Fabricated energy-consuming building block for canal structure
The assembled energy-consuming building block for canal structures addresses high maintenance and assembly challenges by using mortise and tenon joints and water management features, enhancing energy dissipation and stability while reducing maintenance costs.
Patent Information
- Application Number
- CN202420904914.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-28
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-04-28
AI Technical Summary
Existing canal slope protection structures face high operation and maintenance costs, large on-site pouring workloads, variability due to weather and environmental factors, small energy dissipation effect, and difficulty in replacing local damage.
An assembled energy-consuming building block for canal structures, featuring a foundation structure with a retaining wall and block units connected via mortise and tenon joints, incorporating drainage holes and guide grooves for water management, and a sealing block for easy replacement.
Reduces assembly workload, minimizes environmental impact, facilitates easy replacement, and enhances energy dissipation, thereby lowering maintenance costs and improving structural stability.
Smart Images
Figure CN222206208U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of river slope protection, in particular to an assembled energy-consuming building block for a canal structure. Background Art
[0002] With the increase in water transport demand and the increase in canal construction, the canal slope protection structure has attracted more and more attention. The canal slope protection structure is an important factor affecting the stability and durability of the canal bank slope.
[0003] At present, most slope protection structures have high operation and maintenance costs, large on-site pouring workload, large variability due to on-site weather, site and other environmental factors, small energy dissipation effect of ordinary frame structures, and difficulty in replacing local damage. In view of the above reasons, an assembled energy-dissipating block for canal structure is proposed to solve the above problems. Utility Model Content
[0004] In order to make up for the above shortcomings, the utility model provides an assembled energy-absorbing building block for canal structure, aiming to improve the problems of most slope protection structures, such as high operation and maintenance costs, large workload of on-site pouring, large variability due to on-site weather, site and other environmental factors, small energy dissipation effect of ordinary frame structures and difficulty in replacing local damage.
[0005] The utility model is achieved in this way:
[0006] The utility model provides an assembled energy-consuming building block for a canal structure, comprising a basic structure and a building block unit structure.
[0007] The foundation structure includes a slope foundation and a retaining wall, the retaining wall is fixed to the top surface of one end of the slope foundation, the block unit structure includes a building block, a first mortise and tenon and a second mortise and tenon, the surface of the building block is formed with a first curved surface and a second curved surface, the first mortise and tenon is fixed to one side of the building block, the second mortise and tenon is fixed to the other side of the building block, the first mortise and tenon and the second mortise and tenon are inserted into the other two sides of the building block, and the building block is in contact with the surface of the slope foundation.
[0008] In an embodiment of the utility model, a first mortise and tenon matching the second mortise and tenon is formed on one side of the retaining wall, and the second mortise and tenon is inserted into the inside of the first mortise and tenon.
[0009] In an embodiment of the utility model, a drainage hole and a guide groove are formed inside the building block, the drainage hole is located on the first arc surface, the guide groove is located on the second arc surface, and the drainage hole is connected to the guide groove.
[0010] In an embodiment of the utility model, a through hole matching the guide groove is formed inside the retaining wall, and the through hole is aligned with the end of the guide groove.
[0011] In one embodiment of the utility model, a second mortise and tenon and a third mortise and tenon matching the first mortise and tenon and the second mortise and tenon are formed on the other two sides of the building block, the first mortise and tenon is inserted into the inside of the second mortise and tenon, and the second mortise and tenon is inserted into the inside of the third mortise and tenon.
[0012] In an embodiment of the utility model, a sealing block is inserted into the third tongue and groove, and the sealing block is in contact with the surface of the slope foundation.
[0013] The beneficial effect of the utility model is that the utility model obtains an assembled energy-consuming building block for canal structure through the above design. When in use, the second mortise and tenon on the building block is inserted into the inside of the first mortise and tenon groove on the retaining wall, so that the guide groove is aligned with the through hole on the retaining wall, and then the second mortise and tenon on another building block is inserted into the third mortise and tenon groove in sequence, and the assembly is performed in sequence. At the same time, the first mortise and tenon on the building block is inserted into the inside of the second mortise and tenon groove and fits with the surface of the slope foundation. The end of the building block is inserted into the third mortise and tenon groove by using a sealing block to seal until the entire slope foundation is covered. At the same time, the arrangement of the first curved surface and the second curved surface on the building block can gather water waves in the building block as much as possible. The center of the block is formed by the water waves impacting the first curved surface to form a wave flow back and impact the wave flow in the center of the block, thereby reducing the impact on the slope foundation under the effect of energy dissipation. The drainage holes, guide grooves and through holes can facilitate the wave flow to flow downward, which is conducive to reducing the workload during the assembly process and is less affected by environmental factors such as weather and site, making it easy to replace local damage and reducing the subsequent maintenance cost. At the same time, the water waves can be gathered in the center of the block as much as possible, allowing the water waves to impact the first curved surface to form a wave flow back and impact the wave flow in the center of the block, thereby reducing the impact on the slope foundation under the effect of energy dissipation. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] In order to more clearly illustrate the technical solution of the implementation mode of the utility model, the drawings required for use in the implementation mode 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.
[0015] Figure 1 It is a schematic diagram of an assembled structure of an assembled energy-consuming block for a canal structure provided by an embodiment of the utility model;
[0016] Figure 2A schematic diagram of an assembled energy-absorbing block retaining wall structure for a canal structure provided by an embodiment of the utility model;
[0017] Figure 3 A schematic structural diagram of a first-view structural diagram of a unit structure of an assembled energy-consuming building block for a canal structure provided by an embodiment of the utility model;
[0018] Figure 4 A schematic structural diagram of a second perspective of a unit structure of an assembled energy-absorbing building block for a canal structure provided by an embodiment of the utility model;
[0019] Figure 5 A schematic diagram of the impact of waves on assembled energy-absorbing blocks for canal structures provided in an embodiment of the utility model.
[0020] In the figure: 100-foundation structure; 110-slope foundation; 120-retaining wall; 121-first mortise and tenon; 122-through hole; 130-sealing block; 200-block unit structure; 210-building block; 211-first curved surface; 212-second curved surface; 213-second mortise and tenon; 214-third mortise and tenon; 220-drainage hole; 230-guide groove; 240-first mortise and tenon; 250-second mortise and tenon. DETAILED DESCRIPTION
[0021] In order to make the purpose, technical solution and advantages of the implementation of the utility model clearer, the technical solution in the implementation of the utility model will be clearly and completely described below in conjunction with the drawings in the implementation of the utility model. Obviously, the described implementation is a part of the implementation of the utility model, not all of the implementations. Based on the implementation of the utility model, all other implementations obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0022] Example
[0023] See also Figure 1-Figure 5 The utility model provides a technical solution: an assembled energy-consuming building block for a canal structure, comprising a foundation structure 100 and a building block unit structure 200.
[0024] See also Figure 1-Figure 3 and Figure 5 The foundation structure 100 includes a slope foundation 110 and a retaining wall 120 , and the retaining wall 120 is fixed to the top surface of one end of the slope foundation 110 .
[0025] A first mortise and tenon 121 matching the second mortise and tenon 250 is provided on one side of the retaining wall 120, and the second mortise and tenon 250 is inserted into the inside of the first mortise and tenon 121. The first mortise and tenon 121 formed inside the retaining wall 120 can facilitate the fitting of the building block 210 with the surface of the retaining wall 120, and at the same time can block it from sliding downward during laying to improve laying safety.
[0026] See also Figure 1-Figure 5 The block unit structure 200 includes a block 210, a first mortise and tenon 240 and a second mortise and tenon 250. The surface of the block 210 is formed with a first curved surface 211 and a second curved surface 212. The first mortise and tenon 240 is fixed on one side of the block 210, and the second mortise and tenon 250 is fixed on the other side of the block 210. The first mortise and tenon 240 and the second mortise and tenon 250 are inserted into the other two sides of the block 210, and the block 210 is in contact with the surface of the slope foundation 110.
[0027] A drainage hole 220 and a guide groove 230 are formed inside the building block 210. The drainage hole 220 is located on the first curved surface 211, and the guide groove 230 is located on the second curved surface 212. The drainage hole 220 is connected to the guide groove 230. A through hole 122 matching the guide groove 230 is formed inside the retaining wall 120, and the through hole 122 is aligned with the end of the guide groove 230. Here, the arrangement of the through hole 122, the guide groove 230 and the through hole 122 can facilitate drainage.
[0028] The other two sides of the building block 210 are formed with a second mortise 213 and a third mortise 214 that match the first mortise 240 and the second mortise 250. The first mortise 240 is inserted into the inside of the second mortise 213, and the second mortise 250 is inserted into the inside of the third mortise 214; the third mortise 214 is inserted with a sealing block 130, and the sealing block 130 is fitted with the surface of the slope foundation 110. Here, the mortise and tenon are used for plug-in assembly and the sealing block 130 is used for sealing, which can be convenient for replacement in case of damage in the later stage, and is conducive to reducing the later maintenance cost.
[0029] Specifically, the structural principle of the assembled energy-consuming building block for canal structure is as follows: during assembly, the second mortise and tenon 250 on the building block 210 is inserted into the first mortise and tenon groove 121 on the retaining wall 120, so that the guide groove 230 is aligned with the through hole 122 on the retaining wall 120, and then the second mortise and tenon 250 on another building block 210 is inserted into the third mortise and tenon groove 214 in turn, and the assembly is performed in this way in turn. At the same time, the first mortise and tenon 240 on the building block 210 is inserted into the second mortise and tenon groove 213 and fits with the surface of the slope foundation 110. The end thereof is inserted into the third mortise and tenon groove 214 by using the sealing block 130 to seal until the entire slope foundation 110 is covered. At the same time, the first curved surface 211 and the second curved surface 212 on the building block 210 are arranged to collect water waves as much as possible. At the center of the block 210, the water waves are allowed to impact the first curved surface 211 to form a wave flow that returns, and the wave flow at the center of the block 210 is self-impacted, thereby reducing the impact on the slope foundation 110 under the effect of energy dissipation. The drainage holes 220, the guide grooves 230 and the through holes 122 can facilitate the wave flow to flow downward, which is conducive to reducing the workload during the assembly process and is less affected by environmental factors such as weather and site, making it easy to replace local damage and reducing the subsequent maintenance cost. At the same time, the water waves can be gathered at the center of the block 210 as much as possible, and the water waves are allowed to impact the first curved surface 211 to form a wave flow that returns, and the wave flow at the center of the block 210 is self-impacted, thereby reducing the impact on the slope foundation 110 under the effect of energy dissipation.
[0030] The above description is only the preferred implementation of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.
Claims
1. An assembled energy-absorbing building block for a canal structure, comprising a base structure (100) and a building block unit structure (200) assembled on the base structure (100), characterized in that: The foundation structure (100) comprises a slope foundation (110) and a retaining wall (120), wherein the retaining wall (120) is fixed to a top surface at one end of the slope foundation (110); The block unit structure (200) comprises a block (210), a first mortise and tenon (240) and a second mortise and tenon (250); the surface of the block (210) is formed with a first curved surface (211) and a second curved surface (212); the first mortise and tenon (240) is fixed on one side of the block (210), and the second mortise and tenon (250) is fixed on the other side of the block (210); the first mortise and tenon (240) and the second mortise and tenon (250) are inserted into the other two sides of the block (210); the block (210) is in contact with the surface of the slope foundation (110).
2. The assembled energy-dissipating building block for canal structure according to claim 1, characterized in that: A first mortise and tenon groove (121) matching the second mortise and tenon groove (250) is provided on one side of the retaining wall (120), and the second mortise and tenon groove (250) is inserted into the interior of the first mortise and tenon groove (121).
3. The assembled energy-dissipating building block for canal structure according to claim 1, characterized in that: A drainage hole (220) and a guide groove (230) are formed inside the building block (210); the drainage hole (220) is located on the first arc-shaped surface (211); the guide groove (230) is located on the second arc-shaped surface (212); and the drainage hole (220) is in communication with the guide groove (230).
4. The assembled energy-dissipating building block for canal structure according to claim 3, characterized in that: A through hole (122) matching the guide groove (230) is formed inside the retaining wall (120), and the through hole (122) is aligned with an end of the guide groove (230).
5. The assembled energy-dissipating building block for canal structure according to claim 1, characterized in that: The other two sides of the building block (210) are formed with a second mortise and tenon (213) and a third mortise and tenon (214) matching the first mortise and tenon (240) and the second mortise and tenon (250); the first mortise and tenon (240) is inserted into the inside of the second mortise and tenon (213), and the second mortise and tenon (250) is inserted into the inside of the third mortise and tenon (214).
6. The assembled energy-dissipating building block for canal structure according to claim 5, characterized in that: The third tongue and groove (214) is plugged with a sealing block (130), and the sealing block (130) is in contact with the surface of the slope foundation (110).