Water conservancy dike reinforcing device based on impact resistance

Abstract

The utility model relates to the technical field of water conservancy dike engineering, and discloses a water conservancy dike reinforcing device based on impact resistance, which comprises a dike body, a primary side slope is arranged at the top of the front surface of the dike body, a secondary side slope is arranged at the bottom of the front surface of the dike body, and a platform is arranged at the middle section of the surface of the dike body. An anti-impact mechanism is arranged on the surface of the dam body, an auxiliary reinforcing mechanism is arranged on the surface of the dam body, when waves impact the surface of the dam body, the waves can directly impact a manger board and a buffer board, at the moment, an installation fixing base, a spring column and a telescopic column can absorb the impact force, and the direct impact of the impact force on the dam body is prevented; and meanwhile, the first-stage side slope, the second-stage side slope and the platform are arranged on the surface of the dam body, water flow impact is relieved through segmented design, impact on the dam body is further reduced, and the service cycle and the service life of the whole dam body are effectively prolonged.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy and embankment engineering technology, specifically to a water conservancy and embankment reinforcement device based on impact resistance. Background Technology

[0002] A dam is a general term encompassing both dikes and dams, and also refers to structures and buildings used for flood control and water retention. For example, it's crucial to expedite the construction of dams to prevent flooding. Modern dams are mainly divided into two categories: earth-rock dams and concrete dams. In recent years, large dams have adopted high-tech reinforced concrete construction methods.

[0003] According to a patent application published on the internet (authorization announcement number: CN220789643U), "This utility model discloses a dam reinforcement device for water conservancy projects, including a dam body, a reinforcement wall set at the rear side of the dam body, and a reinforcement connection between the dam body and the reinforcement wall through anchor bars. The two ends of the anchor bars extend into the interior of the dam body and the reinforcement wall, respectively. The top of the dam body is an arc-shaped buffer slope, and its bottom is set with a stepped structure. Multiple water outlets are set at the arc-shaped buffer slope of the dam body, and multiple water inlets are set at the stepped position at the bottom of the dam body. The water outlets and water inlets are connected to form a flow guiding channel. This utility model uses a reinforcement wall to reinforce the dam body, which improves the stability of the dam body, avoids the impact of water flow on the stability of the dam body, extends the service life of the dam, and ensures the normal operation of the dam."

[0004] Based on the above, the applicant believes the following deficiencies exist:

[0005] This dam reinforcement device for water conservancy projects includes a dam body. This utility model uses reinforced walls to strengthen the dam body, improving its stability and preventing water flow impact from affecting its stability, thus extending the dam's service life and ensuring its normal operation. However, the dam surface lacks buffering elements. When the dam has a long service life, its overall stability is low. Prolonged water flow impact on the dam surface means the device cannot buffer and absorb the force of wave impact, which can lead to aging or cracking of the dam surface over time, severely affecting its use. Utility Model Content

[0006] The purpose of this invention is to provide an impact-resistant hydraulic dike reinforcement device to solve the problems mentioned in the background art.

[0007] To achieve the above objectives, this utility model provides the following technical solution: a hydraulic embankment reinforcement device based on impact resistance, comprising an embankment body, wherein a primary slope is provided at the top of the front of the embankment body, a secondary slope is provided at the bottom of the front of the embankment body, a platform is provided in the middle section of the surface of the embankment body, an impact resistance mechanism is provided on the surface of the embankment body, and an auxiliary reinforcement mechanism is provided on the surface of the embankment body.

[0008] The impact-resistant mechanism includes a bottom reinforcement frame installed on the secondary slope surface, a top reinforcement frame installed on the primary slope surface, an inner-cast concrete reinforcement layer fixedly connected inside the bottom and top reinforcement frames, an outer soil reinforcement layer on top of the inner-cast concrete reinforcement layer, and installation openings on the surfaces of the inner-cast concrete reinforcement layer and the outer soil reinforcement layer. Fixed seats are installed at the top and middle sections of the dam body, with telescopic columns fixedly connected to the front of each fixed seat. Installation fixed seats are installed inside the installation openings, with spring columns fixedly connected to the top of each installation fixed seat, and hollow damping telescopic columns fixedly connected to the top of each installation fixed seat. Wave-breaking plates are fixedly connected to the top of the hollow damping telescopic columns, and buffer plates are installed on the top of the wave-breaking plates. Drainage holes are provided on the surfaces of both the buffer plates and the wave-breaking plates.

[0009] Preferably, the inner cast-in-place concrete reinforcement layer and the outer soil reinforcement layer are provided in two sets, and the installation port is installed on the surface of the primary slope and the secondary slope.

[0010] Preferably, the spring column is disposed inside the hollow damping telescopic column, and both the spring column and the hollow damping telescopic column are fixedly connected to the bottom of the wave deflector.

[0011] Preferably, two sets of fixed seats are provided, and the telescopic column is fixedly connected to the top of the back of the wave deflector.

[0012] Preferably, the auxiliary reinforcement mechanism includes a top reinforcement plate installed on the top of the dam body. A concrete grid reinforcement plate is installed at the front end of the top reinforcement plate. The dam body has a top inner cavity with a top reinforcing steel frame installed inside. The dam body also has a bottom inner cavity with a bottom reinforcing steel frame installed inside. A platform reinforcement layer is provided on the top of the platform, and a water-slowing gravel trough is provided on the surface of the platform reinforcement layer. The top of the dam body is provided with the top reinforcement plate and the concrete grid reinforcement plate. The top of the dam body is protected by the top reinforcement plate and the concrete grid reinforcement plate. Green plants are planted at the intervals of the top reinforcement plate to increase the stability of the soil on the surface of the dam body. At the same time, the water-slowing gravel trough on the platform surface is filled with gravel to form a protective layer. The gaps between the gravel absorb the impact of the water flow. The auxiliary reinforcement mechanism works in conjunction with the impact-resistant mechanism to greatly improve the overall lifespan of the dam body.

[0013] Preferably, the top cavity is located at the top of the dam body, and the bottom cavity is located at the bottom of the dam body.

[0014] Compared with the prior art, this utility model provides a hydraulic dike reinforcement device based on impact resistance, which has the following beneficial effects:

[0015] This impact-resistant water conservancy embankment reinforcement device is equipped with an impact-resistant mechanism. When waves impact the surface of the embankment, they directly impact the wave-breaking plates and buffer plates. At this time, the fixed seats, spring columns, and telescopic columns will absorb the impact force, preventing the impact force from directly impacting the embankment body and reducing the impact force on the embankment body. At the same time, the surface of the embankment body is equipped with primary slopes, secondary slopes, and platforms. Through segmented design, the impact of water flow is mitigated, further reducing the impact on the embankment body and effectively improving the overall service life and lifespan of the embankment body.

[0016] This impact-resistant water conservancy embankment reinforcement device is equipped with an auxiliary reinforcement mechanism. The top of the embankment body is equipped with a top reinforcement plate and a concrete grid reinforcement plate. The top of the embankment body is protected by the top reinforcement plate and the concrete grid reinforcement plate. Green plants are planted at the intervals of the top reinforcement plate to increase the stability of the soil on the surface of the embankment body. At the same time, the water-slowing gravel trough on the platform surface is filled with gravel to form a protective layer. The gaps between the gravel absorb the impact force of the water flow. The auxiliary reinforcement mechanism works in conjunction with the impact-resistant mechanism to greatly improve the overall service life of the embankment body. Attached Figure Description

[0017] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0018] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0019] Figure 2 This is a schematic diagram of the detached impact-resistant mechanism of the present invention.

[0020] Figure 3 This is a schematic diagram of the impact-resistant structure of this utility model;

[0021] Figure 4 This is a schematic diagram of the structural auxiliary reinforcement mechanism of this utility model.

[0022] In the diagram: 1. Dam body; 2. Primary slope; 3. Secondary slope; 4. Platform; 5. Impact-resistant mechanism; 51. Bottom reinforcement frame; 52. Top reinforcement frame; 53. Inner poured concrete reinforcement layer; 54. Outer soil reinforcement layer; 55. Installation port; 56. Fixing seat; 57. Telescopic column; 58. Installation fixing seat; 59. Spring column; 501. Hollow damping telescopic column; 502. Wave baffle; 503. Buffer plate; 504. Drainage hole; 6. Auxiliary reinforcement mechanism; 61. Top reinforcement plate; 62. Concrete grid reinforcement plate; 63. Top inner cavity; 64. Top reinforced steel frame; 65. Bottom inner cavity; 66. Bottom reinforced steel frame; 67. Platform reinforcement layer; 68. Slow-flow gravel trough. Detailed Implementation

[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0024] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0025] This utility model provides the following technical solution: Example 1

[0026] Please see Figure 1-4 An impact-resistant water conservancy dike reinforcement device includes a dike body 1, a primary slope 2 is provided on the top front of the dike body 1, a secondary slope 3 is provided on the bottom front of the dike body 1, a platform 4 is provided in the middle section of the surface of the dike body 1, an impact-resistant mechanism 5 is provided on the surface of the dike body 1, and an auxiliary reinforcement mechanism 6 is provided on the surface of the dike body 1.

[0027] The impact-resistant mechanism 5 includes a bottom reinforcement frame 51, which is installed on the surface of the secondary slope 3. A top reinforcement frame 52 is installed on the surface of the primary slope 2. An inner-cast concrete reinforcement layer 53 is fixedly connected inside the bottom reinforcement frame 51 and the top reinforcement frame 52. An outer soil reinforcement layer 54 is provided on top of the inner-cast concrete reinforcement layer 53. Installation openings 55 are provided on the surfaces of the inner-cast concrete reinforcement layer 53 and the outer soil reinforcement layer 54. Fixing seats 56 are installed at the top and middle sections of the dam body 1. Telescopic columns 57 are fixedly connected to the front of the fixing seats 56. An installation fixing seat 58 is installed inside the installation opening 55. A spring column 59 is fixedly connected to the top of the installation fixing seat 58. A hollow damping telescopic column 501 is fixedly connected to the top of the installation fixing seat 58. A wave-blocking plate 502 is fixedly connected to the top of the air damping telescopic column 501. A buffer plate 503 is installed on the top of the wave-blocking plate 502. Drainage holes 504 are opened on the surface of both the buffer plate 503 and the wave-blocking plate 502. When waves impact the surface of the dam body 1, they will directly impact the wave-blocking plate 502 and the buffer plate 503. At this time, the fixed seat 58, spring column 59 and telescopic column 57 will absorb the impact force, preventing the impact force from directly impacting the dam body 1 and reducing the impact force on the dam body 1. At the same time, the surface of the dam body 1 is provided with a primary slope 2, a secondary slope 3 and a platform 4. Through the segmented design, the impact of water flow is reduced, further reducing the impact on the dam body 1 and effectively improving the overall service life and service life of the dam body 1.

[0028] Two sets of internally poured concrete reinforcement layer 53 and external soil reinforcement layer 54 are provided, and the installation port 55 is installed on the surface of the first-level slope 2 and the second-level slope 3.

[0029] Spring column 59 is installed inside hollow damping telescopic column 501, and both spring column 59 and hollow damping telescopic column 501 are fixedly connected to the bottom of wave deflector 502.

[0030] Two sets of fixed bases 56 are provided, and telescopic columns 57 are fixedly connected to the top of the back of the wave deflector 502. Example 2

[0031] Please see Figure 1-4Furthermore, based on Embodiment 1, the auxiliary reinforcement mechanism 6 includes a top reinforcement plate 61, which is installed on the top of the dam body 1. A concrete grid reinforcement plate 62 is installed at the front end of the top of the top reinforcement plate 61. A top inner cavity 63 is formed inside the dam body 1, and a top reinforcing steel frame 64 is installed inside the top inner cavity 63. A bottom inner cavity 65 is formed inside the dam body 1, and a bottom reinforcing steel frame 66 is installed inside the bottom inner cavity 65. A platform reinforcement layer 67 is provided on the top of the platform 4, and water-slowing gravel is formed on the surface of the platform reinforcement layer 67. The top of the dam body 1 is equipped with a top reinforcement plate 61 and a concrete grid reinforcement plate 62. The top of the dam body 1 is protected by the top reinforcement plate 61 and the concrete grid reinforcement plate 62. Green plants are planted at the intervals of the top reinforcement plate 61 to increase the stability of the soil on the surface of the dam body 1. At the same time, the water-slowing gravel trough 68 on the surface of the platform 4 is filled with gravel to form a protective layer. The water flow impact force is absorbed through the gaps between the gravel. The reinforcement mechanism 6 works in conjunction with the impact-resistant mechanism 5 to greatly improve the overall service life of the dam body 1.

[0032] The top cavity 63 is located at the top of the dam body 1, and the bottom cavity 65 is located at the bottom of the dam body 1.

[0033] In actual operation, when this device is used, when waves impact the surface of the dam body 1, they will directly impact the wave-breaking plate 502 and the buffer plate 503. At this time, the fixed base 58, spring column 59 and telescopic column 57 will absorb the impact force, preventing the impact force from directly impacting the dam body 1, thus reducing the impact force on the dam body 1. At the same time, the surface of the dam body 1 is provided with a primary slope 2, a secondary slope 3 and a platform 4. Through segmented design, the impact of water flow is mitigated, further reducing the impact on the dam body 1, effectively improving the overall service life and service life of the dam body 1.

[0034] The top of the dam body 1 is equipped with a top reinforcement plate 61 and a concrete grid reinforcement plate 62. The top of the dam body 1 is protected by the top reinforcement plate 61 and the concrete grid reinforcement plate 62. Green plants are planted at the intervals of the top reinforcement plate 61 to increase the stability of the soil on the surface of the dam body 1. At the same time, the water-slowing gravel trough 68 on the surface of the platform 4 is filled with gravel to form a protective layer. The gaps between the gravel absorb the impact of the water flow. The reinforcement mechanism 6 works in conjunction with the impact-resistant mechanism 5 to greatly improve the overall service life of the dam body 1.

[0035] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

Claims

1. A hydraulic dike reinforcement device based on impact resistance, comprising a dike body (1), characterized in that: The dam body (1) has a first-level slope (2) at the top front, a second-level slope (3) at the bottom front, a platform (4) in the middle section of the surface of the dam body (1), an anti-impact mechanism (5) on the surface of the dam body (1), and an auxiliary reinforcement mechanism (6) on the surface of the dam body (1). The impact-resistant mechanism (5) includes a bottom reinforcement frame (51), which is installed on the surface of the secondary slope (3). A top reinforcement frame (52) is installed on the surface of the primary slope (2). An inner-cast concrete reinforcement layer (53) is fixedly connected inside the bottom reinforcement frame (51) and the top reinforcement frame (52). An outer soil reinforcement layer (54) is provided on the top of the inner-cast concrete reinforcement layer (53). An installation port (55) is opened on the surface of the inner-cast concrete reinforcement layer (53) and the outer soil reinforcement layer (54). The top and middle sections of the dam body (1) are equipped with... The device is equipped with a fixed base (56), and a telescopic column (57) is fixedly connected to the front of the fixed base (56). An installation fixed base (58) is installed inside the installation port (55). A spring column (59) is fixedly connected to the top of the installation fixed base (58). A hollow damping telescopic column (501) is fixedly connected to the top of the installation fixed base (58). A wave baffle (502) is fixedly connected to the top of the hollow damping telescopic column (501). A buffer plate (503) is installed on the top of the wave baffle (502). Drainage holes (504) are opened on the surfaces of the buffer plate (503) and the wave baffle (502).

2. The hydraulic dike reinforcement device based on impact resistance according to claim 1, characterized in that: The inner cast concrete reinforcement layer (53) and the outer soil reinforcement layer (54) are provided in two sets, and the installation port (55) is installed on the surface of the first-level slope (2) and the second-level slope (3).

3. The hydraulic dike reinforcement device based on impact resistance according to claim 1, characterized in that: The spring column (59) is located inside the hollow damping telescopic column (501), and both the spring column (59) and the hollow damping telescopic column (501) are fixedly connected to the bottom of the wave deflector (502).

4. The hydraulic dike reinforcement device based on impact resistance according to claim 1, characterized in that: Two sets of fixed seats (56) are provided, and the telescopic column (57) is fixedly connected to the top of the back of the wave deflector (502).

5. The hydraulic dike reinforcement device based on impact resistance according to claim 1, characterized in that: The auxiliary reinforcement mechanism (6) includes a top reinforcement plate (61), which is installed on the top of the dam body (1). A concrete grid reinforcement plate (62) is installed at the front end of the top of the top reinforcement plate (61). A top inner cavity (63) is opened inside the dam body (1). A top reinforcing steel frame (64) is installed inside the top inner cavity (63). A bottom inner cavity (65) is opened inside the dam body (1). A bottom reinforcing steel frame (66) is installed inside the bottom inner cavity (65). A platform reinforcement layer (67) is provided on the top of the platform (4). A water-slowing gravel trough (68) is opened on the surface of the platform reinforcement layer (67).

6. The hydraulic dike reinforcement device based on impact resistance according to claim 5, characterized in that: The top cavity (63) is located at the top of the dam body (1), and the bottom cavity (65) is located at the bottom of the dam body (1).

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