River channel anti-seepage structure
By adopting a combination of reinforcement structure and anti -seepage layer in the old river channel, the problem of loosening and anti -seepage effects caused by water flow and geological conditions due to water flow and geological conditions are solved. Improvement.
Patent Information
- Application Number
- CN202421080635.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-17
- Publication Date
- 2025-01-28
- Estimated Expiration
- 2034-05-17
AI Technical Summary
The existing anti-seepage structure of the river channel does not fully consider the loose and stable soil structure caused by long-term water flow erosion, erosion and geological conditions, which leads to the problem of collapse or poor anti-seepage effect of the river channel during or after the transformation process.
The anti -seepage structure of the river channel includes the reinforcement structure, the geoe film, the anti -penetration concrete layer and the stone layer, and the reinforced pillar -hunging steel mesh and spraying the primary concrete layer by drilling into the sides of the river Realize preliminary anti -seepage effects.
Effectively improve the overall structural strength and anti -seepage effect of the river, resist the scouring and erosion of the water flow, reduce damage to the dam damage, improve the flood control ability, and apply to the old river transformation with limited space.
Smart Images
Figure CN222412841U_ABST
Abstract
Description
Technical Field
[0001] A river channel anti-seepage structure is used for the anti-seepage reconstruction of old river channels and belongs to the technical field of river channel anti-seepage structures. Background Art
[0002] The main purpose of urban river anti-seepage is to ensure the safety and stable operation of the river, prevent the erosion of the river bottom and slope caused by water infiltration, and thus protect the integrity and function of the river. Specifically, through effective anti-seepage measures, the amount of water lost in the river due to infiltration can be reduced and the normal water level of the river can be maintained; preventing water infiltration helps to maintain the stability of the river's water volume and water quality, protect the biodiversity in the river ecosystem, maintain the ecological balance, enhance the stability of the river bank, reduce river bank erosion caused by water scouring, and thus protect the coastal land and ecological environment. The purpose of urban river anti-seepage is to protect the integrity and function of the river, maintain the balance of the river ecosystem, prevent river bank erosion and flood disasters, and ensure the rational use of urban water resources and flood control safety. In actual projects, appropriate anti-seepage measures will be selected according to the actual situation of the river and flood control requirements to ensure the quality and effect of the project.
[0003] However, for the improvement and reconstruction of old urban rivers, the river anti-seepage structure in the existing technology has the following technical problems:
[0004] 1. Failure to fully consider that the old river channel has been affected by long-term water scouring, erosion and geological conditions, resulting in loose soil structure and reduced stability, which may lead to collapse on both sides of the river channel or poor anti-seepage effect during or after the transformation process;
[0005] 2. The river channel anti-seepage structure has a high space requirement, which is not conducive to the renovation of old river channels with limited space. Utility Model Content
[0006] The purpose of the utility model is to provide a river channel anti-seepage structure to solve the problem that the existing river channel anti-seepage structure does not fully take into account the fact that the old river channel has been affected by long-term water scouring, erosion and geological conditions, resulting in loose soil structure and reduced stability, thus easily causing collapse on both sides of the river channel during or after the transformation process or poor anti-seepage effect.
[0007] In order to achieve the above purpose, the technical solution adopted by the utility model is:
[0008] A river channel anti-seepage structure, comprising a reinforcement structure for reinforcing both sides of the river channel, a geomembrane, an anti-seepage concrete layer and a stone layer sequentially arranged on the reinforcement structure;
[0009] The reinforcement structure includes reinforcing columns drilled into both sides of the river channel, steel meshes hung on the reinforcing columns and an initial concrete layer sprayed on the steel meshes.
[0010] Furthermore, the reinforcing column comprises a conical column, an elastic hanging piece obliquely arranged on the conical column, and a fixing piece that movably cooperates with the conical column to fix the steel mesh;
[0011] The elastic hanging piece is located at the cone tip end of the cone column as the lower end.
[0012] Furthermore, a slot is provided on the conical column at the opposite side of the cone tip of the conical column, and a plurality of limit blocks A are provided on the inner wall of the slot at equal intervals along the circumference direction of the inner wall of the slot;
[0013] The fixing member includes a column matched with the slot, on which a limit block B is provided to match with the limit block A to fix the fixing member on the conical column, and a fixing structure is provided on one end of the column to fix the steel mesh.
[0014] Furthermore, along the depth direction of the slot, a plurality of limit blocks A are arranged on the inner wall of the slot.
[0015] Furthermore, the limit block A is provided with a clamping groove which is open on one side and matches with the limit block B; or
[0016] Along the depth direction of the slot, a clamping cavity for accommodating the limit block B is formed between the limit blocks A and between the limit block A and the bottom of the slot;
[0017] The limit block B is slidably matched with the channel formed between two adjacent limit blocks A along the circumference direction of the slot. When the limit block B and the clamping groove or clamping cavity are located in the same horizontal plane, the fixing member can rotate along the circumference direction of the slot.
[0018] Furthermore, the fixing structure includes a fixing plate and a fixing rod arranged on the fixing plate.
[0019] Furthermore, the fixing plate is a circular structure or a square structure.
[0020] Furthermore, the fixing rod is a telescopic rod.
[0021] Compared with the prior art, the advantages of the utility model are:
[0022] 1. When the utility model is used to renovate old river channels, the reinforcing columns in the reinforcement structure are drilled into both sides of the river channel, and a steel mesh and a primary concrete layer are hung thereon to improve the overall structural strength of the river channel and achieve a preliminary anti-seepage effect. It can effectively resist the scouring and erosion of water flow and reduce the damage to the river embankment, thereby improving the flood control capacity of the river channel. That is, the old river channel has been fully considered to have been affected by long-term scouring, erosion and geological conditions, resulting in loose soil structure and reduced stability. The reinforcement structure is used to reinforce the river channel to avoid the problem of river channel collapse or poor anti-seepage effect during or after the renovation process. At the same time, the use of the river channel anti-seepage structure does not require much space, which is conducive to the renovation of old river channels with limited space.
[0023] Second, the reinforcement column in the utility model can be easily drilled into the soil through the conical column and closely combined with the soil, thereby enhancing the stability and bearing capacity of the entire reinforcement structure, and the purpose of setting the elastic hanging piece is to facilitate the conical column to be drilled into the soil, and to stabilize the conical column by its own reset effect, so that the steel mesh can be effectively hung later;
[0024] 3. The utility model sets a slot on the opposite side of the cone tip of the conical column, and sets a plurality of limit blocks A at equal intervals on the inner wall of the slot along the circumference direction of the conical column, so that after the fixing piece is inserted into the slot, the limit block B can be quickly matched with the limit block A for fixing, and at the same time, the fixing structure on the fixing piece can be used to quickly fix the steel mesh on the river channel;
[0025] Fourth, the utility model is provided with a plurality of limit blocks A on the inner wall of the slot along the depth direction of the slot, so that the limit blocks A on the fixing member can be matched with different limit blocks A in the length direction of the slot according to the thickness of different steel meshes or the structure of the river channel, so as to facilitate the steel mesh to be tightly fixed on the river channel;
[0026] 5. The utility model fixes the limit block B by setting a clamping groove with one side opening on the limit block A, which is convenient for limit rotation and is conducive to the fixation of the fixing member; a clamping cavity for accommodating the limit block B is formed between the two limit blocks A and between the limit block A and the bottom of the slot to fix the limit block B, which has a simple structure and can also be quickly fixed;
[0027] 6. The fixing structure in the utility model includes a fixing plate and a fixing rod, which is convenient for fixing the steel bars thereunder by combining the fixing plate and the fixing rod;
[0028] 7. The utility model defines the fixing rod as a telescopic rod, the purpose of which is to facilitate the rotation of the fixing structure after the fixing rod is retracted to avoid it being affected by the uneven river surface, and the extension is to increase the pressing area for pressing the steel mesh onto the river. BRIEF DESCRIPTION OF THE DRAWINGS
[0029] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.
[0030] Figure 1 It is a schematic diagram of the structure of the utility model;
[0031] Figure 2 It is a schematic diagram of the cooperation between the reinforcement column and the steel mesh in the utility model;
[0032] Figure 3 It is a schematic diagram of the expansion of the reinforcing column in the utility model;
[0033] Figure 4 This is the first embodiment of the matching of the fixing member and the limit block A in the utility model;
[0034] Figure 5 This is the second embodiment of the fixing member and the limit block A in the utility model;
[0035] In the figure: 1-reinforcement structure, 2-geomembrane, 3-anti-seepage concrete layer, 4-stone layer, 5-reinforcement column, 6-steel mesh, 7-primary concrete layer, 8-conical column, 9-elastic hanging plate, 10-fixing part, 11-slot, 12-limiting block A, 13-insertion column, 14-limiting block B, 15-fixing structure, 16-clamping groove, 17-clamping cavity, 18-fixing plate, 19-fixing rod. DETAILED DESCRIPTION
[0036] In order to make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is a part of the embodiment of the utility model, not all of the embodiments. Based on the embodiment of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0037] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.
[0038] In the description of the present utility model, it should be noted that if the terms "center", "up", "down", "left", "right", "vertical", "horizontal", "inside", "outside", etc. appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the accompanying drawings, or is the orientation or position relationship in which the utility model product is usually placed when used. It is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present utility model.
[0039] In addition, the terms “first”, “second”, “third”, etc., if used, are merely used to distinguish between the descriptions and should not be understood as indicating or implying relative importance.
[0040] In addition, the terms "horizontal", "vertical", "overhanging", etc. do not mean that the components are required to be absolutely horizontal or overhanging, but can be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly tilted.
[0041] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "install", "connect", "connection", etc. should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0042] It should be noted that, in the absence of conflict, the features in the embodiments of the present invention may be combined with each other.
[0043] Example 1
[0044] In order to solve the problem that the existing technology does not fully consider that the old river channel has been affected by long-term water scouring, erosion and geological conditions, resulting in loose soil structure and reduced stability, which makes it easy for the two sides of the river channel to collapse during or after the transformation process or the problem of poor anti-seepage effect. Figure 1-5 As shown, a river channel anti-seepage structure is provided, including a reinforcement structure 1 for reinforcing both sides of the river channel, a geomembrane 2, an anti-seepage concrete layer 3 and a stone layer 4 arranged on the reinforcement structure 1 in sequence; the reinforcement structure 1 includes reinforcement columns 5 drilled into both sides of the river channel, a steel mesh 6 hung on the reinforcement column 5 and a primary concrete layer 7 sprayed on the steel mesh 6. Each component selects corresponding materials according to requirements.
[0045] In practice, the silt in the old river channel is first cleaned, and then excavation is carried out. Then, the reinforcing columns 5 in the reinforcement structure are drilled into both sides of the river channel, and the steel mesh 6 is hung in turn, and the initial layer of concrete 7 is sprayed for reinforcement. After reinforcement, the geomembrane 2 is laid on the reinforcement structure, the anti-seepage concrete layer 3 and the dry-hanging or wet-hanging stone layer 7 are poured. When renovating old river channels, this embodiment drills the reinforcing columns in the reinforcement structure into both sides of the river channel, and hangs a steel mesh and sprays an initial layer of concrete thereon to improve the overall structural strength of the river channel and achieve a preliminary anti-seepage effect. It can effectively resist the scouring and erosion of water flow and reduce damage to river embankments, thereby improving the flood control capacity of the river channel. That is, it fully considers that the old river channel has been affected by long-term scouring, erosion and geological conditions of water flow, resulting in loose soil structure and reduced stability. The reinforcement structure is used for reinforcement to avoid the problem of river channel collapse or poor anti-seepage effect that is easy to find during or after the renovation process. At the same time, the use of this river channel anti-seepage structure does not require much space, which is conducive to the renovation of old river channels with limited space.
[0046] Example 2
[0047] On the basis of Example 1, the reinforcing column 5 includes a conical column 8, and an elastic hanging piece 9 obliquely arranged on the conical column 8, the inclination angle of the elastic hanging piece 9 is set according to practical needs, such as 10°-20°, and a fixing part 10 that cooperates with the conical column 8 to fix the steel mesh 6; the elastic hanging piece 9 is located at the cone tip end of the conical column as the lower end.
[0048] In practice, the conical column 8 is drilled into the designated position on both sides of the river channel, and the elastic hanging piece 9 is squeezed into the soil. After drilling, due to the reset effect of the elastic hanging piece 9, it is tightly in contact with the soil to avoid the problem of loose fixation of the conical column 8 after drilling. After the conical column 8 is drilled into the soil, a steel mesh is hung on the opposite side of its cone tip and fixed by a fixing piece. Therefore, in this embodiment, the reinforcement column is easily drilled into the soil through the conical column and is tightly combined with the soil, thereby enhancing the stability and bearing capacity of the entire reinforcement structure. The purpose of setting the elastic hanging piece is to facilitate the conical column to be drilled into the soil, and to use its own reset effect to stabilize the conical column, so that the steel mesh can be effectively hung later.
[0049] Example 3
[0050] On the basis of Example 2, a slot 11 is provided on the conical column 8 on the opposite side of the cone tip of the conical column 8, and a plurality of limit blocks A12 are provided on the inner wall of the slot 11 at equal intervals along the circumference direction of the inner wall of the slot 11; the fixing member 10 includes an insertion column 13 matched with the slot 11, and the insertion column 13 is provided with a limit block B14 matched with the limit block A12 to fix the fixing member 10 on the conical column 8, and a fixing structure 15 provided on one end of the insertion column 13 to fix the steel mesh 6.
[0051] In practice, after the steel mesh is hung on the conical column 8, the limit block B14 on the plug column 13 is matched with the limit block A12, so that the limit block A12 limits the fixing member from being separated from the conical column 8. After being fixed, the steel mesh 6 can be fixed on the river channel through the fixing structure 15 on the plug column 13. In this embodiment, a slot is provided on the opposite side of the cone tip of the conical column, and a plurality of limit blocks A are provided at equal intervals on the inner wall of the slot along the circumference direction of the conical column, so that the limit block B can be quickly matched with the limit block A for fixing after the fixing member is inserted into the slot, and the fixing structure on the fixing member can be used to quickly fix the steel mesh on the river channel.
[0052] Example 4
[0053] On the basis of Embodiment 3, a plurality of limit blocks A12 are provided on the inner wall of the slot 11 along the depth direction of the slot 11. Figure 4 , 5 As shown, each group of limit blocks A set along the conical column 8 is two, and of course it can also be set to three, etc., and each group of limit blocks A set along the depth direction of the slot 11 is two, and of course it can also be set to three, etc. It is convenient to make the limit blocks A on the fixing member match with different limit blocks A in the length direction of the slot according to the thickness of different steel meshes or river channel structures, so as to facilitate the steel mesh to be tightly fixed on the river channel. If the exposed part of the conical column 8 is too long after being inserted into the soil, if you want to fix the steel mesh, you need to make the limit block B14 match with the limit block A located on one side of the bottom of the slot 11.
[0054] Example 5
[0055] On the basis of Example 4, Figure 4 As shown, the limit block A12 is provided with a clamping groove 16 with one side open and matched with the limit block B14; or as Figure 5 As shown, along the depth direction of the slot 11, a clamping cavity 17 for accommodating the limit block B14 is formed between each limit block A12 and between the limit block A12 and the bottom of the slot 11; the limit block B14 is slidably matched with the channel formed between two adjacent limit blocks A12 along the circumference direction of the slot 11. When the limit block B14 and the clamping groove 16 or the clamping cavity 17 are located in the same horizontal plane, the fixing member 10 can rotate along the circumference direction of the slot 11.
[0056] In practice, the limit block A12 corresponds to the channel and slides along the channel to the position of the clamping groove 16 or the clamping cavity 17, and when the limit block B14 and the clamping groove 16 or the clamping cavity 17 are located in the same horizontal plane, the fixed part can be rotated to transfer the limit block B14 into the clamping groove 16 and / or the clamping cavity 17. Since one side of the clamping groove 16 is open, the limit block B is transferred into the open side, and the other side plays a role of rotation limitation to achieve positioning rotation, which can effectively avoid the problem of transferring to the clamping groove 16. Therefore, in this embodiment, the limit block B is fixed by setting a clamping groove with an open side on the limit block A, which is convenient for limited rotation and is conducive to the fixation of the fixed part; the limit block B is fixed by forming a clamping cavity for accommodating the limit block B between the two limit blocks A and between the limit block A and the bottom of the slot, which has a simple structure and can also be quickly fixed. Of course, in practice, it is not ruled out that the limit block A can also be fixed by other structures. When the initial concrete layer is poured, the concrete will be poured onto the tapered columns and fixings, and after solidification, the purpose of forming an overall effect is achieved.
[0057] Example 6
[0058] On the basis of Example 5, the fixing structure 15 includes a fixing plate 18 and a fixing rod 19 arranged on the fixing plate 18, so as to facilitate fixing the steel bars thereunder by combining the fixing plate and the fixing rod. The fixing plate 18 is a circular structure or a square structure, and of course, it can also be other structures. The fixing rod 19 is a telescopic rod, the purpose of which is to facilitate rotating the fixing structure after the fixing rod is retracted to avoid it being affected by the uneven river surface, and the extension is to increase the pressing area for pressing the steel mesh onto the river.
Claims
1. A river channel anti-seepage structure, characterized in that: It comprises a reinforcement structure (1) for reinforcing both sides of a river channel, a geomembrane (2), an impermeable concrete layer (3) and a stone layer (4) arranged in sequence on the reinforcement structure (1); The reinforcement structure (1) comprises reinforcement columns (5) drilled into both sides of the river channel, a steel mesh (6) hung on the reinforcement columns (5) and an initial concrete layer (7) sprayed on the steel mesh (6).
2. A river channel anti-seepage structure according to claim 1, characterized in that: The reinforcing column (5) comprises a conical column (8), an elastic hanging piece (9) obliquely arranged on the conical column (8), and a fixing member (10) that movably cooperates with the conical column (8) to fix the steel mesh (6); The elastic hanging piece (9) is located at the cone tip end of the cone column as the lower end.
3. A river channel anti-seepage structure according to claim 2, characterized in that: A slot (11) is provided on the conical column (8) on the opposite side of the conical tip of the conical column (8), and a plurality of limit blocks A (12) are provided on the inner wall of the slot (11) at equal intervals along the circumference direction of the inner wall of the slot (11); The fixing member (10) comprises an inserting column (13) matched with the slot (11), the inserting column (13) is provided with a limiting block B (14) matched with a limiting block A (12) to fix the fixing member (10) on the conical column (8), and a fixing structure (15) arranged at one end of the inserting column (13) to fix the steel mesh (6).
4. A river channel anti-seepage structure according to claim 3, characterized in that: Along the depth direction of the slot (11), a plurality of limit blocks A (12) are arranged on the inner wall of the slot (11).
5. A river channel anti-seepage structure according to claim 4, characterized in that: The limit block A (12) is provided with a clamping groove (16) with one side open and matching with the limit block B (14); or Along the depth direction of the slot (11), a clamping cavity (17) for accommodating the limit block B (14) is formed between each of the limit blocks A (12) and between the limit block A (12) and the bottom of the slot (11); The limit block B (14) is slidably matched with a channel formed between two adjacent limit blocks A (12) along the circumference direction of the slot (11); when the limit block B (14) and the clamping groove (16) or the clamping cavity (17) are located in the same horizontal plane, the fixing member (10) can rotate along the circumference direction of the slot (11).
6. A river channel anti-seepage structure according to claim 5, characterized in that: The fixing structure (15) comprises a fixing plate (18) and a fixing rod (19) arranged on the fixing plate (18).
7. A river channel anti-seepage structure according to claim 6, characterized in that: The fixing plate (18) is a circular structure or a square structure.
8. A river channel anti-seepage structure according to claim 7, characterized in that: The fixing rod (19) is a telescopic rod.