Wear-resistant hydraulic engineering reinforced concrete protection structure
By pouring nano SiO2 wear-resistant layer in the reinforced concrete protective structure of water conservancy engineering and combining slots, inserts and barb structures, the problem of the protective layer and the concrete layer not being firmly bonded is solved, the connection stability and structural stability are improved, the service life is extended and the compressive strength is enhanced.
Patent Information
- Application Number
- CN202423275518.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-28
- Publication Date
- 2025-08-26
- Estimated Expiration
- 2034-12-28
AI Technical Summary
In the existing reinforced concrete protective structures of water conservancy projects, the bonding mechanism between the protective layer and the concrete is low, resulting in frequent occurrence of falloff and cracking, affecting the overall protection effect and service life.
The wear-resistant layer containing nano SiO2 is poured outside the concrete layer, and the first and second slots are arranged alternately to match the first and second slots and the second slots to increase the bonding strength. At the same time, barbs and hook grooves are provided on the outer surface of the concrete layer to improve connection stability, and support rings and spiral wound steel bars are provided on the inner side of the steel bar to enhance structural stability.
The bonding mechanism between the wear-resistant layer and the concrete layer is improved, the connection stability is enhanced, the service life of the building is extended, and the overall compressive strength and load-bearing capacity are improved.
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Figure CN223269151U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of reinforced concrete protection structures, in particular to a wear-resistant reinforced concrete protection structure for water conservancy projects. Background Art
[0002] With the continuous expansion of water conservancy project construction and technological advancements, the requirements for reinforced concrete protective structures are becoming increasingly stringent. Currently, building construction and municipal engineering projects have implemented a series of quality control measures to ensure the quality of reinforced concrete protective layers. The application of precise control technology will help improve the overall quality and safety of water conservancy projects and reduce maintenance and operating costs. At the same time, with the increasing awareness of environmental protection and sustainable development, green and environmentally friendly materials and technologies will be more widely used, providing new development opportunities for the precise control of reinforced concrete protective structures in water conservancy projects.
[0003] However, in order to improve the durability of the existing reinforced concrete protection structure of water conservancy projects, a protective layer is generally set on the outside. However, the bonding mechanism between the existing protective layer and the internal concrete is low, which makes it easy for the two to fall off and crack, resulting in low overall protection effect and shortened service life. Utility Model Content
[0004] The purpose of the present utility model is to provide a wear-resistant reinforced concrete protective structure for water conservancy projects, which solves the problems raised in the above-mentioned background technology by pouring a wear-resistant layer outside the concrete layer and cooperating with a first slot, a second slot and a first plug block and a second plug block.
[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a wear-resistant reinforced concrete protective structure for water conservancy projects, comprising a concrete layer, wherein several groups of steel bars are arranged in the concrete layer, and the several groups of steel bars are evenly distributed in the concrete layer. A wear-resistant layer is cast on the outside of the concrete layer, and the outer surface of the concrete layer is provided with several groups of first slots and several groups of second slots, and the first slots and the second slots are alternately arranged on the outer surface of the concrete layer. A first plug block and a second plug block are integrally formed on the wear-resistant layer, and the first plug block is fixed in the first slot, and the second plug block is fixed in the second slot. A barb is also fixed on the outer surface of the concrete layer, and a hook groove is integrally formed on the wear-resistant layer, and the barb is fixed in the hook groove.
[0006] Preferably, the wear-resistant layer is configured as a protective layer containing nano-SiO2.
[0007] Preferably, the first slot and the second slot are both arranged to be tilted, and the tilt directions are opposite.
[0008] Preferably, a metal mesh layer is further provided inside the wear-resistant layer, and the metal mesh layer is provided on four sides of the wear-resistant layer.
[0009] Preferably, several groups of support rings are provided inside the several groups of steel bars, the outer surfaces of the support rings are fixedly connected to the steel bars, and the outer surfaces of the several groups of steel bars are spirally wound with steel bars.
[0010] Preferably, a cross support frame is welded to the inner side of the support ring, and a limiting groove for welding and fixing with the steel bar is opened on the outer surface of the support ring.
[0011] Compared with the prior art, the beneficial effects of the present invention are:
[0012] 1. The utility model pours a wear-resistant layer outside the concrete layer and adopts a wear-resistant layer containing nano-SiO2, so that the surface of the protective structure has better wear resistance and durability. At the same time, nano-SiO2 can improve the compressive strength, carbonization resistance, impermeability, frost resistance and crack resistance of the wear-resistant layer, thereby increasing the protective effect of the wear-resistant layer, extending the life cycle of the building, and improving the overall durability and crack resistance of the protective structure. At the same time, through the cooperation of the first slot, the second slot and the first plug and the second plug, the bonding mechanism between the wear-resistant layer and the concrete layer can be improved, thereby improving the connection stability. In addition, the provision of the barb and the hook groove allows the barb to be stably fixed in the hook groove, thereby reducing the separation of the wear-resistant layer from the concrete layer, and further improving the connection stability between the wear-resistant layer and the concrete layer.
[0013] 2. The present invention increases the structural stability between the steel bars by arranging a support ring on the inner side of the steel bar and welding the corresponding position of the steel bar in the limit groove. At the same time, steel bars are welded on the outer surface of the steel bar in a spiral manner, which can further improve the stability of the steel bar structure, thereby improving the overall compressive strength and bearing capacity of the protective structure, which is conducive to improving the overall service life. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 This is one of the structural diagrams of the present utility model;
[0015] Figure 2 This is the second structural diagram of the present utility model;
[0016] Figure 3 This is a schematic structural diagram of the outer surface of the concrete layer of the utility model;
[0017] Figure 4 This is a structural sectional view of the utility model;
[0018] Figure 5 For this utility model Figure 4Enlarged view of point A in the middle;
[0019] Figure 6 This is a schematic diagram of the distribution of support rings and reinforcement bars of the utility model;
[0020] Figure 7 For this utility model Figure 6 Top view of the top of the middle rebar.
[0021] In the figure: 1. Concrete layer; 2. Steel bars; 3. Wear-resistant layer; 4. First slot; 5. Second slot; 6. First plug; 7. Second plug; 8. Barb; 9. Hook groove; 10. Metal mesh layer; 11. Support ring; 12. Steel bars; 13. Cross support frame; 14. Limiting groove. DETAILED DESCRIPTION
[0022] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0023] Example 1, please refer to Figure 1-7 The utility model provides a technical solution: a wear-resistant reinforced concrete protective structure for water conservancy projects, comprising a concrete layer 1, wherein a plurality of groups of steel bars 2 are arranged in the concrete layer 1, and the plurality of groups of steel bars 2 are evenly distributed in the concrete layer 1. A wear-resistant layer 3 is cast on the outside of the concrete layer 1, and a plurality of groups of first slots 4 and a plurality of groups of second slots 5 are opened on the outer surface of the concrete layer 1. The first slots 4 and the second slots 5 are alternately arranged on the outer surface of the concrete layer 1. A first plug 6 and a second plug 7 are integrally formed on the wear-resistant layer 3, the first plug 6 is fixed in the first slot 4, and the second plug 7 is fixed in the second slot 5. A barb 8 is further fixed on the outer surface of the concrete layer 1, and a hook groove 9 is integrally formed on the wear-resistant layer 3, and the barb 8 is fixed in the hook groove 9.
[0024] The wear-resistant layer 3 is configured as a protective layer containing nano-SiO2;
[0025] The first slot 4 and the second slot 5 are both tilted, and the tilt directions are opposite;
[0026] In this technical solution, by pouring a wear-resistant layer 3 containing nano-SiO2 on the outside of the concrete layer 1, the surface of the protective structure has better wear resistance and durability. At the same time, nano-SiO2 can improve the compressive strength, carbonization resistance, impermeability, frost resistance and crack resistance of the wear-resistant layer 3, thereby increasing the protective effect of the wear-resistant layer 3 and extending the life cycle of the building.
[0027] In the present technical solution, by providing an inclined first slot 4 and a second slot 5 on the concrete layer 1, and casting the first plug 6 and the second plug 7 into the first slot 4 and the second slot 5 respectively, and the adjacent first slots 4 and the second slots 5 are arranged in opposite directions of inclination, the bonding mechanism between the wear-resistant layer 3 and the concrete layer 1 can be improved, thereby improving the connection stability. In addition, by providing the barb 8 and the hook groove 9, the barb 8 can be stably positioned in the hook groove 9, thereby reducing the separation of the wear-resistant layer 3 from the concrete layer 1, and further improving the connection stability between the wear-resistant layer 3 and the concrete layer 1.
[0028] A metal mesh layer 10 is also provided inside the wear-resistant layer 3, and the metal mesh layer 10 is provided on the four sides of the wear-resistant layer 3; by providing the metal mesh layer 10, the structural strength and hardness of the wear-resistant layer 3 can be increased, thereby reducing the possibility of breakage of the wear-resistant layer 3 and increasing its service life.
[0029] Example 2 is improved on the basis of Example 1, please refer to Figure 1-Figure 7 , several groups of support rings 11 are provided on the inner side of several groups of the steel bars 2, the outer surfaces of the support rings 11 are fixedly connected to the steel bars 2, and the outer surfaces of several groups of the steel bars 2 are spirally wound with steel bars 12;
[0030] A cross support frame 13 is welded to the inner side of the support ring 11, and a limiting groove 14 for welding and fixing with the steel bar 2 is opened on the outer surface of the support ring 11;
[0031] In this technical solution, by arranging several groups of support rings 11 on the inner side of several groups of steel bars 2 and welding the corresponding positions of the steel bars 2 in the limiting grooves 14, the structural stability between the steel bars 2 can be increased. At the same time, steel bars 12 are welded on the outer surface of the steel bars 2 in a spirally wound manner, which can further improve the stability of the steel bar 2 structure, thereby improving the overall compressive strength and bearing capacity of the protective structure.
[0032] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A wear-resistant reinforced concrete protective structure for a water conservancy project, comprising a concrete layer (1), characterized in that: A plurality of groups of steel bars (2) are arranged in the concrete layer (1), and the plurality of groups of steel bars (2) are evenly distributed in the concrete layer (1). A wear-resistant layer (3) is cast on the outer side of the concrete layer (1). The outer surface of the concrete layer (1) is provided with a plurality of groups of first slots (4) and a plurality of groups of second slots (5). The first slots (4) and the second slots (5) are alternately arranged on the outer surface of the concrete layer (1). A first plug (6) and a second plug (7) are integrally formed on the wear-resistant layer (3). The first plug (6) is fixed in the first slot (4), and the second plug (7) is fixed in the second slot (5). A barb (8) is also fixed on the outer surface of the concrete layer (1). A hook groove (9) is integrally formed on the wear-resistant layer (3), and the barb (8) is fixed in the hook groove (9).
2. The wear-resistant reinforced concrete protective structure for water conservancy projects according to claim 1, characterized in that: The wear-resistant layer (3) is configured as a protective layer containing nano-SiO2.
3. The wear-resistant reinforced concrete protective structure for water conservancy projects according to claim 1, characterized in that: The first slot (4) and the second slot (5) are both arranged tilted, and the tilting directions are opposite.
4. The wear-resistant reinforced concrete protective structure for water conservancy projects according to claim 1, characterized in that: A metal mesh layer (10) is further provided inside the wear-resistant layer (3), and the metal mesh layer (10) is provided on four surfaces of the wear-resistant layer (3).
5. The wear-resistant reinforced concrete protective structure for water conservancy projects according to claim 1, characterized in that: Several groups of support rings (11) are provided on the inner sides of several groups of the steel bars (2), the outer surfaces of the support rings (11) are fixedly connected to the steel bars (2), and the outer surfaces of several groups of the steel bars (2) are provided with steel bars (12) wound in a spiral manner.
6. The wear-resistant reinforced concrete protective structure for water conservancy projects according to claim 5, characterized in that: A cross support frame (13) is welded to the inner side of the support ring (11), and a limiting groove (14) for welding and fixing the support ring (11) to the steel bar (2) is provided on the outer surface of the support ring (11).