Slope protection structure for water and soil conservation

Abstract

The utility model relates to the technical field of slope protection, and discloses a slope protection structure for water and soil conservation, the slope protection structure comprises a top channel and a slope channel, a plurality of bottom channels are arranged between the top channel and the slope channel, slope protection structures are arranged on the two sides of each bottom channel, and each slope protection structure comprises a plurality of mutually spliced slope protection bricks; the slope protection brick comprises a brick body with a plurality of lightening holes, and a runner is arranged on the outer side of the brick body. Through cooperation of the top channel, the slope channel, the bottom channel and the flow channels in the slope protection bricks, water flow on a slope body is effectively collected and dredged, scouring and erosion of rainwater to the slope body are reduced, the slope protection bricks are designed in a weight reducing and splicing mode, the pressure to the slope body is reduced, the construction efficiency and the structural stability are improved, the good drainage effect is achieved, the pressure to the slope body is small, and the slope protection effect is good. The slope protection structure is convenient to construct, high in stability, low in maintenance cost and suitable for slope protection in various civil engineering and mountain development projects.

Description

Technical Field

[0001] This application relates to the field of slope protection technology, and in particular to a slope protection structure for soil and water conservation. Background Technology

[0002] Soil erosion on slopes remains a significant challenge in various civil engineering, road construction, and mountain development projects. Currently, most mainstream slope protection methods and structures employ traditional techniques, the most common being simple concrete pouring or laying of a single slope protection material. While these methods offer some protection, they also have significant drawbacks.

[0003] Specifically, traditional concrete-cast slope protection structures often neglect the importance of drainage systems and lack effective drainage measures. In areas with high rainfall or abundant groundwater, water is difficult to drain quickly, leading to moisture accumulation within the slope and increasing internal pressure, which can easily trigger landslides and other geological disasters. Furthermore, slope protection structures made of a single material, such as stones or bricks, while possessing a certain degree of stability, also lack comprehensive drainage design and are often quite heavy, placing high demands on the slope's load-bearing capacity. When used on slopes with loose soil or weak bearing capacity, these structures may exacerbate slope instability due to their own weight, thus increasing safety risks. Utility Model Content

[0004] To address the problems of traditional slope protection structures lacking effective drainage, increasing internal pressure, easily triggering landslides, and increasing safety risks, this application provides a slope protection structure for soil and water conservation.

[0005] The slope protection structure for soil and water conservation provided in this application adopts the following technical solution:

[0006] A slope protection structure for soil and water conservation includes a top channel and a slope channel, with several bottom channels provided between the top channel and the slope channel. Slope protection structures are provided on both sides of the bottom channels, and the slope protection structures include several interlocking slope protection bricks.

[0007] The slope protection brick includes a brick body with several weight-reducing holes, a flow channel is provided on the outer side of the brick body, and several locking blocks and slots are provided on the outer side of the brick body, with the locking blocks and slots engaging with each other.

[0008] Preferably, the top channel includes a diversion channel connected to a drainage channel along the slope, and a water-blocking plate is provided on the side of the diversion channel closest to the slope channel.

[0009] Preferably, the slope channel includes a second diversion channel that is connected to a drainage channel along the slope, and a second water-blocking plate is provided on the side of the second diversion channel away from the top channel.

[0010] Preferably, the bottom channel includes a diversion channel three connected to a drainage channel set along the slope, and a water-blocking plate three is provided on the side of the diversion channel three near the slope channel.

[0011] Preferably, each of the three diversion channels has several locking protrusions that cooperate with the slots on the side near the brick, and each of the three diversion channels also has several locking grooves that cooperate with the locking blocks.

[0012] Preferably, the first diversion channel, the second diversion channel, and the third diversion channel are all connected to the flow channel.

[0013] In summary, this application includes the following beneficial technical effects:

[0014] A complete drainage and protection system is formed by the coordination of the top channel, slope channel, bottom channel, and flow channels on the slope protection bricks. Through the coordinated work of each part from the top channel at the top of the slope to the slope protection bricks on the slope surface and then to the bottom channel at the bottom of the slope, the water flow on the slope is effectively collected and diverted, reducing the scouring and erosion of the slope by rainwater. At the same time, the weight-reducing design and splicing method of the slope protection bricks reduce the pressure on the slope and improve construction efficiency and structural stability. Compared with the existing technology, it has the effects of good drainage effect, low pressure on the slope, convenient construction, high stability and low maintenance cost. Attached Figure Description

[0015] Figure 1 This is a three-dimensional structural diagram of an embodiment of the application;

[0016] Figure 2 This is a top view of the top channel structure in the application embodiment;

[0017] Figure 3 This is a top view of the slope channel in the embodiment of the application;

[0018] Figure 4 This is a top view of the bottom channel in the embodiment of the application;

[0019] Figure 5 This is a three-dimensional structural diagram of the slope protection bricks in the application embodiment.

[0020] Explanation of reference numerals in the attached drawings: 1. Top channel; 101. Diversion channel one; 102. Water-retaining plate one; 2. Slope channel; 201. Diversion channel two; 202. Water-retaining plate two; 3. Bottom channel; 301. Diversion channel three; 302. Water-retaining plate three; 4. Slope protection brick; 401. Brick body; 402. Locking block; 403. Locking groove; 5. Locking protrusion; 6. Locking groove; 7. Flow channel. Detailed Implementation

[0021] The following is in conjunction with the appendix Figure 1-5 This application will be described in further detail.

[0022] This application discloses a slope protection structure for soil and water conservation. (Refer to...) Figure 1-4 A slope protection structure for soil and water conservation includes a top channel 1 and a slope channel 2. Several bottom channels 3 are installed between the top channel 1 and the slope channel 2. Slope protection structures are installed on both sides of the bottom channels 3. The slope protection structure includes several interlocking slope protection bricks 4.

[0023] Reference Figure 5 The slope protection brick 4 includes a brick body 401 with several weight-reducing holes. The outer side of the brick body 401 has flow channels 7, and the outer side of the brick body 401 has several locking blocks 402 and locking grooves 403, with the locking blocks 402 and locking grooves 403 engaging in a locking fit. By creating weight-reducing holes, the overall weight of the slope protection brick 4 is effectively reduced, lowering the pressure on the slope and making it suitable for slopes with more diverse geological conditions. Plants can also be planted through the weight-reducing holes, enhancing ecological protection. The locking fit between the locking blocks 402 and locking grooves 403 facilitates the splicing of the slope protection bricks 4, improves construction efficiency, and makes the entire slope protection structure more stable.

[0024] Reference Figure 1-2 The top channel 1 includes a diversion channel 101 connected to a drainage channel installed along the slope. A water-retaining plate 102 is installed on the side of the diversion channel 101 near the slope channel 2. The diversion channel 101 can effectively collect rainwater and surface water from the top of the slope and direct it into the drainage channel installed along the slope, preventing water from directly eroding the slope surface. The water-retaining plate 102 can prevent water from flowing back to the slope surface, further protecting the slope soil.

[0025] Reference Figure 1 and Figure 3 The slope channel 2 includes a diversion channel 201 connected to a drainage channel installed along the slope. A water-blocking plate 202 is installed on the side of the diversion channel 201 away from the top channel 1. The diversion channel 201 can collect water flow in the middle of the slope and discharge the water through the connection with the drainage channel. The water-blocking plate 202 plays a similar water-blocking role, ensuring that the water flow is discharged along a predetermined path.

[0026] Reference Figure 1 and Figure 4 The bottom channel 3 includes a diversion channel 301 connected to a drainage channel installed along the slope. A water-blocking plate 302 is installed on the side of the diversion channel 301 near the slope channel 2. The diversion channel 301 mainly collects water flow near the bottom of the slope to prevent water accumulation at the bottom of the slope and ensure the stability of the bottom of the slope. The water-blocking plate 302 helps to control the direction of water flow.

[0027] Reference Figure 1 and Figure 2On the side of diversion channels 101, 201, and 301 near the brick 401, there are several engaging protrusions 5 that mate with slots 403. Diversion channels 101, 201, and 301 also have several engaging grooves 6 that mate with blocks 402. This design allows the slope protection bricks 4 to be tightly connected to the top channel 1, slope channel 2, and bottom channel 3, forming a complete slope protection system and enhancing the stability and integrity of the entire structure. Bolt holes are provided on the slots 403, blocks 402, engaging protrusions 5, and engaging grooves 6, allowing them to be fixed to the slope surface using anchor rods or anchors.

[0028] Diversion channels 101, 201, and 301 are all connected to channel 7. When it rains, rainwater can flow into the corresponding diversion channels through channel 7, further improving drainage efficiency, allowing water accumulated on the slope surface to be quickly drained, reducing rainwater erosion and infiltration on the slope, and effectively conserving soil and water on the slope.

[0029] The implementation principle of a slope protection structure for soil and water conservation in this application embodiment is as follows:

[0030] Before construction, the top channel 1, slope channel 2, and bottom channel 3 are planned and designed based on parameters such as the topography, slope, and length of the slope. The dimensions, slopes, and connection points with the slope-side drainage channels 101, 201, and 301 are determined to ensure smooth drainage. Simultaneously, slope protection bricks 4 are manufactured according to design requirements. The weight-reducing holes in the bricks 401 must be evenly distributed to ensure their strength and stability. The dimensions and shapes of the locking blocks 402 and slots 403 must be precisely machined for easy assembly. The locking protrusions 5 and locking grooves 6 must match the locking blocks 402 and slots 403 of the slope protection bricks 4.

[0031] During construction, a diversion channel 101 is first excavated and laid at the top of the slope, and a water-retaining plate 102 is installed. A locking protrusion 5 and a locking groove 6 are pre-reserved on one side to connect with the slope protection bricks 4. Then, slope protection bricks 4 are laid sequentially along the slope. The locking block 402 of each slope protection brick 4 is inserted into the locking groove 403 of the next brick, and the locking groove 403 on the brick engages with the locking protrusion 5 on the laid channel. The locking block 402 and the locking groove 6 cooperate to ensure that each slope protection brick 4 is securely installed. While laying the slope protection bricks 4, care must be taken to ensure that the flow channel 7 remains open to the channel.

[0032] Next, dig and lay diversion channel 201 and diversion channel 301 at a suitable location on the slope, install water retaining plate 202 and water retaining plate 302, and reserve the components for connection with the slope protection brick 4, and connect it with the laid slope protection brick 4 and other channels to form a complete drainage and protection system.

[0033] During daily use, it is necessary to regularly check whether there is any blockage in each channel and whether the slope protection bricks 4 are loose or damaged. If blockage is found in the channel, remove the debris in time to ensure smooth drainage; if the slope protection bricks 4 are loose or damaged, replace or repair them in time to ensure the normal operation and protective effect of the slope protection structure.

[0034] Finally, the following points should be noted: First, in the description of this application, it should be noted that, unless otherwise specified and limited, the terms "installation", "connection", and "linkage" should be interpreted broadly, and can be mechanical or electrical connections, or internal connections between two components, or direct connections. "Up", "down", "left", "right", etc. are only used to indicate relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may change.

[0035] Secondly: The accompanying drawings of the embodiments disclosed in this utility model only involve the structures involved in the embodiments disclosed in this utility model. Other structures can refer to the general design. In the absence of conflict, the same embodiment and different embodiments of this utility model can be combined with each other.

[0036] Finally: The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

[0037] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A slope protection structure for soil and water conservation, characterized in that: It includes top channel (1) and slope channel (2), it is provided with several bottom channels (3) between top channel (1) and slope channel (2), both sides of bottom channel (3) are provided with slope protection structure, and slope protection structure includes several mutually spliced slope protection bricks (4); The slope protection brick (4) includes a brick body (401) with a plurality of weight reduction holes, a flow channel (7) is provided on the outer side of the brick body (401), a plurality of clamping blocks (402) and clamping grooves (403) are provided on the outer side of the brick body (401), and the clamping blocks (402) and the clamping grooves (403) are connected.

2. The slope protection structure for water and soil conservation according to claim 1, wherein: The top channel (1) includes a guide channel (101) connected to the drainage channel along the slope, and a water baffle (102) is arranged on one side of the guide channel (101) close to the slope channel (2).

3. The slope protection structure for water and soil conservation according to claim 2, characterized in that: The slope channel (2) includes a guide channel (201) connected to the drainage channel along the slope, and a water baffle (202) is arranged on one side of the guide channel (201) away from the top channel (1).

4. The slope protection structure for water and soil conservation according to claim 3, wherein: The bottom channel (3) includes a guide channel (301) connected to the drainage channel along the slope, and a water baffle (302) is arranged on one side of the guide channel (301) close to the slope channel (2).

5. The slope protection structure for water and soil conservation according to claim 4, wherein: The guide channel (101), the guide channel (201) and the guide channel (301) are provided with a plurality of clamping blocks (5) matched with the clamping grooves (403) on one side close to the brick body (401), and the guide channel (101), the guide channel (201) and the guide channel (301) are also provided with a plurality of clamping grooves (6) matched with the clamping blocks (402).

6. The slope protection structure for water and soil conservation according to claim 5, wherein: The guide channel (101), the guide channel (201) and the guide channel (301) are communicated with the flow channel (7).

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