Water seepage prevention concrete panel structure of water conservancy dam

Abstract

The utility model discloses a water conservancy dam anti-seepage concrete panel structure which comprises a concrete panel body, and one side of the concrete panel body is connected with the other side of the other concrete panel body through a splicing connecting assembly. The splicing connecting assembly comprises an L-shaped first splicing plate arranged on one side of one concrete panel body, a second splicing plate spliced with the first splicing plate on the other concrete panel body in a matched mode is arranged on the other side of the concrete panel body, and a plurality of limiting splicing grooves distributed at equal intervals are formed in the outer end of the first splicing plate. The first splice plate and the second splice plate can be limited, the situation that the first splice plate and the second splice plate are separated is avoided, the stability after the two concrete panel main bodies are spliced is improved, the integrity and the anti-seismic adaptability of the water conservancy dam water seepage prevention concrete panel structure are improved, and the water conservancy dam water seepage prevention concrete panel structure is suitable for popularization and application. And the wall has the characteristics of being convenient to prefabricate and splice, and is higher in practicability.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy dam technology, specifically to a water-proof concrete panel structure for water conservancy dams. Background Technology

[0002] Currently, there are a large number of dilapidated reservoirs. Due to their age, the dam body and foundation have serious seepage, making them unable to perform their normal functions. The technologies used for dam seepage prevention now include curtain grouting, concrete anti-seepage panels, and high-pressure jet grouting. Among these, concrete anti-seepage panels are frequently used due to their lower material cost.

[0003] According to Chinese Patent Application No. CN202122938539.X, a concrete panel structure for dam seepage prevention is disclosed, relating to the field of dam seepage prevention technology. This utility model includes a concrete panel body, with a splicing component on one side and a splicing groove on the other side. The splicing component and the splicing groove are used to splice multiple concrete panel bodies. The top and bottom of the splicing component are equipped with locking components. This utility model, through the structural design of the splicing component, allows for guidance during panel use, making pouring and splicing more convenient. It also provides greater stability after pouring and splicing, ensuring seepage prevention. The locking component design facilitates easier panel positioning and splicing without repeated alignment, thus not affecting construction progress. Although tension springs, locking blocks, T-shaped sliders, and guide limiting blocks can be used to splice two concrete panels, these methods are complex, inconvenient for prefabrication and splicing, and leave internal gaps at the splice points, making them prone to damage and less practical. Summary of the Invention

[0004] To address the shortcomings of existing technologies, this utility model provides a seepage-proof concrete panel structure for water conservancy dams.

[0005] To solve the above-mentioned technical problems, this utility model provides the following technical solution:

[0006] This utility model discloses a concrete panel structure for seepage prevention in a water conservancy dam, comprising a concrete panel body. One side of the concrete panel body is connected to the other side of another concrete panel body via a splicing connection component. The splicing connection component includes an L-shaped first splicing plate on one side of the concrete panel body, and a second splicing plate on the other side of the concrete panel body that matches and splices with the first splicing plate on the other concrete panel body. The outer end of the first splicing plate is provided with a plurality of equidistantly distributed limiting splicing grooves, and the second splicing plate is provided with a plurality of limiting splicing blocks that match the limiting splicing grooves.

[0007] As a preferred technical solution of this utility model, after the first splicing plate and the second splicing plate are spliced ​​together, the first splicing plate and the second splicing plate are connected by a limiting connection component.

[0008] As a preferred technical solution of this utility model, the limiting connection component includes a first connecting hole formed on the first splicing plate and passing through the limiting splicing groove, and a second connecting hole corresponding to the first connecting hole is formed on the limiting splicing block.

[0009] As a preferred technical solution of this utility model, when the limiting splicing block and the limiting splicing groove are matched and engaged, the multiple first connecting holes and the multiple second connecting holes are in a straight line.

[0010] As a preferred embodiment of this utility model, the cross-section of the first connecting hole and the second connecting hole is rectangular and the dimensions are equal. A limiting connecting rod that matches the first connecting hole and the second connecting hole is inserted inside the first connecting hole and the second connecting hole.

[0011] As a preferred technical solution of this utility model, the top of the first splicing plate is provided with a limiting groove located at the first connecting hole, and the top of the limiting connecting rod is provided with a positioning block that matches the limiting groove.

[0012] As a preferred technical solution of this utility model, a copper waterstop is provided at the connection between the first splicing plate and the second splicing plate, and SR plastic filler is filled on the outside of the connection between the first splicing plate and the second splicing plate.

[0013] As a preferred technical solution of this utility model, a limiting groove is provided on one side of the concrete panel body, and a limiting strip that matches and engages with the limiting groove is provided on one side of the copper waterstop.

[0014] As a preferred technical solution of this utility model, the surface of the concrete panel body is sprayed with an ultra-high toughness cement-based composite material layer.

[0015] The beneficial effects of this utility model are:

[0016] 1. In this type of water conservancy dam seepage-proof concrete panel structure, when splicing two concrete panel bodies, the first splicing plate of one concrete panel body matches and splices with the second splicing plate of the other concrete panel body. At the same time, the limiting splicing block matches the limiting splicing groove, which facilitates the splicing of the two concrete panel bodies.

[0017] 2. In this type of anti-seepage concrete panel structure for water conservancy dams, after the first and second splicing plates are matched and snapped together, multiple first connecting holes and multiple second connecting holes are aligned in a straight line. Inserting the limiting connecting rod into the first and second connecting holes can limit the first and second splicing plates, preventing them from separating. This improves the stability of the two concrete panel bodies after splicing, enhances the overall integrity and seismic adaptability of the anti-seepage concrete panel structure for water conservancy dams, and features easy prefabrication and splicing, making it more practical. After splicing, there are no gaps inside, preventing damage to the splice joint. Attached Figure Description

[0018] The accompanying drawings are provided to further illustrate the present invention and form part of the specification. They are used together with the embodiments of the present invention to explain the present invention, but do not constitute a limitation thereof. In the drawings:

[0019] Figure 1 This is a schematic diagram of the connection structure between two concrete panels of a water conservancy dam seepage-proof concrete panel structure according to the present invention.

[0020] Figure 2 This is an enlarged structural schematic diagram of the splicing and connection components of a water conservancy dam seepage-proof concrete panel structure according to this utility model;

[0021] Figure 3 This is a structural schematic diagram of a water conservancy dam seepage-proof concrete panel structure according to the present invention;

[0022] Figure 4 This is a schematic diagram of the second splicing plate structure of a water conservancy dam seepage-proof concrete panel structure according to the present invention;

[0023] Figure 5 This is a schematic diagram of a copper waterstop sheet structure for a water-conservancy dam seepage-proof concrete panel structure according to the present invention;

[0024] Figure 6 This is a schematic diagram of a limiting linkage structure for a water-conservancy dam seepage-proof concrete panel structure according to the present invention;

[0025] Figure 7 This is a schematic diagram of an ultra-high toughness cement-based composite material layer structure for a water-conservancy dam seepage-proof concrete panel structure.

[0026] In the diagram: 1. Concrete panel main body; 2. Splicing connection component; 201. First splicing plate; 202. Second splicing plate; 203. Limiting splicing groove; 204. Limiting splicing block; 205. Limiting connection component; 2051. First connecting hole; 2052. Second connecting hole; 2053. Limiting connecting rod; 2054. Limiting groove; 2055. Positioning block; 3. Copper waterstop plate; 4. SR plastic filler; 5. Ultra-high toughness cement-based composite material layer; 6. Limiting slot; 7. Limiting strip. Detailed Implementation

[0027] The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0028] Example: Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, this utility model discloses a seepage-proof concrete panel structure for a water conservancy dam, comprising a concrete panel body 1. One side of the concrete panel body 1 is connected to the other side of another concrete panel body 1 via a splicing and connecting component 2. The splicing and connecting component 2 includes an L-shaped first splicing plate 201 disposed on one side of the concrete panel body 1, and a second splicing plate 202 disposed on the other side of the concrete panel body 1 to match and splice with the first splicing plate 201 on the other concrete panel body 1. The outer end of the first splicing plate 201 is provided with a plurality of equidistantly distributed limiting splicing grooves 203, and the second splicing plate 202 is provided with a plurality of limiting splicing blocks 204 that match the limiting splicing grooves 203. When splicing the two concrete panel bodies 1, the first splicing plate 201 of one concrete panel body 1 is matched and spliced ​​with the second splicing plate 202 of the other concrete panel body 1. At the same time, the limiting splicing blocks 204 match the limiting splicing grooves 203, which facilitates the splicing of the two concrete panel bodies 1.

[0029] Specifically, such as Figure 2 , Figure 3 , Figure 4 and Figure 6As shown, after the first splicing plate 201 and the second splicing plate 202 are spliced ​​together, the first splicing plate 201 and the second splicing plate 202 are connected by a limiting connection component 205. The limiting connection component 205 includes a first connecting hole 2051 opened on the first splicing plate 201 and passing through the limiting splicing groove 203. A second connecting hole 2052 corresponding to the first connecting hole 2051 is opened on the limiting splicing block 204. When the limiting splicing block 204 matches and engages with the limiting splicing groove 203, the multiple first connecting holes 2051 and the multiple second connecting holes 2052 are in a straight line. The cross-section of the first connecting hole 2051 and the second connecting hole 2052 is rectangular and the dimensions are equal. A limiting connecting rod 2053 matching the first connecting hole 2051 and the second connecting hole 2052 passes through the first connecting hole 2051 and the second connecting hole 2052. The first splicing plate The top of 201 is provided with a limiting groove 2054 located at the first connecting hole 2051, and the top of the limiting connecting rod 2053 is provided with a positioning block 2055 that matches the limiting groove 2054. After the first splicing plate 201 and the second splicing plate 202 are matched and snapped together, the multiple first connecting holes 2051 and the multiple second connecting holes 2052 are in a straight line. When the limiting connecting rod 2053 is inserted into the first connecting hole 2051 and the second connecting hole 2052, the first splicing plate 201 and the second splicing plate 202 can be limited, avoiding the separation of the first splicing plate 201 and the second splicing plate 202. This improves the stability of the two concrete panel bodies 1 after splicing, enhances the integrity and seismic adaptability of the anti-seepage concrete panel structure of the water conservancy dam, and has the characteristics of easy prefabrication and easy splicing, making it more practical. There will be no gaps inside after splicing, avoiding the situation of the splice being crushed.

[0030] Specifically, such as Figure 2 As shown, a copper waterstop 3 is provided at the connection between the first splicing plate 201 and the second splicing plate 202, and SR plastic filler 4 is filled on the outside of the connection between the first splicing plate 201 and the second splicing plate 202 to form a double-layer waterstop, which has better anti-seepage performance.

[0031] Specifically, such as Figure 3 and Figure 5 As shown, a limiting groove 6 is provided on one side of the concrete panel body 1, and a limiting strip 7 is provided on one side of the copper waterstop 3 to match and engage with the limiting groove 6. The limiting groove 6 and the limiting strip 7 engage with each other, which improves the stability of the copper waterstop 3.

[0032] Specifically, such as Figure 7 As shown, the surface of the concrete panel body 1 is sprayed with an ultra-high toughness cement-based composite material layer 5. The ultra-high toughness cement-based composite material layer 5 has a strong deformation capacity and a crack-free dispersion characteristic, which improves impermeability and durability.

[0033] During operation, this type of anti-seepage concrete panel structure for water conservancy dams, when splicing two concrete panel bodies 1, ensures that the first splicing plate 201 of one concrete panel body 1 matches and splices with the second splicing plate 202 of the other concrete panel body 1. Simultaneously, the limiting splicing block 204 matches the limiting splicing groove 203, facilitating the splicing of the two concrete panel bodies 1. After the first splicing plate 201 and the second splicing plate 202 are matched and engaged, the multiple first connecting holes 2051 and the multiple second connecting holes 2052 are aligned in a straight line. The limiting connecting rod 2053 is inserted into the first connecting hole 2051 and the second connecting hole 2052 to limit the first splicing plate 201 and the second splicing plate 202, preventing the separation of the first splicing plate 201 and the second splicing plate 202. This improves the stability of the two concrete panel bodies 1 after splicing, enhances the integrity and seismic adaptability of the anti-seepage concrete panel structure of the water conservancy dam, and has the characteristics of easy prefabrication and splicing, making it more practical. There will be no gaps inside after splicing, avoiding the situation of the splice being crushed.

[0034] Finally, it should be noted that the above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A water retaining dam seepage-proof concrete face slab structure comprising a concrete face slab body (1), characterized in that, One side of the concrete panel body (1) is connected to the other side of another concrete panel body (1) via a splicing connection component (2); The splicing connection assembly (2) includes an L-shaped first splicing plate (201) on one side of the concrete panel body (1), and a second splicing plate (202) on the other side of the concrete panel body (1) that matches and splices with the first splicing plate (201) on another concrete panel body (1). The outer end of the first splicing plate (201) is provided with a plurality of equally spaced limiting splicing grooves (203), and the second splicing plate (202) is provided with a plurality of limiting splicing blocks (204) that match the limiting splicing grooves (203).

2. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 1 wherein, After the first splicing plate (201) and the second splicing plate (202) are spliced ​​together, the first splicing plate (201) and the second splicing plate (202) are connected by a limiting connection component (205).

3. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 2 wherein, The limiting connection component (205) includes a first connection hole (2051) opened on the first splicing plate (201) and passing through the limiting splicing groove (203), and a second connection hole (2052) corresponding to the first connection hole (2051) opened on the limiting splicing block (204).

4. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 3 wherein, When the limiting splicing block (204) and the limiting splicing groove (203) are matched and engaged, the multiple first connecting holes (2051) and the multiple second connecting holes (2052) are in a straight line.

5. The anti-seepage concrete panel structure for a hydraulic dam according to claim 4, characterized in that, The first connecting hole (2051) and the second connecting hole (2052) have rectangular cross-sections and equal dimensions. Limiting rods (2053) matching the first connecting hole (2051) and the second connecting hole (2052) are inserted inside the first connecting hole (2051) and the second connecting hole (2052).

6. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 5 wherein, The top of the first splicing plate (201) is provided with a limiting groove (2054) located at the first connecting hole (2051), and the top of the limiting link (2053) is provided with a positioning block (2055) that matches the limiting groove (2054).

7. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 1 wherein, A copper waterstop (3) is provided at the connection between the first splicing plate (201) and the second splicing plate (202), and SR plastic filler (4) is filled on the outside of the connection between the first splicing plate (201) and the second splicing plate (202).

8. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 7 wherein, The concrete panel body (1) is provided with a limiting groove (6) on one side, and a limiting strip (7) that matches and engages with the limiting groove (6) on one side of the copper waterstop (3).

9. A water retaining dam seepage-proofing concrete face slab structure as claimed in claim 1 wherein, The surface of the concrete panel body (1) is sprayed with an ultra-high toughness cement-based composite material layer (5).

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