Protective rubber plate for diversion tunnel construction
By laying protective rubber sheets at the bottom of the water diversion tunnel, the problems of easy damage to the concrete layer and difficulty in fixing the trestle were solved, thus achieving protection of the concrete layer and improving construction efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-30
- Publication Date
- 2026-03-31
AI Technical Summary
During the construction of the water diversion tunnel, the concrete layer is easily damaged, and the labor intensity of supporting and fixing the trestle increases, resulting in low construction time and low work efficiency, which are technical problems affecting construction efficiency.
By laying protective rubber sheets at the bottom of the water diversion tunnel, the main body of the rubber sheets is compatible with the concrete layer, the bolt holes are connected to the trestle support, the anti-seepage layer is waterproof, the crack-resistant reinforcement layer is made of basalt fiber, the overlapping structure is waterproof, and the support blocks are easy to transport and lay.
It protects the concrete layer from damage, improves construction efficiency, facilitates the fixation of the trestle, and reduces labor intensity.
Smart Images

Figure CN224063365U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of water diversion tunnel construction technology, specifically a protective rubber plate for water diversion tunnel construction. Background Technology
[0002] During the construction of the water diversion tunnel, because the bottom of the water diversion tunnel has an arc-shaped structure, after the concrete is laid at the bottom of the water diversion tunnel, a trestle needs to be fixed on the concrete layer to facilitate the construction of the top and sides of the water diversion tunnel. This causes damage to the concrete layer, which needs to be repaired later, increasing the working time. In addition, because the bottom of the water diversion tunnel has an arc-shaped structure, a base needs to be erected when fixing the trestle support, which increases the labor intensity. Summary of the Invention
[0003] The technical problem to be solved by this utility model is to overcome the existing defects and provide a protective rubber plate for the construction of water diversion tunnels. It can not only protect the concrete layer from damage, but also facilitate the support and fixation of the trestle bridge, improve construction efficiency, and effectively solve the problems in the background art.
[0004] To achieve the above objectives, this utility model provides the following technical solution: a protective rubber sheet for water diversion tunnel construction, comprising:
[0005] The rubber sheet body has a flat upper end and an arc-shaped structure at the lower end that is adapted to the arc-shaped bottom concrete layer of the water diversion tunnel, which is used to completely cover and fit the surface of the arc-shaped bottom concrete layer of the water diversion tunnel.
[0006] Bolt holes are located on the upper surface of the rubber sheet body and are connected to the trestle support by bolts;
[0007] An anti-seepage layer is applied to the upper end of the rubber sheet body to prevent water from seeping into the concrete layer;
[0008] A crack-resistant reinforcing layer is installed inside the rubber sheet body to prevent cracks from forming in the rubber sheet body due to stress, thereby affecting the protection of the concrete layer.
[0009] As a preferred embodiment of this invention, the permeability coefficient of the impermeable layer is less than 1×10⁻⁶. -11 cm / s.
[0010] As a preferred technical solution of this utility model, the crack-resistant reinforcing layer has a grid structure and is made of basalt fiber.
[0011] As a preferred technical solution of this utility model, the end of the rubber sheet body is provided with an overlapping structure. The overlapping structure includes a hexagonal prism at one end of the rubber sheet body and a hexagonal hole at the other end. The positions and number of the hexagonal prism and the hexagonal hole correspond to each other.
[0012] As a preferred embodiment of this utility model, the joint of the overlapping structure is covered with a waterproof membrane.
[0013] As a preferred embodiment of this utility model, support blocks are symmetrically arranged on both sides of the upper surface of the rubber sheet body, and arc-shaped holes are provided on the support blocks.
[0014] Compared with the prior art, the beneficial effects of this utility model are: the protective rubber plate for the construction of the water diversion tunnel is reasonably designed and ingeniously conceived. By laying the main body of the rubber plate at the bottom of the water diversion tunnel, the concrete layer is protected and prevented from being damaged. At the same time, it is convenient to support the trestle bridge at the upper end of the main body of the rubber plate, which facilitates the fixation of the trestle bridge and greatly improves the convenience of use. Attached Figure Description
[0015] Figure 1 This is a schematic diagram of the structure of this utility model;
[0016] Figure 2 This is the front view of the present utility model;
[0017] Figure 3 This is a schematic diagram of the internal structure of this utility model;
[0018] Figure 4 for Figure 2 The left view;
[0019] Figure 5 for Figure 2 The right view.
[0020] In the diagram: 1. Rubber sheet body, 2. Bolt holes, 3. Impermeable layer, 4. Crack-resistant reinforcement layer, 5. Support block, 6. Arc-shaped hole, 7. Hexagonal prism, 8. Hexagonal hole. Detailed Implementation
[0021] 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 (for ease of description and understanding, hereinafter referred to as...). Figure 2 (The above is described above). Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.
[0022] Please see Figure 1-5 This utility model provides a technical solution: a protective rubber sheet for the construction of a water diversion tunnel, including a rubber sheet body 1, the upper end of which is a flat surface, and the lower end of which is an arc-shaped structure adapted to the arc-shaped bottom concrete layer of the water diversion tunnel, which can completely cover and fit the surface of the arc-shaped bottom concrete layer of the water diversion tunnel, and protect the concrete layer at the bottom of the water diversion tunnel.
[0023] Multiple bolt holes 2 are provided on the upper surface of the rubber sheet body 1. The number and position of the bolt holes 2 correspond to the position of the trestle support. Bolts are threaded through the trestle support and connected to the bolt holes 2 to fix the trestle to the rubber sheet body 1, which facilitates the fixation of the trestle.
[0024] To prevent water from seeping into the concrete layer and corroding it, the upper end of the rubber sheet body 1 is coated with an anti-seepage layer 3, the permeability coefficient of which is less than 1×10. -11 cm / s;
[0025] In order to enhance the crack resistance of the rubber sheet body 1, a crack-resistant reinforcing layer 4 is provided inside the rubber sheet body 1. The crack-resistant reinforcing layer 4 has a grid structure and is made of basalt fiber with a fiber diameter of 5-10 μm and a grid pore size of 3-5 mm.
[0026] In order to be suitable for laying the bottom concrete layer of water diversion tunnels of different lengths, the ends of the rubber sheet body 1 are provided with an overlapping structure. The overlapping structure includes a hexagonal prism 7 at one end of the rubber sheet body 1 and a hexagonal hole 8 at the other end. The positions and number of the hexagonal prism 7 and the hexagonal hole 8 are corresponding. Adjacent rubber sheet bodies 1 are spliced by inserting the hexagonal prism 7 and the hexagonal hole 8.
[0027] To prevent water seepage at the joints, the joints of the overlapping structures are covered with a waterproof membrane.
[0028] To facilitate the laying of the rubber sheet body 1 by workers, support blocks 5 are symmetrically arranged on both sides of the upper surface of the rubber sheet body 1. The support blocks 5 are provided with arc-shaped holes 6. Tools are used to lift the rubber sheet body 1 through the arc-shaped holes 6 for transportation and laying.
[0029] When using: Determine the number of rubber sheet bodies 1 according to the length of the water diversion tunnel, and lay the rubber sheet bodies 1 one by one on the concrete layer at the bottom of the water diversion tunnel. The rubber sheet bodies 1 are then interlocked by the hexagonal prisms 7 and hexagonal holes 8 at both ends. After splicing, cover the splice with a waterproof membrane. Then move the trestle to the construction position and fix it on the rubber sheet bodies 1 for construction. After the construction is completed, the rubber sheet bodies 1 can be removed.
[0030] This utility model, through reasonable structural design and material selection, can effectively prevent the arc-shaped concrete layer at the bottom of the water diversion tunnel from being worn and damaged, while facilitating the installation and use of the trestle bridge, improving construction efficiency, and making it convenient for workers to use.
[0031] The parts of the utility model not described in detail are prior art. Although embodiments of the utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the utility model. The scope of the utility model is defined by the appended claims and their equivalents.
Claims
1. A protective rubber sheet for water diversion tunnel construction, characterized in that: include: The rubber sheet body (1) has a flat upper end and an arc-shaped structure at the lower end that is adapted to the arc-shaped bottom concrete layer of the water diversion tunnel, which is used to completely cover and fit the surface of the arc-shaped bottom concrete layer of the water diversion tunnel. Bolt holes (2) are provided on the upper surface of the rubber sheet body (1) and are connected to the trestle support by bolts; An anti-seepage layer (3) is applied to the upper end of the rubber sheet body (1) to prevent water from seeping into the concrete layer; A crack-resistant reinforcing layer (4) is provided inside the rubber sheet body (1) to prevent the rubber sheet body (1) from cracking due to stress, thereby affecting the protection of the concrete layer.
2. The protective rubber sheet for water diversion tunnel construction according to claim 1, characterized in that: The permeability coefficient of the impermeable layer (3) is less than 1×10⁻⁶. -11 cm / s.
3. The protective rubber sheet for water diversion tunnel construction according to claim 1, characterized in that: The crack-resistant reinforcing layer (4) has a grid structure and is made of basalt fiber.
4. The protective rubber sheet for water diversion tunnel construction according to claim 1, characterized in that: The rubber sheet body (1) has an overlapping structure at its end. The overlapping structure includes a hexagonal prism (7) at one end of the rubber sheet body (1) and a hexagonal hole (8) at the other end. The positions and number of the hexagonal prism (7) and the hexagonal hole (8) are corresponding.
5. A protective rubber sheet for water diversion tunnel construction according to claim 4, characterized in that: The joints of the overlapping structure are covered with a waterproof membrane.
6. The protective rubber sheet for water diversion tunnel construction according to claim 1, characterized in that: Support blocks (5) are symmetrically arranged on both sides of the upper surface of the rubber sheet body (1), and arc-shaped holes (6) are provided on the support blocks (5).