Geotechnical engineering water seepage prevention structure

Abstract

The utility model relates to the technical field of waterproof engineering, and provides a geotechnical engineering water seepage prevention structure which comprises a geotechnical slope and a water seepage prevention body. An anti-seepage main body is arranged on one side of the rock-soil slope, mounting bases are arranged on the two sides of the anti-seepage main body, and bolts penetrate through the interiors of the mounting bases. According to the utility model, the flow guide structure is arranged, so that rainwater impacts the baffle plate when flowing in the chute, and then the rotating shafts are driven to rotate integrally, so that the flowing speed of the rainwater is reduced and the passing frequency of impurities carried in the rainwater is reduced through the arrangement of the plurality of groups of rotating shafts; and in the rotating process of a rotating shaft, a transmission belt is driven to rotate, so that a cleaning plate automatically cleans the bottom of a chute, and the purposes of conveniently guiding rainwater to prevent water seepage and preventing blockage are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of waterproof engineering, in particular to a geotechnical engineering water seepage prevention structure. Background Art

[0002] With the development of the times, the application of geotechnical engineering is becoming more and more extensive. In the face of rainy weather and extreme conditions, water infiltrates into the geotechnical engineering, which may affect its strength and service life, and it is necessary to use anti-seepage structures to protect it.

[0003] To this end, the patent with publication number: CN208105294U discloses a geotechnical engineering slope anti-seepage structure, including a land body, a slope body on the left side of the upper end of the land body, hidden piles inserted inside the slope body, a crushed stone layer paved on the upper right end of the slope body, a concrete layer cast on the upper end of the crushed stone layer, an iron mesh layer paved in the middle of the concrete layer, a water collecting trough on the upper surface of the concrete layer, a drainage trough between the water collecting troughs, a first geoform layer on the side wall of the water collecting trough, a retaining wall inserted at the right end of the slope body of the land body, a water outlet pipe inserted in the middle of the retaining wall, and an anti-seepage layer provided in the lower part of the inner cavity of the retaining wall. The geotechnical engineering slope anti-seepage structure can quickly remove moisture from the upper surface of the concrete layer by providing a structure with a water collecting trough and a drainage trough; and can effectively protect the slope body by providing a structure with an anti-seepage layer.

[0004] The anti-seepage structure mentioned above guides water through multiple drainage grooves and is provided with an anti-seepage layer to further enhance the anti-seepage effect. However, rainwater may carry impurities such as branches and leaves during flushing, which may cause blockage in the water outlet pipe and affect the anti-seepage effect. Utility Model Content

[0005] The utility model aims to provide a geotechnical engineering water-proof structure, which is used to solve the defect that the existing water-proof structure is difficult to prevent clogging during the water-proof process.

[0006] In order to solve the above technical problems, the utility model provides the following technical solutions: a geotechnical engineering water seepage prevention structure, comprising a geotechnical slope and a water seepage prevention body;

[0007] A water-proof body is provided on one side of the rock and soil slope, and mounting seats are provided on both sides of the water-proof body, and bolts are passed through the interior of the mounting seats;

[0008] A groove is provided on one side of the water-proof body at the top of the rock and soil slope, and an anti-blocking structure is provided inside the rock and soil slope at the bottom of the groove;

[0009] A diversion groove is opened on one side of the rock and soil slope, and a diversion structure is evenly opened on the top of the anti-seepage body. The diversion structure includes an inclined groove, a rotating shaft, a baffle, a transmission belt and a cleaning plate. The inclined groove is evenly opened at the top of the anti-seepage body, and a rotating shaft is evenly arranged inside the inclined groove. Baffles are evenly arranged on the outer wall of the rotating shaft, transmission belts are arranged on both sides of the baffle on the outer wall of the rotating shaft, and a cleaning plate is arranged on one side of the transmission belt.

[0010] Preferably, the bottom ends of the bolts extend into the interior of the rock and soil slope, and the mounting seats are threadedly connected to the rock and soil slope via the bolts.

[0011] Preferably, the anti-blocking structure includes a built-in groove, a snap-in groove, a filter plate and a snap-in block, the built-in groove is opened inside the rock and soil slope at the bottom end of the groove, the inside of the rock and soil slope at the top end of the built-in groove is evenly provided with snap-in grooves, the top of the built-in groove is provided with a filter plate, and the outer wall of the filter plate is evenly provided with snap-in blocks.

[0012] Preferably, a side of the built-in groove away from the concave groove is connected to a side of the guide groove, and a front view cross section of the built-in groove is L-shaped.

[0013] Preferably, the clamping grooves are distributed at equal intervals inside the rock and soil slope at the top of the built-in groove, and the clamping blocks are distributed at equal intervals on the outer wall of the filter plate.

[0014] Preferably, the clamping blocks are all arranged inside the clamping grooves, and the filter plate and the clamping grooves form a clamping structure through the clamping blocks.

[0015] Preferably, the bottoms of the inclined grooves are interconnected with one side of the top of the guide groove, and the inclined grooves are distributed at equal intervals on the top of the anti-seepage body.

[0016] Preferably, both sides of the rotating shaft extend to the inside of the water-proof body, and the rotating shafts are distributed at equal intervals inside the inclined groove.

[0017] Preferably, the baffles are distributed at equal intervals on the outer wall of the rotating shaft, and the transmission belts are distributed symmetrically on both sides of the baffles on the outer wall of the rotating shaft.

[0018] The utility model provides a geotechnical engineering water seepage prevention structure, which has the advantages of:

[0019] By providing a diversion structure, rainwater impacts the baffle when flowing inside the chute, thereby driving the rotating shaft to rotate as a whole. By providing multiple sets of rotating shafts, the flow rate of rainwater is reduced while the frequency of passing impurities carried in the rainwater is reduced, thereby preventing them from causing blockage inside the diversion chute. In the process of rotation of the rotating shaft, the transmission belt is driven to rotate, so that the cleaning plate automatically cleans the bottom of the chute, thereby achieving the purpose of facilitating the diversion and anti-seepage of rainwater while preventing blockage. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0021] Figure 2 It is a front view cross-sectional structural schematic diagram of the utility model;

[0022] Figure 3 It is a partial top view structural schematic diagram of the utility model;

[0023] Figure 4 It is a schematic diagram of the enlarged structure of point A of the utility model;

[0024] Figure 5 It is a schematic diagram of the partial cross-sectional structure of the utility model.

[0025] Explanation of the reference numerals in the figure: 1. rock and soil slope; 2. anti-seepage main body; 3. mounting seat; 4. bolt; 5. groove; 6. anti-blocking structure; 601. built-in groove; 602. snap-in groove; 603. filter plate; 604. snap-in block; 7. guide groove; 8. guide structure; 801. inclined groove; 802. rotating shaft; 803. baffle; 804. transmission belt; 805. cleaning plate. DETAILED DESCRIPTION

[0026] 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 in 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.

[0027] See also Figure 1-Figure 5 The utility model provides a geotechnical engineering water seepage prevention structure, which includes a geotechnical slope 1 and a water seepage prevention body 2.

[0028] Reference Figure 1-Figure 3As shown, a water-proof body 2 is provided on one side of the rock and soil slope 1, and mounting seats 3 are provided on both sides of the water-proof body 2, and bolts 4 are penetrated inside the mounting seats 3; the bottom ends of the bolts 4 extend to the inside of the rock and soil slope 1, and the mounting seats 3 are threadedly connected with the rock and soil slope 1 through the bolts 4. A groove 5 is provided on one side of the water-proof body 2 at the top of the rock and soil slope 1, and an anti-blocking structure 6 is provided inside the rock and soil slope 1 at the bottom of the groove 5. The anti-blocking structure 6 includes a built-in groove 601, a clamping groove 602, a filter plate 603 and a clamping block 604. The built-in groove 601 is provided inside the rock and soil slope 1 at the bottom of the groove 5, and the built-in groove 601 is provided inside the rock and soil slope 1 at the bottom of the groove 5. The inside of the top rock and soil slope 1 is evenly provided with snap-in grooves 602, a filter plate 603 is arranged on the top of the built-in groove 601, and snap-in blocks 604 are evenly arranged on the outer wall of the filter plate 603. The side of the built-in groove 601 away from the groove 5 is connected with the side of the guide groove 7. The front cross-section of the built-in groove 601 is L-shaped. The snap-in grooves 602 are evenly spaced inside the rock and soil slope 1 at the top of the built-in groove 601, and the snap-in blocks 604 are evenly spaced on the outer wall of the filter plate 603. The snap-in blocks 604 are all arranged inside the snap-in groove 602, and the filter plate 603 and the snap-in groove 602 form a snap-in structure through the snap-in blocks 604.

[0029] During the subsequent use of geotechnical engineering, its internal structure may be damaged due to the penetration of rainwater, which will affect the overall strength and service life of the geotechnical structure. Therefore, it has certain limitations during use and needs to be treated for water seepage. However, traditional water seepage prevention methods can hardly avoid clogging caused by impurities such as leaves washed by rainwater, which is not conducive to use. Therefore, by providing an anti-blocking structure 6, it can effectively prevent leaves and the like from entering the built-in groove 601 and causing clogging while diverting rainwater, thereby ensuring the normal use of the device.

[0030] Reference Figure 1 , Figure 2 , Figure 4 and Figure 5As shown, a diversion groove 7 is opened on one side of the rock and soil slope 1, and a diversion structure 8 is evenly opened on the top of the anti-seepage body 2. The diversion structure 8 includes an inclined groove 801, a rotating shaft 802, a baffle 803, a transmission belt 804 and a cleaning plate 805. The inclined groove 801 is evenly opened on the top of the anti-seepage body 2, and the rotating shaft 802 is evenly arranged inside the inclined groove 801. The baffle 803 is evenly arranged on the outer wall of the rotating shaft 802, and the transmission belt is arranged on both sides of the baffle 803 on the outer wall of the rotating shaft 802. 804, a cleaning plate 805 is provided on one side of the transmission belt 804, the bottom of the inclined groove 801 is interconnected with one side of the top of the guide groove 7, the inclined grooves 801 are evenly spaced at the top of the anti-water seepage body 2, both sides of the rotating shaft 802 extend to the inside of the anti-water seepage body 2, the rotating shaft 802 is evenly spaced inside the inclined groove 801, the baffles 803 are evenly spaced on the outer wall of the rotating shaft 802, and the transmission belt 804 is symmetrically distributed on both sides of the baffle 803 on the outer wall of the rotating shaft 802.

[0031] During the flushing process of rainwater, a large number of branches and leaves may be entrained, and when the rainwater is heavy, the flow rate on the geotechnical engineering inclined plate is fast, thereby carrying debris into the diversion trough 7, and then quickly accumulating in the diversion trough 7, causing blockage and making it inconvenient to use. By providing a diversion structure 8, it is possible to reduce the flow rate of rainwater and the frequency of the passage of debris to prevent the inside of the diversion trough 7 from being blocked, while cleaning the inside of the inclined trough 801, thereby increasing the functionality and practicality of the device.

[0032] Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art may still modify the technical solutions described in the aforementioned embodiments, or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims

1. A geotechnical engineering water seepage prevention structure, comprising a geotechnical slope (1) and a water seepage prevention body (2); Features: A water-seepage-proof body (2) is provided on one side of the rock and soil slope (1), mounting seats (3) are provided on both sides of the water-seepage-proof body (2), and bolts (4) are passed through the interior of the mounting seats (3); A groove (5) is provided on one side of the water-seepage-proof body (2) at the top of the rock and soil slope (1), and an anti-blocking structure (6) is provided inside the rock and soil slope (1) at the bottom of the groove (5); A diversion groove (7) is provided on one side of the rock and soil slope (1), and a diversion structure (8) is evenly provided on the top of the water-proof body (2). The diversion structure (8) comprises an inclined groove (801), a rotating shaft (802), a baffle (803), a transmission belt (804) and a cleaning plate (805). The inclined groove (801) is evenly provided on the top of the water-proof body (2), the rotating shaft (802) is evenly provided inside the inclined groove (801), the baffle (803) is evenly provided on the outer wall of the rotating shaft (802), transmission belts (804) are provided on both sides of the baffle (803) on the outer wall of the rotating shaft (802), and a cleaning plate (805) is provided on one side of the transmission belt (804).

2. A geotechnical engineering water seepage prevention structure according to claim 1, characterized in that: The bottom ends of the bolts (4) extend into the interior of the rock slope (1), and the mounting seats (3) are threadedly connected to the rock slope (1) via the bolts (4).

3. A geotechnical engineering water seepage prevention structure according to claim 1, characterized in that: The anti-blocking structure (6) comprises a built-in groove (601), a clamping groove (602), a filter plate (603) and a clamping block (604); the built-in groove (601) is arranged inside the rock slope (1) at the bottom end of the groove (5); the clamping grooves (602) are evenly arranged inside the rock slope (1) at the top end of the built-in groove (601); the filter plate (603) is arranged at the top of the built-in groove (601); and the clamping blocks (604) are evenly arranged on the outer wall of the filter plate (603).

4. A geotechnical engineering water seepage prevention structure according to claim 3, characterized in that: The side of the built-in groove (601) away from the groove (5) is connected to the side of the guide groove (7), and the front view cross section of the built-in groove (601) is designed to be L-shaped.

5. The geotechnical engineering water seepage prevention structure according to claim 3, characterized in that: The clamping grooves (602) are distributed at equal intervals inside the rock slope (1) at the top of the built-in groove (601), and the clamping blocks (604) are distributed at equal intervals on the outer wall of the filter plate (603).

6. A geotechnical engineering water seepage prevention structure according to claim 3, characterized in that: The clamping blocks (604) are all arranged inside the clamping grooves (602), and the filter plate (603) and the clamping grooves (602) form a clamping structure through the clamping blocks (604).

7. The geotechnical engineering water seepage prevention structure according to claim 1, characterized in that: The bottoms of the inclined grooves (801) are interconnected with one side of the top of the guide groove (7), and the inclined grooves (801) are distributed at equal intervals on the top of the anti-seepage main body (2).

8. The geotechnical engineering water seepage prevention structure according to claim 1, characterized in that: Both sides of the rotating shaft (802) extend into the interior of the water-seepage-proof body (2), and the rotating shafts (802) are distributed at equal intervals inside the inclined groove (801).

9. The geotechnical engineering water seepage prevention structure according to claim 1, characterized in that: The baffles (803) are distributed at equal intervals on the outer wall of the rotating shaft (802), and the transmission belts (804) are distributed symmetrically on both sides of the baffles (803) on the outer wall of the rotating shaft (802).

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