anchor rod extends from the topmost filling layer to the bottom cast-in-place layer.

[0009] Optionally, a foundation pit is dug below the cast-in-place layer, and the foundation pit is filled with a crushed stone layer.

[0010] Optionally, the masonry blocks are embedded with a steel mesh.

[0011] Optionally, the body is provided with a drainage channel, and rainwater flows down the drainage channel and the inclined surface of the body to the bottom.

[0012] The present invention discloses the following technical effects: In this invention, the cast-in-place layer serves as a foundation support layer, evenly distributing the upper load and preventing structural damage caused by uneven settlement of the main body. At the same time, it provides a flat construction surface for the main body. The mortar-laid stone blocks arranged horizontally and vertically form a grid-like square trench, which enhances the slope's anti-slip ability through the self-weight of the stone blocks and uses the square trench to accommodate planting soil and plant roots, forming ecological reinforcement and beautification of the slope, significantly improving the erosion resistance of the surface soil. Vertical drilling and casting of concrete anchor rods penetrate the main body, providing active support through the friction between the anchor rods and the surrounding rock and soil, effectively resisting slope shear deformation, and is especially suitable for steep slopes or areas with complex geological conditions. Attached Figure Description

[0013] The accompanying drawings, which form part of this application, are used to provide a further understanding of this application. The illustrative embodiments and descriptions of this application are used to explain this application and do not constitute an undue limitation of this application. In the drawings:

[0014] Figure 1 This is a schematic diagram of the structure of this utility model;

[0015] Figure 2 This is a cross-sectional view of the main body of this utility model;

[0016] Figure 3 This is a cross-sectional view of the masonry strip stone of this utility model;

[0017] In the diagram: 1. Main body; 2. Cast-in-place foundation; 3. Mortar-grouted stone blocks; 4. Square trench; 5. Drainage trench; 6. Soil layer; 7. Isolation layer; 8. Crushed stone foundation; 9. Filling layer; 10. Reinforcing layer; 11. Anchor bolt; 12. Steel mesh. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0020] Reference Figures 1 to 3As shown, this embodiment provides a masonry slope protection reinforcement structure, including a main body 1, a cast-in-place layer 2 at the bottom of the main body 1, and several masonry blocks 3 on the inclined surface of the main body 1. The masonry blocks 3 are arranged horizontally and vertically to form several square grooves 4. Plant seeds are sown in the square grooves 4, and the growing plants are used to reinforce the surface corrosion resistance. Several holes are drilled in the vertical direction of the main body 1, and concrete is poured into the holes to form anchor rods 11. The anchor rods 11 are used to reinforce the main body 1.

[0021] In this invention, the cast-in-place layer 2 serves as the foundation support layer, evenly distributing the upper load and preventing structural damage to the main body 1 due to uneven settlement. It also provides a flat construction surface for the main body 1. The mortar-grouted stone blocks 3 arranged in a crisscross pattern form a grid-like square trench 4, which enhances the slope's anti-slip ability through the self-weight of the stone blocks and accommodates planting soil and plant roots, forming an ecological reinforcement and beautification slope protection, significantly improving the surface soil's erosion resistance. Concrete anchor rods 11 are vertically drilled and cast through the main body 1, providing active support through the friction between the anchor rods 11 and the surrounding rock and soil, effectively resisting slope shear deformation. This invention is particularly suitable for steep slopes or areas with complex geological conditions.

[0022] Further refining the design, the main body 1 comprises a soil layer 6, an isolation layer 7, and a filling layer 9. Seeds are sown within the soil layer 6, and the isolation layer 7 provides support for the soil layer 6. The soil layer 6 serves as the plant growth substrate, the isolation layer 7 prevents soil loss while allowing water penetration, and the filling layer 9 provides overall structural rigidity. This three-layer composite structure achieves a gradient optimization of ecological function, isolation and protection, and structural load-bearing capacity, ensuring plant survival rates while preventing the soil layer 6 from failing due to direct erosion by rainwater.

[0023] Further refining the scheme, several reinforcing layers 10 are horizontally installed within the filling layer 9, and anchor bolts 11 extend from the top filling layer 9 all the way to the bottom cast-in-place layer 2. Geogrids are installed within the filling layer 9 for reinforcement, forming a three-dimensional reinforcement network with the longitudinal anchor bolts 11. The horizontal reinforcing layers 10 can disperse stress concentration and reduce the risk of cracking in the filling layer 9, while the longitudinal anchor bolts 11 penetrate the multi-layer structure, achieving full-depth anchoring from top to bottom, especially enhancing the overturning resistance of the top area.

[0024] Further refining the plan, a foundation pit is excavated below the cast-in-place layer 2, and the pit is filled with a crushed stone cushion layer 8. The crushed stone cushion layer 8 in the foundation pit improves the bearing capacity of the foundation through particle interlocking, while the gaps between the crushed stones form drainage channels, reducing pore water pressure and minimizing settlement caused by frost heave or wet subsidence. Together with the cast-in-place layer 2, it forms a rigid and flexible composite foundation that adapts to deformation coordination under different geological conditions.

[0025] Further refining the design, steel mesh 12 is embedded within the masonry blocks 3. The steel mesh 12 embedded within the masonry blocks 3 forms a reinforced concrete composite structure, significantly improving the tensile and shear strength of the blocks. The steel mesh 12 can restrain the development of cracks in the blocks, preventing the expansion of local damage, and maintaining structural integrity, especially under dynamic loads such as earthquakes or freeze-thaw cycles, thus extending the service life of the slope protection.

[0026] Further refining the design, a drainage ditch 5 is installed on the main body 1, allowing rainwater to flow down to the bottom along the drainage ditch 5 and the slope of the main body 1. The drainage ditch 5 effectively drains rainwater, preventing excessive rainwater from eroding the main body 1 and extending the service life of the slope protection.

[0027] In the description of this utility model, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0028] The embodiments described above are merely preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model. Various modifications and improvements made to the technical solutions of the present utility model by those skilled in the art without departing from the spirit of the present utility model should fall within the protection scope defined by the claims of the present utility model.

Claims

1. A masonry slope protection and reinforcement structure, characterized in that: The system includes a main body (1), a cast-in-place layer (2) at the bottom of the main body (1), and several masonry blocks (3) on the inclined surface of the main body (1). The masonry blocks (3) are arranged horizontally and vertically to form several square grooves (4). Plant seeds are sown in the square grooves (4), and the plants that grow are used to strengthen the surface corrosion resistance. Several holes are drilled in the vertical direction of the main body (1), and concrete is poured into the holes to form anchor rods (11). The anchor rods (11) are used to reinforce the main body (1).

2. The masonry slope protection reinforcement structure according to claim 1, characterized in that: The body (1) includes a soil layer (6), an isolation layer (7) and a filling layer (9), with seeds sown in the soil layer (6) and the isolation layer (7) used to provide support for the soil layer (6).

3. The masonry slope protection reinforcement structure according to claim 2, characterized in that: Several reinforcing layers (10) are horizontally inserted into the filling layer (9), and the anchor rod (11) extends from the top filling layer (9) all the way to the bottom cast-in-place layer (2).

4. The masonry slope protection reinforcement structure according to claim 1, characterized in that: A foundation pit is dug below the cast-in-place layer (2), and the foundation pit is filled with a crushed stone layer (8).

5. The masonry slope protection reinforcement structure according to claim 1, characterized in that: The masonry stone (3) is embedded with a steel mesh (12).

6. The masonry slope protection reinforcement structure according to claim 1, characterized in that: The main body (1) is provided with a drainage channel (5), and rainwater flows down the slope of the main body (1) to the bottom along the drainage channel (5) and the slope of the main body (1).

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