A reservoir reinforcement device

Abstract

The application relates to the technical field of hydraulic engineering, and discloses a reservoir reinforcing device, which comprises a plurality of pairs of reinforcing plates arranged along the length direction of a dam body in sequence, connecting pieces arranged between any two adjacent reinforcing plates, a second clamping groove corresponding to a first clamping groove and arranged on the surface of the dam body, a reinforcing pipe, two ends of the reinforcing pipe are embedded in the first clamping groove and the second clamping groove respectively, the reinforcing pipe defines a reinforcing interval between the first clamping groove and the second clamping groove, a pouring hole is arranged at the end of the reinforcing pipe far away from the dam body, the pouring hole is communicated with the reinforcing interval, an anchor rod is fixed at the end of the reinforcing pipe close to the dam body, the anchor rod penetrates through the second clamping groove, a supporting rod is arranged between the anchor rod and the second clamping groove, an adjusting assembly is arranged on the reinforcing pipe, hydraulic pressure is formed in the reinforcing pipe by pouring concrete, and the adjusting assembly extends the supporting rod into the dam body under the action of the hydraulic pressure. The reinforcing device can improve the connecting stability between the reinforcing device and the dam body, enhance the integrity of the reinforcing device, and improve the reinforcing and protecting effect.

Description

Technical Field

[0001] This invention relates to the field of water conservancy engineering technology, and in particular to a reservoir reinforcement device. Background Technology

[0002] With the development of water conservancy projects, reservoirs play an important role in water resource allocation and flood control and drought relief. Therefore, it is crucial to reinforce and upgrade reservoirs to ensure their long-term operational feasibility.

[0003] For example, in a reservoir reinforcement structure with patent number CN114164804B, a triangular support structure is formed by a base plate, vertical plates, and support plates. Anchoring devices are installed on the base plate and vertical plates to secure the dam body, enhancing the structural stability of the reservoir. However, existing technologies directly use anchor bolts to fix the vertical plates to the dam body, resulting in poor integrity between the vertical plates and the dam body. As water flows, the joints between the vertical plates and the dam body widen, forming leaks. Furthermore, the vertical plates, which are sequentially discharged, are only fixed to each other by connecting plates. In areas where the vertical plates are far from the connecting plates, the lack of fixed support reduces the strength of the dam body, affecting the effectiveness of the reservoir reinforcement. Summary of the Invention

[0004] The purpose of this invention is to provide a reservoir reinforcement device to solve the problems existing in the prior art, thereby improving the connection stability between the reinforcement device and the dam body, enhancing the overall integrity of the reinforcement device, and improving the reinforcement and protection effect.

[0005] To achieve the above objectives, the present invention provides the following solution: The present invention provides a reservoir reinforcement device, including a dam body; and further including:

[0006] A pair of reinforcing plates are hinged at their close ends, and several pairs are arranged sequentially along the length of the dam body, with a connector provided between any two adjacent reinforcing plates;

[0007] The reinforcing pipe has a first slot on the bottom surface of the reinforcing plate and a second slot on the surface of the dam body corresponding to the first slot. Both ends of the reinforcing pipe are respectively embedded in the first slot and the second slot. The reinforcing pipe defines a reinforcing section between the first slot and the second slot. A pouring hole is provided at the end of the reinforcing pipe away from the dam body. The pouring hole is connected to the reinforcing section.

[0008] An anchor rod is fixed at one end of the reinforcing pipe near the dam body. The anchor rod passes through the second slot, and a support rod is provided between the anchor rod and the second slot. An adjustment component is provided on the reinforcing pipe. Hydraulic pressure is formed in the reinforcing pipe by pouring concrete. Under the action of this hydraulic pressure, the adjustment component extends the support rod into the dam body.

[0009] Preferred options also include:

[0010] A first baffle is fitted and fixed to the top of the reinforcing tube. A top ring is fixedly fitted around the top of the first slot. The top surface of the first baffle abuts against the top ring. A sealing component is provided on the inner ring side of the top ring. The sealing component is used to seal the top of the reinforcing tube.

[0011] The second baffle is sleeved and fixed to the bottom end of the reinforcing pipe. The bottom surface of the second baffle abuts against the bottom surface of the second slot. The anchor rod is fixed to the bottom surface of the second baffle, and a cavity communicating with the reinforcing pipe is opened in the anchor rod. The support rod is rotatably connected to the side wall of the cavity.

[0012] Preferably, the adjustment component includes:

[0013] A collar is fixedly connected to the inner ring side of the bottom end of the reinforcing pipe. A rubber sleeve is movably connected to the inner ring side of the collar. The top end of the rubber sleeve is positioned above the collar in a horizontal direction, and the bottom end of the rubber sleeve is positioned below the collar in a horizontal direction. A flexible sleeve is fixedly connected between the bottom end of the rubber sleeve and the bottom end of the collar.

[0014] A pressure block is fixed to the top of the rubber sleeve. A transmission component is provided inside the reinforcing tube. The transmission end of the transmission component is connected to the support rod. The pressure block cooperates with the transmission component to extend the support rod into the dam body.

[0015] Preferably, the transmission component includes:

[0016] A transmission block is slidably connected inside the anchor rod. A pair of transmission rods are rotatably connected to the bottom end of the transmission block. The end of the transmission rod away from the transmission block is hinged to the middle of the side wall of the support rod. The support rod and the transmission rod are distributed in a one-to-one correspondence. A groove is opened on the outer wall of the anchor rod. A rotating shaft is fixed to both sides of the bottom of the support rod. The rotating shaft is rotatably connected to the inner wall of the groove.

[0017] Preferably, the sealing assembly includes:

[0018] A threaded seat is fixed to the inner ring side of the top ring. A threaded groove is provided in the center of the threaded seat. The threaded groove communicates with the top end of the reinforcing tube in the vertical direction. A disassembly part is provided in the threaded groove. The disassembly part is used to seal the reinforcing tube.

[0019] A sealing ring is fixed to the bottom surface of the threaded seat, and the sealing ring is arranged around the outer periphery of the threaded groove, with the bottom end of the sealing ring abutting against the first baffle.

[0020] Preferably, the disassembly part includes:

[0021] The knob is threaded into the threaded groove;

[0022] A baffle plate is fixed to the bottom surface of the knob. The baffle plate is a flexible structure, and the bottom surface of the baffle plate abuts against the top end of the reinforcing tube.

[0023] Preferably, the connector includes:

[0024] A plurality of connecting rods are provided along the length of the reinforcing plate. The side wall of the reinforcing plate is provided with a slot. The connecting rod slides into the slot. The two ends of the connecting rod are embedded between two relatively distributed slots, and the two slots are respectively located on two adjacent reinforcing plates.

[0025] Preferably, an anchor is inserted through the center of the connecting rod, and the anchor passes through the connecting rod and is fixed to the dam body.

[0026] Preferably, the side wall of the reinforcing pipe is provided with a plurality of through holes, and the plurality of through holes are distributed at intervals along the vertical direction between the first baffle and the second baffle.

[0027] Preferably, a support plate is fixedly connected to the adjacent sides of the pair of reinforcing plates, and a hinge shaft is provided between the two oppositely distributed support plates. The two support plates are respectively fixedly connected to the rotating end and the fixed end of the hinge shaft.

[0028] The present invention discloses the following technical effects:

[0029] This invention involves sequentially installing several pairs of reinforcing plates onto the dam body, using connectors to fix and support adjacent reinforcing plates, thus forming a reinforcing mesh structure on the dam surface. A first slot on the reinforcing plate and a second slot on the dam body are used to hold a reinforcing pipe, which then fixes an anchor rod to the pipe. Anchor rods anchor the pipe to the dam body, increasing the connection strength between the reinforcing plate and the dam body. A pouring hole on the reinforcing pipe connects to the reinforced section, filling the section after concrete pouring. This reduces the structural separation between the reinforcing plate and the dam body, enhancing the overall connection between the reinforcement device and the dam body, and improving the reinforcement effect. Furthermore, during concrete pouring, the concrete creates hydraulic pressure within the reinforcing pipe, which is directly transmitted to the support rod via an adjusting component, extending the support rod into the dam body and further strengthening the connection strength between the reinforcing plate and the dam body. Attached Figure Description

[0030] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0031] Figure 1 This is a diagram showing the connection relationship between the reinforcing plate and the dam body in this invention;

[0032] Figure 2 This is a diagram showing the connection relationship between the reinforcing pipe and the reinforcing plate in this invention;

[0033] Figure 3 This is a schematic diagram of the structure when the support rod extends out of the anchor rod in this invention;

[0034] Figure 4 This is a schematic diagram of the structure of the pressure block and the collar in this invention;

[0035] Figure 5 This is a diagram showing the connection relationship between the threaded seat and the reinforcing plate in this invention;

[0036] Figure 6 This is a diagram showing the connection relationship between the reinforcing tube and the first baffle in this invention;

[0037] The components are as follows: 1. Dam body; 2. Reinforcing plate; 3. Reinforcing pipe; 4. Anchor bolt; 5. Support rod; 6. First baffle; 7. Top ring; 8. Second baffle; 9. Collar; 10. Rubber sleeve; 11. Flexible sleeve; 12. Pressure block; 13. Transmission block; 14. Transmission rod; 15. Rotating shaft; 16. Threaded seat; 17. Sealing ring; 18. Knob; 19. Baffle plate; 20. Connecting rod; 21. Anchor nail; 22. Support plate; 23. Hinge shaft. Detailed Implementation

[0038] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0039] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0040] Reference Figures 1-6 The present invention provides a reservoir reinforcement device, including a dam body 1; and further including:

[0041] A pair of reinforcing plates 2 are hinged at their close ends, and several pairs are arranged sequentially along the length of the dam body 1. Connectors are provided between any two adjacent reinforcing plates 2.

[0042] The bottom surface of the reinforcing pipe 3 and the reinforcing plate 2 is provided with a first slot, and the surface of the dam body 1 is provided with a second slot corresponding to the first slot. The two ends of the reinforcing pipe 3 are respectively embedded in the first slot and the second slot. The reinforcing pipe 3 defines a reinforcing interval between the first slot and the second slot. The end of the reinforcing pipe 3 away from the dam body 1 is provided with a pouring hole, which is connected to the reinforcing interval.

[0043] Anchor 4 is fixed at one end of the reinforcing pipe 3 near the dam body 1. Anchor 4 passes through the second slot, and a support rod 5 is provided between the anchor 4 and the second slot. An adjustment component is provided on the reinforcing pipe 3. Hydraulic pressure is formed in the reinforcing pipe 3 by pouring concrete. Under the action of this hydraulic pressure, the adjustment component extends the support rod 5 into the dam body 1.

[0044] This invention involves sequentially installing several pairs of reinforcing plates 2 onto the dam body 1, using connectors to fix and support adjacent reinforcing plates 2, thus forming a reinforcing mesh structure on the surface of the dam body 1. A first slot on the reinforcing plate 2 and a second slot on the dam body 1 are used to hold a reinforcing pipe 3, which in turn fixes an anchor rod 4 to the pipe 3. The anchor rod 4 anchors the pipe 3 within the dam body 1, increasing the connection strength between the reinforcing plate 2 and the dam body 1. A pouring hole on the reinforcing pipe 3 connects to the reinforced area, filling the reinforced area after concrete pouring, reducing the structural separation between the reinforcing plate 2 and the dam body 1, enhancing the overall connection between the reinforcing device and the dam body 1, and improving the reinforcement effect. Furthermore, during concrete pouring, the concrete creates hydraulic pressure within the reinforcing pipe 3, which is directly transmitted to the support rod 5 via an adjusting component, extending the support rod 5 into the dam body 1, further strengthening the connection strength between the reinforcing plate 2 and the dam body 1.

[0045] Furthermore, it also includes:

[0046] The first baffle 6 is sleeved and fixed to the top of the reinforcing tube 3. A top ring 7 is fixedly connected to the top of the first slot. The top surface of the first baffle 6 abuts against the top ring 7. A sealing component is provided on the inner ring side of the top ring 7. The sealing component is used to seal the top of the reinforcing tube 3.

[0047] The second baffle 8 is sleeved and fixed to the bottom end of the reinforcing pipe 3. The bottom surface of the second baffle 8 abuts against the bottom surface of the second slot. The anchor rod 4 is fixed to the bottom surface of the second baffle 8, and a cavity communicating with the reinforcing pipe 3 is opened in the anchor rod 4. The support rod 5 is flexibly connected to the side wall of the cavity.

[0048] By fixing the first baffle 6 and the second baffle 8 to the top and bottom of the reinforcing pipe 3 respectively, and using the top ring 7 of the first slot to abut against the first baffle 6, while the second baffle 8 abuts against the bottom surface of the second slot, the first baffle 6 and the second baffle 8 can tightly connect the reinforcing plate 2 and the dam body 1.

[0049] Furthermore, by utilizing the cavity inside the anchor rod 4 that is connected to the reinforcing pipe 3, the poured concrete can be effectively injected into the anchor rod 4, and the hydraulic pressure can be transmitted to the support rod 5 using the adjusting component.

[0050] Furthermore, the adjustment components include:

[0051] A collar 9 is fixedly connected to the inner ring side of the bottom end of the reinforcing pipe 3. A rubber sleeve 10 is movably connected to the inner ring side of the collar 9. The top end of the rubber sleeve 10 is set above the collar 9 in the horizontal direction, and the bottom end of the rubber sleeve 10 is set below the collar 9 in the horizontal direction. A flexible sleeve 11 is fixedly connected between the bottom end of the rubber sleeve 10 and the bottom end of the collar 9.

[0052] The pressure block 12 is fixed to the top of the rubber sleeve 10. A transmission component is provided inside the reinforcing tube 3. The transmission end of the transmission component is connected to the support rod 5. The pressure block 12 cooperates with the transmission component to extend the support rod 5 into the dam body 1.

[0053] The rubber sleeve 10 is fixedly supported by the collar 9 fixed inside the reinforcing pipe 3. The top end of the rubber sleeve 10 is positioned above the collar 9, and the bottom end is positioned below the collar 9. The bottom end of the rubber sleeve 10 is fixedly connected to the flexible sleeve 11, which is fixedly connected to the collar 9. This allows the rubber sleeve 10 to move vertically downward under hydraulic action, unfolding the folded flexible sleeve 11 to provide a connection for the movement of the pressure block 12. The pressure block 12 is squeezed by pouring concrete. During the movement of the pressure block 12, it is connected by the rubber sleeve 10 and the flexible sleeve 11. The rubber sleeve 10, the flexible sleeve 11, and the collar 9 seal the bottom end of the reinforcing pipe 3 to prevent concrete from directly entering or leaking out from the anchor rod 4. The hydraulic operation is transmitted to the transmission component through the pressure block 12, thereby extending the support rod 5 into the dam body 1 and enhancing the fixing and reinforcement effect on the reinforcing plate 2.

[0054] Furthermore, the transmission components include:

[0055] The transmission block 13 is slidably connected inside the anchor rod 4. A pair of transmission rods 14 are rotatably connected to the bottom end of the transmission block 13. The end of the transmission rod 14 away from the transmission block 13 is hinged to the middle of the side wall of the support rod 5. The support rod 5 and the transmission rod 14 are distributed in a one-to-one correspondence. A groove is opened on the outer wall of the anchor rod 4. Rotating shafts 15 are fixed to both sides of the bottom of the support rod 5 respectively. The rotating shafts 15 are rotatably connected to the inner wall of the groove.

[0056] The transmission block 13 is slidably connected to the inner cavity of the anchor rod 4. As the concrete is poured, it squeezes the pressure block 12, causing the pressure block 12 to descend and contact the transmission block 13, which in turn drives the transmission block 13 to slide. The transmission rod 14, which is rotatably connected to the bottom surface of the transmission block 13, transmits the hydraulic action to the support rod 5, causing the support rod 5 to rotate around the rotating shaft 15. The top of the support rod 5 rotates out of the groove, causing the support rod 5 to abut against the dam body 1. The fixing direction of the two support rods 5 is opposite to that of the bottom end of the anchor rod 4, forming a barbed structure of the anchor rod 4, which enhances the connection stability between the anchor rod 4 and the dam body 1.

[0057] Furthermore, the sealing assembly includes:

[0058] The threaded seat 16 is fixed to the inner ring side of the top ring 7. The threaded seat 16 has a threaded groove in the center. The threaded groove is connected to the top end of the reinforcing tube 3 in the vertical direction. A disassembly part is provided in the threaded groove. The disassembly part is used to seal the reinforcing tube 3.

[0059] The sealing ring 17 is fixed to the bottom surface of the threaded seat 16, and the sealing ring 17 is arranged around the outer periphery of the threaded groove. The bottom end of the sealing ring 17 abuts against the first baffle 6.

[0060] The disassembly part is connected by the threaded seat 16, which facilitates disassembly and use by personnel. The top end of the reinforcing pipe 3 is sealed by the disassembly part, which improves the sealing performance of the reinforcing pipe 3 after the concrete is poured. The sealing ring 17 is fixed to the bottom surface of the threaded seat 16, and the sealing ring 17 abuts against the first baffle 6 to prevent concrete from overflowing from the top of the first slot when filling the connection and reinforcement area.

[0061] The sealing ring 17 can be made of common rubber sealing rings.

[0062] Furthermore, the disassembly section includes:

[0063] Knob 18 is threaded into the threaded groove.

[0064] The baffle 19 is fixed to the bottom surface of the knob 18. The baffle 19 is a flexible structure, and the bottom surface of the baffle 19 abuts against the top of the reinforcing tube 3.

[0065] By rotating the knob 18, the knob 18 is threaded into the threaded groove, realizing the detachable connection between the knob 18 and the threaded seat 16. The baffle 19 is fixedly attached to the bottom surface of the knob 18. As the knob 18 rotates, the baffle 19 is driven to descend. The baffle 19 is fixedly abutted against the top of the reinforcing tube 3, thus sealing the reinforcing tube 3.

[0066] The baffle 19 can be made of rubber and its diameter should be larger than that of the reinforcing tube 3.

[0067] Furthermore, the connector includes:

[0068] A number of connecting rods 20 are provided along the length of the reinforcing plate 2. The side wall of the reinforcing plate 2 is provided with a slot. The connecting rods 20 slide in the slots. The two ends of the connecting rods 20 are embedded between two relatively distributed slots, and the two slots are respectively located on two adjacent reinforcing plates 2.

[0069] Connecting rods 20 are used to support and fix two adjacent reinforcing plates 2. Several connecting rods 20 are set along the length of the reinforcing plates 2, so that several pairs of reinforcing plates 2 cooperate to form a mesh structure, thereby achieving regional reinforcement and protection of the surface of the dam body 1. The connecting rods 20 are supported and fixed by the slots opened on the reinforcing plates 2.

[0070] Furthermore, an anchor 21 is inserted through the center of the connecting rod 20, and the anchor 21 passes through the connecting rod 20 and is fixed to the dam body 1.

[0071] The connecting rod 20 is fixed by anchor nails 21. As the two ends of the connecting rod 20 are embedded and abut against the two reinforcing plates 2, the connection strength between the reinforcing plates 2 is enhanced.

[0072] Furthermore, the side wall of the reinforcing pipe 3 is provided with several through holes, which are distributed sequentially between the first baffle 6 and the second baffle 8 in the vertical direction.

[0073] The concrete poured into the casting hole is delivered into the reinforcement zone through the through hole. As the reinforcement zone is filled, the concrete solidifies and connects and fixes the reinforcement plate 2 to the dam body 1, effectively enhancing the connection stability of the reinforcement device to the dam body 1.

[0074] Furthermore, a support plate 22 is fixedly connected to the adjacent sides of a pair of reinforcing plates 2, and a hinge shaft 23 is provided between the two oppositely distributed support plates 22. The two support plates 22 are fixedly connected to the rotating end and the fixed end of the hinge shaft 23, respectively.

[0075] The two ends of the reinforcing plates 2 are hinged together by the support plate 22 and the hinge shaft 23, so that the included angle between the two reinforcing plates 2 can be adjusted according to the slope of the dam body 1, and the reinforcing plates 2 can be kept in contact with the surface of the dam body 1.

[0076] This invention provides a construction method for a reservoir reinforcement device:

[0077] By laying several pairs of reinforcing plates 2 on the surface of the dam body 1, and fixing several connecting rods 20 between adjacent reinforcing plates 2 to maintain the same spacing between the pairs of reinforcing plates 2, a second slot is opened corresponding to the first slot position on the reinforcing plate 2, so that the first baffle 6 is embedded in the first slot and the second baffle 8 is embedded in the second slot. By pouring concrete into the reinforcing pipe 3, the concrete is filled into the reinforcing interval through several through holes. After the reinforcing interval is filled, the resulting hydraulic action directly squeezes the pressure block 12, using a rubber sleeve. The hydraulic pressure is transmitted to the transmission block 13 by the rubber sleeve 10 and the flexible sleeve 11. The transmission block 13 squeezes the transmission rod 14, which drives the support rod 5 to extend out of the anchor rod 4, so that the anchor rod 4 can be directly inserted into the dam body 1 to fix the anchor rod 4 and the reinforcement pipe 3. When the pressure of the poured concrete increases to the limit, the pouring stops. The rubber sleeve 10 and the flexible sleeve 11 absorb the hydraulic pressure to prevent the poured concrete from spraying out of the pouring hole. The pouring hole can be sealed by turning the knob 18 to seal the baffle 19. As the concrete solidifies, the reinforcement of the dam body 1 by the reinforcement plate 2 is completed.

[0078] In the description of this invention, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "rear", "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, and are only for the convenience of describing this invention, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this invention.

[0079] The embodiments described above are merely preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Various modifications and improvements made by those skilled in the art to the technical solutions of the present invention without departing from the spirit of the present invention should fall within the protection scope defined by the claims of the present invention.

Claims

1. A reservoir reinforcement device, comprising a dam body (1); characterized in that, Also includes: A pair of reinforcing plates (2) are hinged at their close ends, and several pairs are arranged sequentially along the length of the dam body (1). A connector is provided between any two adjacent reinforcing plates (2). The reinforcing pipe (3) has a first slot on the bottom surface of the reinforcing plate (2) and a second slot on the surface of the dam body (1) corresponding to the first slot. The two ends of the reinforcing pipe (3) are respectively embedded in the first slot and the second slot. The reinforcing pipe (3) defines a reinforcing interval between the first slot and the second slot. A pouring hole is opened at the end of the reinforcing pipe (3) away from the dam body (1). The pouring hole is connected to the reinforcing interval. An anchor rod (4) is fixed at one end of the reinforcing pipe (3) near the dam body (1). The anchor rod (4) passes through the second slot, and a support rod (5) is provided between the anchor rod (4) and the second slot. An adjustment component is provided on the reinforcing pipe (3). Hydraulic pressure is formed in the reinforcing pipe (3) by pouring concrete. Under the action of this hydraulic pressure, the adjustment component extends the support rod (5) into the dam body (1). Also includes: The first baffle (6) is sleeved and fixed to the top of the reinforcing tube (3). A top ring (7) is fixedly connected to the top of the first slot. The top surface of the first baffle (6) abuts against the top ring (7). A sealing component is provided on the inner ring side of the top ring (7). The sealing component is used to seal the top of the reinforcing tube (3). The second baffle (8) is sleeved and fixed to the bottom end of the reinforcing tube (3). The bottom surface of the second baffle (8) abuts against the bottom surface of the second slot. The anchor rod (4) is fixed to the bottom surface of the second baffle (8). A cavity communicating with the reinforcing tube (3) is opened in the anchor rod (4). The support rod (5) is rotatably connected to the side wall of the cavity. The adjustment component includes: A collar (9) is fixedly connected to the inner ring side of the bottom end of the reinforcing tube (3). A rubber sleeve (10) is movably connected to the inner ring side of the collar (9). The top end of the rubber sleeve (10) is positioned above the collar (9) in a horizontal direction, and the bottom end of the rubber sleeve (10) is positioned below the collar (9) in a horizontal direction. A flexible sleeve (11) is fixedly connected between the bottom end of the rubber sleeve (10) and the bottom end of the collar (9). A pressure block (12) is fixed to the top of the rubber sleeve (10). A transmission component is provided inside the reinforcing tube (3). The transmission end of the transmission component is connected to the support rod (5). The pressure block (12) cooperates with the transmission component to extend the support rod (5) into the dam body (1).

2. The reservoir reinforcement device according to claim 1, characterized in that, The transmission component includes: A transmission block (13) is slidably connected inside the anchor rod (4). A pair of transmission rods (14) are rotatably connected to the bottom end of the transmission block (13). The end of the transmission rod (14) away from the transmission block (13) is hinged to the middle of the side wall of the support rod (5). The support rod (5) and the transmission rod (14) are distributed in a one-to-one correspondence. A groove is provided on the outer side wall of the anchor rod (4). A rotating shaft (15) is fixed to both sides of the bottom of the support rod (5). The rotating shaft (15) is rotatably connected to the inner wall of the groove.

3. The reservoir reinforcement device according to claim 1, characterized in that, The sealing assembly includes: A threaded seat (16) is fixed to the inner ring side of the top ring (7). A threaded groove is provided in the center of the threaded seat (16). The threaded groove is connected to the top end of the reinforcing tube (3) in the vertical direction. A disassembly part is provided in the threaded groove. The disassembly part is used to seal the reinforcing tube (3). A sealing ring (17) is fixed to the bottom surface of the threaded seat (16), and the sealing ring (17) is arranged around the outer periphery of the threaded groove. The bottom end of the sealing ring (17) abuts against the first baffle (6).

4. The reservoir reinforcement device according to claim 3, characterized in that, The disassembly section includes: The knob (18) is threaded into the threaded groove; A baffle (19) is fixed to the bottom surface of the knob (18). The baffle (19) is a flexible structure, and the bottom surface of the baffle (19) abuts against the top of the reinforcing tube (3).

5. The reservoir reinforcement device according to claim 1, characterized in that, The connector includes: A number of connecting rods (20) are provided along the length of the reinforcing plate (2). The side wall of the reinforcing plate (2) is provided with a slot. The connecting rods (20) slide with the slots. The two ends of the connecting rods (20) are embedded between two relatively distributed slots, and the two slots are respectively located on two adjacent reinforcing plates (2).

6. The reservoir reinforcement device according to claim 5, characterized in that: An anchor (21) is inserted through the center of the connecting rod (20), and the anchor (21) passes through the connecting rod (20) and is fixed to the dam body (1).

7. The reservoir reinforcement device according to claim 1, characterized in that: The side wall of the reinforcing tube (3) has several through holes, which are distributed at intervals along the vertical direction between the first baffle (6) and the second baffle (8).

8. The reservoir reinforcement device according to claim 1, characterized in that: A pair of reinforcing plates (2) are respectively fixed to the adjacent sides of each other, and a hinge shaft (23) is provided between the two oppositely distributed support plates (22). The two support plates (22) are respectively fixed to the rotating end and the fixed end of the hinge shaft (23).

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