Dike anti-seepage reinforcing structure for water conservancy project

Abstract

The invention discloses a dike anti-seepage reinforcing structure for a water conservancy project, belongs to the field of water conservancy projects, and aims to solve the problems that the connection between a bottom plate and a dike fails due to the phenomena that a soil body becomes soft, the bearing capacity of a foundation is reduced, and ground anchors are easy to loosen and pull out, and the integrity and continuity of the anti-seepage reinforcing structure are damaged once the connection is unstable. The embankment anti-seepage reinforcing structure for the water conservancy project solves the problem that the anti-seepage reinforcing effect is seriously affected due to the fact that flood seepage cannot be effectively blocked in the prior art, and comprises a first bottom plate and a second bottom plate arranged on one side of the first bottom plate, and a pushing mechanism is arranged above the first bottom plate and the second bottom plate; a rotating mechanism is arranged between the first bottom plate and the second bottom plate, automatic transverse insertion of an insertion rod is triggered through the gravity of a sandbag, locking is completed after the bottom plates and a dam are fully attached, and therefore the problem of soil gaps caused by fixing in advance is solved, and the effect of improving the compression resistance stability of the whole structure is achieved.

Description

Technical Field

[0001] The present invention relates to the field of water conservancy projects, and in particular to an anti-seepage reinforcement structure for embankments used in water conservancy projects. Background Art

[0002] In the field of water conservancy, embankment anti-seepage reinforcement structures play a vital role in ensuring embankment safety and protecting against floods. Especially during emergencies like flood control and rescue, the rapid and stable installation of anti-seepage reinforcement structures on embankments is a key measure to reduce the risk of flood disasters and protect the lives and property of people in surrounding areas.

[0003] Currently, existing anti-seepage reinforcement structures for embankments used in water conservancy projects often use anchors to secure the base plate to the embankment. This method provides a certain degree of stability under normal working conditions. However, during the extraordinary period of flood control and emergency rescue, the situation becomes extremely complex and severe.

[0004] Flood prevention and rescue operations are often accompanied by heavy rainfall. For earthen dams, the continuous scouring and soaking of rainwater will significantly change the physical and mechanical properties of the soil. When the soil is saturated with water, its shear strength is greatly reduced and the pore water pressure increases, making the base plate, which was originally fixed by anchors, face greater challenges. Simple anchor fixation methods are difficult to provide sufficient stability under such harsh conditions. As the soil becomes softer and the bearing capacity of the foundation decreases, the anchors are prone to loosening and pulling out, resulting in failure of the connection between the base plate and the dam. Once the connection is unstable, the integrity and continuity of the anti-seepage reinforcement structure will be destroyed, and it will be unable to effectively prevent the infiltration of floods, which will seriously affect the anti-seepage reinforcement effect.

[0005] In order to solve the above problems, a water conservancy project embankment anti-seepage reinforcement structure is proposed. Summary of the Invention

[0006] The purpose of the present invention is to provide an anti-seepage reinforcement structure for embankments used in water conservancy projects, which solves the problem that once the connection is unstable, the integrity and continuity of the anti-seepage reinforcement structure will be destroyed, and it will be unable to effectively prevent the infiltration of floods, thereby seriously affecting the anti-seepage reinforcement effect.

[0007] To achieve the above-mentioned object, the present invention provides the following technical solution: a dike anti-seepage reinforcement structure for a water conservancy project, comprising a first bottom plate, a second bottom plate arranged on one side of the first bottom plate, a pushing mechanism arranged above the first bottom plate and the second bottom plate, and a rotating mechanism arranged between the first bottom plate and the second bottom plate;

[0008] The pushing mechanism includes an elastic component and a pushing component, and the pushing component is arranged below the elastic component;

[0009] The elastic component includes a push plate arranged above the first base plate, the push plate is rotatably connected to the first push rod inside, the upper end of the first push rod is fixedly connected to the rotating rod, the rotating rod drives the outer side to be fixedly connected to the protrusion, the first base plate and the second base plate are provided with a first groove inside, the first push rod is provided with a first guide groove inside, the first guide rod is provided with a first guide rod fixedly connected to the first base plate on the inside of the first guide groove, the outer side of the push plate is fixedly connected to the plug plate, the outer side of the first push rod is provided with a spring fixedly connected to the push plate and the first base plate, the inner side surfaces of the first base plate and the second base plate are fixedly connected with self-expanding water-stop cloth, and the inner side surface of the self-expanding water-stop cloth is fixedly connected with a flexible anti-seepage membrane.

[0010] Preferably, the central axis of the first push rod and the central axis of the rotating rod are on the same central axis, and the central axis of the first groove and the central axis of the first push rod are on the same central axis.

[0011] Preferably, the appearance structure of the first guide groove is spiral, and the first guide groove and the first guide rod are matched in a clearance fit.

[0012] Preferably, the pushing assembly includes a first insertion rod fixedly connected to the bottom of the first base plate, the lower end of the first push rod is rotatably connected to the second push rod, a second groove is provided inside the second push rod, a third groove is provided on the inner side of the first insertion rod, a first hole communicating with the outer side of the first insertion rod is provided on the inner side wall of the second groove, a second insertion rod nested in the inner side of the first hole is provided on the inner side of the first hole, a second guide groove is provided on the inner side of the second groove, and a second guide rod fixed to the second insertion rod is provided on the inner side of the second guide groove.

[0013] Preferably, there are a plurality of first holes equidistantly distributed around the circumference in the second groove, and there are a plurality of groups of first holes equidistantly distributed around the circumference along the central axis of the first insertion rod.

[0014] Preferably, the appearance structure of the second guide groove is an inclined straight line, and the second guide groove and the second guide rod are matched in a clearance fit.

[0015] Preferably, the second insertion rod has an external structural shape of a cuboid, and the outer side surface of the second insertion rod fits in with the inner side surface of the first hole.

[0016] Preferably, the rotating mechanism includes a connecting plate fixedly connected to one side of the second base plate, a fourth groove for nesting the connecting plate is provided inside the first base plate, one side of the fourth groove is connected to the fifth groove, the other side of the fourth groove is connected to the sixth groove, a limiting groove is provided on the inner wall of the sixth groove, a fourth push rod is provided inside the fifth groove, one end of the fourth push rod is fixedly connected to the third push rod, the outer side of the third push rod is fixedly connected to the limiting rod, the outer side of the fifth groove is connected to the second hole, the inner side of the second hole is provided with a fifth push rod fixedly connected to the fourth push rod, a third guide groove is provided on the side of the push plate above the first base plate close to the second base plate, and a third guide rod fixedly connected to the fifth push rod is provided inside the third guide groove.

[0017] Preferably, the inner side surface of the fifth groove fits with the outer side surface of the third push rod, and the external structural shape of the third push rod is a rectangular parallelepiped.

[0018] Preferably, the appearance structure of the third guide groove is an inclined straight line, and the third guide groove and the third guide rod are matched in a clearance fit.

[0019] Compared with the prior art, the present invention has the following beneficial effects:

[0020] 1. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects. The gravity of sandbags triggers the automatic lateral insertion of the insertion rod, and the rod is locked after the base plate and the embankment are fully fitted together, thereby avoiding the problem of soil gaps caused by premature fixation and achieving the effect of improving the compressive stability of the overall structure.

[0021] 2. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects. The spring delays the downward movement of the push plate, and the rods are driven to anchor after the bottom plate naturally settles and fits the embankment, thereby realizing soil-structure collaborative bearing and achieving the effect of enhancing anti-seepage and anti-displacement capabilities.

[0022] 3. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects, which uses spiral guide grooves to drive the protrusions to rotate and embed into sandbags, thereby forming a mechanical interlock, thereby preventing the sandbags from sliding on the slope.

[0023] 4. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects, in which the plug-in plates are inserted into the soil before the plug-in rods to form a front water retaining barrier, thereby reducing soil loss caused by rainwater erosion and achieving the effect of maintaining the stability of the base.

[0024] 5. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects, which limits the lateral expansion of the soil through the coordinated action of the plug plates and plug rods, thereby reducing soil disturbance during the anchoring process and achieving the effect of maintaining the original structural strength of the embankment.

[0025] 6. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects. The bottom plate sinks and automatically triggers the limit rod to be horizontally engaged in the groove, thereby realizing a rapid and rigid connection between the two plates, achieving an integrated reinforcement effect without manual intervention during the rescue process.

[0026] 7. The present invention provides an anti-seepage reinforcement structure for embankments used in water conservancy projects. By using sandbag loading as a fixed trigger condition, the structure's deadweight compaction and mechanical anchoring are simultaneously completed, thereby avoiding manual operation delays and achieving the effect of improving the speed of flood control emergency response. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the present invention;

[0028] Figure 2 It is a front structural schematic diagram of the rotating rod of the present invention;

[0029] Figure 3 Schematic diagram of the front cross-sectional structure of the first push rod of the present invention;

[0030] Figure 4 For the present invention Figure 3 Schematic diagram of the structure at A in the middle;

[0031] Figure 5 This is a front structural schematic diagram of the second guide groove of the present invention;

[0032] Figure 6 is a schematic diagram of a right side cross-sectional structure of a fourth putter of the present invention;

[0033] Figure 7 1 is a schematic rear cross-sectional structural diagram of a third push rod of the present invention;

[0034] Figure 8 2 is a schematic rear cross-sectional structural diagram of a fourth putter according to the present invention.

[0035] In the figure: 1. First bottom plate; 2. Second bottom plate; 3. Push mechanism; 31. Elastic component; 3101. Push plate; 3102. First push rod; 3103. Rotating rod; 3104. Protrusion; 3105. First groove; 3106. First guide groove; 3107. First guide rod; 3108. Insert plate; 3109. Spring; 3110. Self-expanding water-stop cloth; 3111. Flexible anti-seepage membrane; 32. Push assembly; 3201. First insert rod; 3202. Second push rod; 320 3. Second groove; 3204. Third groove; 3205. First hole; 3206. Second insertion rod; 3207. Second guide groove; 3208. Second guide rod; 4. Rotation mechanism; 401. Connecting plate; 402. Fourth groove; 403. Fifth groove; 404. Sixth groove; 405. Limiting groove; 406. Fourth push rod; 407. Third push rod; 408. Limiting rod; 409. Second hole; 410. Fifth push rod; 411. Third guide groove; 412. Third guide rod. DETAILED DESCRIPTION

[0036] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0037] See also Figures 1-8 The present invention provides a technical solution: a dike anti-seepage reinforcement structure for a water conservancy project, comprising a first bottom plate 1, a second bottom plate 2 arranged on one side of the first bottom plate 1, a pushing mechanism 3 arranged above the first bottom plate 1 and the second bottom plate 2, and a rotating mechanism 4 arranged between the first bottom plate 1 and the second bottom plate 2;

[0038] The pushing mechanism 3 includes an elastic component 31 and a pushing component 32, and the pushing component 32 is arranged below the elastic component 31;

[0039] The elastic component 31 includes a push plate 3101 arranged above the first base plate 1, the push plate 3101 is rotatably connected to the first push rod 3102 inside, the upper end of the first push rod 3102 is fixedly connected to the rotating rod 3103, the rotating rod 3103 drives the outer side to be fixedly connected to the protrusion 3104, the first base plate 1 and the second base plate 2 are provided with a first groove 3105 inside, the first push rod 3102 is provided with a first guide groove 3106 inside, the first guide groove 3106 is provided with a first guide rod 3107 fixedly connected to the first base plate 1, the outer side of the push plate 3101 is fixedly connected to the plug plate 3108, the first push rod 3102 is fixedly connected to the plug plate 3108, A spring 3109 is provided on the outside, which is fixedly connected to the push plate 3101 and the first base plate 1. The central axis of the first push rod 3102 is on the same central axis as the central axis of the rotating rod 3103, and the central axis of the first groove 3105 is on the same central axis as the central axis of the first push rod 3102. The appearance structure of the first guide groove 3106 is spiral, and the first guide groove 3106 and the first guide rod 3107 are matched in a clearance fit. The inner sides of the first base plate 1 and the second base plate 2 are fixedly connected with a self-expanding water-stop cloth 3110, and the inner side of the self-expanding water-stop cloth 3110 is fixedly connected with a flexible anti-seepage membrane 3111.

[0040] The pushing assembly 32 includes a first insertion rod 3201 fixedly connected to the bottom of the first base plate 1, a second push rod 3202 is rotatably connected to the lower end of the first push rod 3102, a second groove 3203 is provided inside the second push rod 3202, a third groove 3204 is provided on the inner side of the first insertion rod 3201, a first hole 3205 is provided on the inner side wall of the second groove 3203, which is connected to the outer side of the first insertion rod 3201, a second insertion rod 3206 is provided inside the first hole 3205, and a second guide groove 3207 is provided on the inner side of the second groove 3203. A second guide rod 3208 fixed to the second insertion rod 3206 is provided on the inner side of the second guide groove 3207, and there are multiple first holes 3205 distributed equidistantly around the circumference of the second groove 3203, and there are multiple groups of first holes 3205 distributed equidistantly around the circumference along the central axis of the first insertion rod 3201. The appearance structure of the second guide groove 3207 is an inclined straight line, and the cooperation method between the second guide groove 3207 and the second guide rod 3208 is a clearance fit. The appearance structure of the second insertion rod 3206 is a rectangular parallelepiped, and the outer side surface of the second insertion rod 3206 fits with the inner side surface of the first hole 3205.

[0041] The rotating mechanism 4 includes a connecting plate 401 fixedly connected to one side of the second base plate 2, a fourth groove 402 for nesting the connecting plate 401 is provided inside the first base plate 1, one side of the fourth groove 402 is connected to the fifth groove 403, the other side of the fourth groove 402 is connected to the sixth groove 404, a limiting groove 405 is provided on the inner wall of the sixth groove 404, a fourth push rod 406 is provided inside the fifth groove 403, one end of the fourth push rod 406 is fixedly connected to the third push rod 407, the outer side of the third push rod 407 is fixedly connected to the limiting rod 408, the outer side of the fifth groove 403 is connected to the second Hole 409, a fifth push rod 410 fixedly connected to the fourth push rod 406 is provided on the inner side of the second hole 409, a third guide groove 411 is provided on the push plate 3101 above the first base plate 1 close to the side of the second base plate 2, and a third guide rod 412 fixedly connected to the fifth push rod 410 is provided on the inner side of the third guide groove 411, the inner side surface of the fifth groove 403 is fitted with the outer side surface of the third push rod 407, and the appearance structure of the third push rod 407 is a rectangular parallelepiped, the appearance structure of the third guide groove 411 is an inclined straight line, and the cooperation method between the third guide groove 411 and the third guide rod 412 is a clearance fit.

[0042] When emergency flood prevention consolidation is needed, the first bottom plate 1 and the second bottom plate 2 are placed on the embankment, and people can step on the first bottom plate 1 and the second bottom plate 2 to make the first insertion rod 3201 enter the soil inside the embankment for preliminary fixation. Because the first bottom plate 1 and the second bottom plate 2 are used to temporarily consolidate the embankment, their strength is not very high. Generally, a large number of sandbags need to be placed on the first bottom plate 1 and the second bottom plate 2 to increase their strength and stability. The sandbags are placed on the push plate 3101. As the gravity increases, the spring 3109 is compressed, causing the first push rod 3102 to move downward, driving the second push rod 3201 connected to the lower end of the first push rod 3102 to rotate. 202 and the second guide groove 3207 move downward. Since the appearance structure of the second guide groove 3207 is an inclined straight line, and the second guide groove 3207 and the second guide rod 3208 are matched in a clearance fit, the appearance structure shape of the second plug rod 3206 is a rectangular parallelepiped, and the outer side surface of the second plug rod 3206 fits with the inner side surface of the first hole 3205, so that the second guide rod 3208 is pushed by the trajectory of the second guide groove 3207 to drive the second plug rod 3206 to move outward along the trajectory of the first hole 3205, so that the second plug rod 3206 moves to the inside of the soil of the dam, thereby increasing the contact area between the first bottom plate 1 and the second bottom plate 2, and making the anti-seepage reinforcement structure more stable.

[0043] When the first push rod 3102 moves downward, it drives the first guide groove 3106 to move downward. Since the appearance structure of the first guide groove 3106 is spiral, and the first guide groove 3106 and the first guide rod 3107 are matched in a clearance fit, the first push rod 3102 rotates during the downward movement, causing the rotating rod 3103 and the protrusion 3104 to rotate. At this time, the sandbag has been placed above the push plate 3101, the rotating rod 3103 and the protrusion 3104, and the protrusion 3104 has been partially inserted into the sandbag. When the rotating rod 3103 and the protrusion 3104 rotate, the outer bag of the sandbag will rotate, so that the sandbag can be more stably fixed above the push plate 3101, making the anti-seepage reinforcement structure more stable.

[0044] Because the soil on the dam is relatively uneven and soft, the second bottom plate 2 and the first bottom plate 1 cannot fit well on the dam during the initial fixing and placement. During the process of adding sandbags, the second bottom plate 2 and the first bottom plate 1 will sink to a certain extent. At this time, the push plate 3101 will not move downward due to the support of the spring 3109. When a certain gravity is reached, the spring 3109 cannot support its gravity and will move downward. At this time, the second bottom plate 2 and the first bottom plate 1 fit well on the dam under the action of gravity and will not move downward a lot, thereby enhancing the anti-seepage ability. At this time, the push plate 3101 moves downward to push the second insertion rod 3206 to move into the soil inside the dam, improving The contact area between the first base plate 1 and the second base plate 2 is such that if the first plug rod 3201 enters the soil, the second plug rod 3206 will move into the soil of the dam and then sink, which will cause a large amount of space without soil above the second plug rod 3206 and make it impossible to restrict the second plug rod 3206. However, after the second base plate 2 and the first base plate 1 fit well on the dam under the action of gravity and will not move downward a lot, the second plug rod 3206 moves into the soil of the dam, and there will not be a large amount of space without soil above the second plug rod 3206 and will make it impossible to restrict the second plug rod 3206. This can improve the stability of the structure.

[0045] Since rainfall occurs in most cases during flood prevention, rainwater will carry away the soil, further affecting the stability of the structure. When the first bottom plate 1 and the second bottom plate 2 are placed on the embankment and people step on the first bottom plate 1 and the second bottom plate 2, the insert 3108 has been inserted into the soil, reducing the entry of rainwater into the inner side of the first bottom plate 1 and the second bottom plate 2, reducing soil loss, and further improving the stability of the structure.

[0046] When the first insertion rod 3201 is inserted into the soil, the insertion plate 3108 has already been inserted into the soil. Since the first insertion rod 3201 is inserted into the soil, it will squeeze the soil and move it, which will reduce the compactness of the soil. The insertion plate 3108 can limit the change of the soil structure to a certain extent, reduce the expansion of the soil outward, reduce the reduction of soil compactness, and improve the stability of the structure.

[0047] When the push plate 3101 above the first base plate 1 moves downward, driving the third guide groove 411 to move downward, because the appearance structure of the third guide groove 411 is an inclined straight line, and the third guide groove 411 and the third guide rod 412 are matched in a clearance fit, the fifth push rod 410 and the third guide rod 412 drive the fourth push rod 406 to move to one side along the trajectory of the second hole 409, so that the fourth push rod 406 and the limit rod 408 move laterally, so that the limit rod 408 moves to the inner side of the limit groove 405, because the inner side surface of the fifth groove 403 is in contact with the outer side surface of the third push rod 407, and the appearance structure of the third push rod 407 is a rectangular parallelepiped, the fourth push rod 406, the third push rod 407 and the limit rod 408 will not move along the central axis of the fifth groove 403, completing the fixation between the first base plate 1 and the second base plate 2, making the overall structure more stable.

[0048] Because the second bottom plate 2 and the first bottom plate 1 will sink to a certain extent during the process of adding sandbags, the push plate 3101 moves downward to fix the first bottom plate 1 and the second bottom plate 2, so that the second bottom plate 2 and the first bottom plate 1 can adapt to the shape of the dam. The addition of sandbags is a condition for fixing the first bottom plate 1 and the second bottom plate 2, which not only prevents forgetting to fix during the rescue process, but also eliminates the need for deliberate fixation, thereby improving work efficiency and the efficiency of flood control and rescue.

[0049] During the process of the first bottom plate 1 and the second bottom plate 2 fitting into the soil, no matter how much force is used, it is difficult to make the first bottom plate 1 and the second bottom plate 2 fit tightly into the soil due to the characteristics of the soil itself, and some water will still flow out from the dam. By setting a self-expanding water-stop cloth 3110 fixedly connected to the inner side surfaces of the first bottom plate 1 and the second bottom plate 2, the self-expanding water-stop cloth 3110 absorbs the flowing water, making its own volume continue to increase. Because the first bottom plate 1 and the second bottom plate 2 are both pressed by sandbags, the self-expanding water-stop cloth 3110 can only be pushed downward, thereby pushing the flexible anti-seepage membrane 3111 to fit closer to the dam, reducing water outflow, and making the anti-seepage effect better.

[0050] Further reduce the rate of water loss to soil and improve the stability and durability of the reinforced structure.

[0051] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0052] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A dike anti-seepage reinforcement structure for a water conservancy project, comprising a first bottom plate (1) and a second bottom plate (2) arranged on one side of the first bottom plate (1), characterized in that: A pushing mechanism (3) is provided above the first bottom plate (1) and the second bottom plate (2), and a rotating mechanism (4) is provided between the first bottom plate (1) and the second bottom plate (2); The pushing mechanism (3) comprises an elastic component (31) and a pushing component (32), wherein the pushing component (32) is arranged below the elastic component (31); The elastic component (31) includes a push plate (3101) arranged above the first bottom plate (1), the push plate (3101) is internally rotatably connected to a first push rod (3102), the upper end of the first push rod (3102) is fixedly connected to a rotating rod (3103), the rotating rod (3103) drives the outer side to be fixedly connected to a protrusion (3104), the first bottom plate (1) and the second bottom plate (2) are internally provided with a first groove (3105), the first push rod (3102) is internally provided with a first guide groove (3106), the first A first guide rod (3107) fixedly connected to the first bottom plate (1) is provided on the inner side of a guide groove (3106); a plug plate (3108) is fixedly connected to the outer side of the push plate (3101); a spring (3109) fixedly connected to the push plate (3101) and the first bottom plate (1) is provided on the outer side of the first push rod (3102); the inner side surfaces of the first bottom plate (1) and the second bottom plate (2) are fixedly connected to self-expanding water-stopping cloth (3110); and the inner side surfaces of the self-expanding water-stopping cloth (3110) are fixedly connected to a flexible anti-seepage membrane (3111).

2. The anti-seepage reinforcement structure for embankments of water conservancy projects according to claim 1, characterized in that: The central axis of the first push rod (3102) and the central axis of the rotating rod (3103) are on the same central axis, and the central axis of the first groove (3105) and the central axis of the first push rod (3102) are on the same central axis.

3. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 1, characterized in that: The appearance structure of the first guide groove (3106) is spiral, and the first guide groove (3106) and the first guide rod (3107) are matched in a clearance fit.

4. The anti-seepage reinforcement structure for embankments of water conservancy projects according to claim 1, characterized in that: The pushing assembly (32) includes a first insertion rod (3201) fixedly connected to the bottom of the first base plate (1); the lower end of the first push rod (3102) is rotatably connected to the second push rod (3202); a second groove (3203) is provided inside the second push rod (3202); a third groove (3204) is provided on the inner side of the first insertion rod (3201); a first hole (3205) is provided on the inner side wall of the second groove (3203) and is connected to the outer side of the first insertion rod (3201); a second insertion rod (3206) is provided on the inner side of the first hole (3205) and is nested in the inner side of the first hole (3205); a second guide groove (3207) is provided on the inner side of the second groove (3203); a second guide rod (3208) fixed to the second insertion rod (3206) is provided on the inner side of the second guide groove (3207).

5. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 4, characterized in that: There are a plurality of first holes (3205) equidistantly distributed around the circumference in the second groove (3203), and there are a plurality of groups of first holes (3205) equidistantly distributed around the circumference along the central axis of the first insertion rod (3201).

6. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 4, characterized in that: The appearance structure of the second guide groove (3207) is an inclined straight line, and the matching mode between the second guide groove (3207) and the second guide rod (3208) is a clearance fit.

7. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 4, characterized in that: The appearance and structural shape of the second insertion rod (3206) is a rectangular parallelepiped, and the outer side surface of the second insertion rod (3206) is in contact with the inner side surface of the first hole (3205).

8. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 1, characterized in that: The rotating mechanism (4) includes a connecting plate (401) fixedly connected to one side of the second base plate (2); a fourth groove (402) for nesting the connecting plate (401) is provided inside the first base plate (1); one side of the fourth groove (402) is connected to a fifth groove (403); the other side of the fourth groove (402) is connected to a sixth groove (404); a limiting groove (405) is provided on the inner wall of the sixth groove (404); a fourth push rod (406) is provided inside the fifth groove (403); one end of the fourth push rod (406) is fixed to the inner wall of the sixth groove (404); A third push rod (407) is fixedly connected to the outside of the third push rod (407), a limiting rod (408) is fixedly connected to the outside of the fifth groove (403), a second hole (409) is connected to the outside of the fifth groove (403), a fifth push rod (410) fixedly connected to the fourth push rod (406) is provided on the inside of the second hole (409), a third guide groove (411) is provided on the push plate (3101) above the first base plate (1) near the side of the second base plate (2), and a third guide rod (412) fixedly connected to the fifth push rod (410) is provided on the inside of the third guide groove (411).

9. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 8, characterized in that: The inner side surface of the fifth groove (403) is in contact with the outer side surface of the third push rod (407), and the outer structural shape of the third push rod (407) is a rectangular parallelepiped.

10. The anti-seepage reinforcement structure for embankments used in water conservancy projects according to claim 8, characterized in that: The appearance structure of the third guide groove (411) is an inclined straight line, and the matching mode between the third guide groove (411) and the third guide rod (412) is a clearance fit.

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