CN219731858U - Graded reinforcing apparatus of hydraulic engineering dyke - Google Patents
Graded reinforcing apparatus of hydraulic engineering dyke Download PDFInfo
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- CN219731858U CN219731858U CN202321151039.4U CN202321151039U CN219731858U CN 219731858 U CN219731858 U CN 219731858U CN 202321151039 U CN202321151039 U CN 202321151039U CN 219731858 U CN219731858 U CN 219731858U
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- embankment
- fixedly connected
- dyke
- reinforcing
- component
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 24
- 238000009434 installation Methods 0.000 claims description 5
- 239000006185 dispersion Substances 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 13
- 230000000903 blocking effect Effects 0.000 abstract description 11
- 230000001681 protective effect Effects 0.000 abstract description 6
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 238000005457 optimization Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000009471 action Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a hydraulic engineering embankment grading and reinforcing device, which comprises an embankment component, wherein a reinforcing plate is arranged on the right side of the top of the embankment component, mounting inserting rods are arranged at four corners of the top of the reinforcing plate in a penetrating manner, the bottoms of the mounting inserting rods penetrate into the embankment component, water blocking bars are fixedly connected to the left side of the top of the embankment component, a dispersing plate is fixedly connected to the right side of the water blocking bars, a bending plate is fixedly connected to the top of the water blocking bars, the left side of the bending plate is fixedly connected with the embankment component, convex plates are fixedly connected to the front side and the back side of the bending plate, supporting columns are fixedly connected to the left side of the convex plates, and the left side of the supporting columns penetrate into the embankment component. The embankment changes the traditional reinforcement phenomenon of paving the protective net, adopts various reinforcement structures to reinforce the embankment, can not cause problems when encountering severe weather, and can not cause the influence on the service life of the embankment.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, in particular to a hydraulic engineering embankment grading reinforcement device.
Background
According to the published patent of the Chinese patent network, the patent name is: hierarchical reinforcing apparatus of hydraulic engineering dyke, patent number is: 202122184822.8, the utility model discloses a hydraulic engineering embankment grading and reinforcing device, and relates to the technical field of hydraulic engineering; the device comprises a slope protection, a pressing plate, a screw nail, a bolt, a fan-shaped gear, an anchor rod and an anchor rod, wherein the multistage reinforcement device is connected with the protection network and the slope protection, the pressing plate is connected with the multistage reinforcement device which is connected with the protection network and the slope protection, the screw nail is in threaded connection with the pressing plate, penetrates through the protection network and is buried in the slope protection, the insert rod is fixed at the bottom end of the pressing plate, the insert rod is internally provided with a cavity, both sides of the bottom of the insert rod are provided with open slots, the top of a threaded rod is fixedly connected with a rotating shaft, the top of the rotating shaft is respectively connected with the insert rod and the pressing plate, the bottom of the threaded rod is rotationally connected with the insert rod, the two sides of the upper part of the threaded rod are in threaded connection with the insert rod in a sliding manner, racks are fixedly connected with the two sides of the bottom of the insert rod, the rack is meshed with the fan-shaped gear, the anchor rod is fixedly connected with the anchor rod, the anchor rod is arranged in the open slots, and the anchor rod is rotationally connected with the insert rod; the protection net can be fixed by arranging the multistage reinforcing device, and the secondary reinforcing effect can be achieved; the reinforcing measures of the embankment are that a layer of protective net is directly paved, then the protective net is fixed, the embankment is not directly reinforced, the effect is poor only by the protective net, problems still occur when the embankment is reinforced in severe weather, and the service life of the embankment is influenced.
Therefore, the embankment needs to be designed and modified, and the phenomenon of poor reinforcement is effectively prevented.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model aims to provide a hydraulic engineering embankment grading and reinforcing device which has the advantages of multiple fastening and reinforcing and solves the problem of poor reinforcement.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a hydraulic engineering dyke hierarchical reinforcing apparatus, includes the dyke subassembly, the right side at dyke subassembly top is provided with the gusset plate, the four corners at gusset plate top all runs through and is provided with the installation inserted bar, the bottom of installation inserted bar is run through to the inside of dyke subassembly, the left side fixedly connected with of dyke subassembly top blocks water the strip, the right side fixedly connected with dispersion board that blocks water the strip, the top fixedly connected with bent plate that blocks water the strip, the left side and the dyke subassembly fixedly connected with of bent plate, the front and the back of bent plate all fixedly connected with flange, the left side fixedly connected with of flange supports the post, the left side of supporting the post runs through to the inside of dyke subassembly, the front side and the rear side at dyke subassembly top all run through and are provided with the reinforcement post, the bottom of reinforcement post runs through to the inside of supporting the post, the front side and the rear side at dyke subassembly top just are located the inboard of reinforcement post and all sliding connection has the slider, the outside fixedly connected with restriction pole, the outside of slider runs through to the inside of restriction post.
As the preferable mode of the utility model, the top of the right side of the embankment component is provided with a water diversion strip groove, and the water diversion strip groove is matched with the embankment component for use.
As the preferable mode of the utility model, the left side of the bending plate is fixedly connected with a protection pad, and the protection pad is matched with the bending plate for use.
Preferably, a concrete layer is arranged in the reinforcing plate, and a reinforcing steel bar layer is fixedly connected to the top of the concrete layer.
As preferable in the utility model, the top of the embankment component is provided with a strip groove, and the bottom of the sliding block is connected in the strip groove in a sliding way.
As the preferable mode of the utility model, the front side and the rear side of the top of the embankment component are respectively provided with a vertical groove, and the vertical grooves are matched with the reinforcing columns for use.
As a preferable mode of the utility model, a column groove is formed in the left side of the top of the supporting column and located in the embankment component, and the bottom of the reinforcing column is clamped in the column groove.
Compared with the prior art, the utility model has the following beneficial effects:
1. the embankment changes the traditional reinforcement phenomenon of paving the protective net, adopts various reinforcement structures to reinforce the embankment, can not cause problems when encountering severe weather, and can not cause the influence on the service life of the embankment.
2. According to the utility model, through the arrangement of the water diversion strip grooves, water can be smoothly discharged to the outside, and the phenomenon of water blockage is avoided.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged view of the structure of FIG. 1A;
FIG. 3 is a front cross-sectional view of a partial structure of the present utility model;
FIG. 4 is a front cross-sectional view of a reinforcement plate of the present utility model;
figure 5 is a front view of the flexural plate and pads of this utility model.
In the figure: 1. a dike component; 2. a reinforcing plate; 3. installing a plug rod; 4. a water blocking strip; 5. a dispersion plate; 6. a bending plate; 7. a convex plate; 8. abutting the column; 9. reinforcing the column; 10. a slide block; 11. a restraining bar; 12. a water dividing strip groove; 13. a protective pad; 14. a concrete layer; 15. a reinforcing steel bar layer; 16. a strip groove; 17. a vertical groove; 18. and a column groove.
Description of the embodiments
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 to 5, the hydraulic engineering embankment grading reinforcement device provided by the utility model comprises an embankment component 1, wherein a reinforcement plate 2 is arranged on the right side of the top of the embankment component 1, four corners of the top of the reinforcement plate 2 are respectively provided with a mounting inserted rod 3 in a penetrating manner, the bottom of the mounting inserted rod 3 is penetrated into the embankment component 1, a water blocking strip 4 is fixedly connected to the left side of the top of the embankment component 1, a dispersing plate 5 is fixedly connected to the right side of the water blocking strip 4, a bending plate 6 is fixedly connected to the top of the water blocking strip 4, the left side of the bending plate 6 is fixedly connected with the embankment component 1, convex plates 7 are respectively fixedly connected to the front side and the back side of the bending plate 6, a supporting column 8 is penetrated into the inside of the embankment component 1, the front side and the back side of the top of the embankment component 1 are respectively penetrated into a reinforcement column 9, the bottom of the reinforcement column 9 is penetrated into the inside of the supporting column 8, a sliding block 10 is respectively and the inner side of the reinforcement column 9 is fixedly connected to the front side and the back side of the top of the embankment component 1, a reinforcing column 11 is fixedly connected to the outer side of the sliding block 10, and the reinforcement column 11 is penetrated into the inside of the supporting column 9.
Referring to fig. 1, a water diversion groove 12 is formed in the top of the right side of the embankment component 1, and the water diversion groove 12 is matched with the embankment component 1 for use.
As a technical optimization scheme of the utility model, through the arrangement of the water diversion strip grooves 12, water can be smoothly discharged to the outside, and the phenomenon of water blockage is avoided.
Referring to fig. 5, a protection pad 13 is fixedly connected to the left side of the bending plate 6, and the protection pad 13 is matched with the bending plate 6 for use.
As a technical optimization scheme of the utility model, the bending plate 6 can be safer by arranging the protection pad 13, and the damage phenomenon is avoided.
Referring to fig. 4, the inside of the reinforcing plate 2 is provided with a concrete layer 14, and a reinforcing bar layer 15 is fixedly connected to the top of the concrete layer 14.
As a technical optimization scheme of the utility model, the concrete layer 14 and the reinforcing steel bar layer 15 are arranged, so that the texture of the reinforcing plate 2 is better, and the phenomenon of fracture is prevented.
Referring to fig. 2, a bar groove 16 is formed at the top of the bank member 1, and the bottom of the slider 10 is slidably coupled to the inside of the bar groove 16.
As a technical optimization scheme of the utility model, the sliding block 10 can slide inside the embankment component 1 more smoothly through the arrangement of the strip grooves 16, so that the blocking phenomenon is avoided.
Referring to fig. 2, vertical grooves 17 are formed in the front side and the rear side of the top of the embankment component 1, and the vertical grooves 17 are matched with the reinforcing columns 9 for use.
As a technical optimization scheme of the utility model, through the arrangement of the vertical grooves 17, the reinforcement column 9 can move more smoothly, and the phenomenon of blocking is prevented.
Referring to fig. 3, a pillar groove 18 is formed in the left side of the top of the supporting pillar 8 and located in the embankment component 1, and the bottom of the reinforcing pillar 9 is clamped in the pillar groove 18.
As a technical optimization scheme of the utility model, the abutting column 8 can be fastened in the reinforcing column 9 more tightly by arranging the column groove 18, so that the falling phenomenon is prevented.
The working principle and the using flow of the utility model are as follows: firstly, a user attaches the reinforcing plate 2 to the right side of the embankment component 1, then penetrates the installation inserting rod 3 into the embankment component 1, then installs the water blocking strip 4 at the top of the reinforcing plate 2, disperses the impact of water flow by the dispersing plate 5 on the right side of the water blocking strip 4, then the bending plate 6 is fixed, meanwhile, the supporting column 8 penetrates into the embankment component 1, then presses the reinforcing column 9 downwards, so that the reinforcing column 9 is clamped in the column groove 18, pushes the sliding block 10, the sliding block 10 drives the limiting rod 11 to move outwards, the limiting rod 11 penetrates into the reinforcing column 9, the whole reinforcing structure is fully and stably matched, and the concrete layer 14 and the reinforcing bar layer 15 in the reinforcing plate 2 are matched, so that the effect of multiple fastening and reinforcing can be achieved.
To sum up: this hydraulic engineering dyke hierarchical reinforcing apparatus has changed traditional reinforcing phenomenon of laying the protection network through the dyke, has adopted multiple reinforced structure to consolidate the dyke, just can not appear the problem when meetting bad weather, also can not lead to the life of dyke to receive the influence yet.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present 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 therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a hydraulic engineering dyke hierarchical reinforcing apparatus, includes dyke subassembly (1), its characterized in that: the right side at dyke subassembly (1) top is provided with gusset plate (2), the four corners at gusset plate (2) top is all run through and is provided with installation inserted bar (3), the bottom of installation inserted bar (3) is run through to the inside of dyke subassembly (1), the left side fixedly connected with at dyke subassembly (1) top blocks water strip (4), the right side fixedly connected with dispersion board (5) that blocks water strip (4), the top fixedly connected with bent plate (6) that blocks water strip (4), the left side and dyke subassembly (1) fixedly connected with of bent plate (6), the front and the equal fixedly connected with flange plate (7) in back of bent plate (6), the left side fixedly connected with of flange plate (7) supports post (8), the left side of supporting post (8) is run through to the inside of dyke subassembly (1), the front side and the rear side at dyke subassembly (1) top all run through and are provided with reinforcement post (9), the bottom of reinforcement post (9) is run through inside (8), the inside of supporting post (10) and the inside of supporting post (10), the side of supporting post (9) is located and is connected with the outside (10) of the inside of supporting post (10).
2. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: the top on the right side of the embankment component (1) is provided with a water diversion strip groove (12), and the water diversion strip groove (12) is matched with the embankment component (1) for use.
3. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: the left side of bent plate (6) fixedly connected with protection pad (13), protection pad (13) cooperation bent plate (6) use.
4. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: the inside of gusset plate (2) is provided with concrete layer (14), the top fixedly connected with reinforcing bar layer (15) of concrete layer (14).
5. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: the top of dyke subassembly (1) has seted up bar groove (16), the inside at bar groove (16) is connected in the bottom sliding of slider (10).
6. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: vertical grooves (17) are formed in the front side and the rear side of the top of the embankment component (1), and the vertical grooves (17) are matched with the reinforcing columns (9) for use.
7. The hydraulic engineering embankment grading and reinforcing device according to claim 1, wherein: the left side at support post (8) top just is located the inside of dyke subassembly (1) and has offered post groove (18), the bottom joint of reinforcement post (9) is in the inside of post groove (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321151039.4U CN219731858U (en) | 2023-05-15 | 2023-05-15 | Graded reinforcing apparatus of hydraulic engineering dyke |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321151039.4U CN219731858U (en) | 2023-05-15 | 2023-05-15 | Graded reinforcing apparatus of hydraulic engineering dyke |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219731858U true CN219731858U (en) | 2023-09-22 |
Family
ID=88030723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321151039.4U Active CN219731858U (en) | 2023-05-15 | 2023-05-15 | Graded reinforcing apparatus of hydraulic engineering dyke |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219731858U (en) |
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2023
- 2023-05-15 CN CN202321151039.4U patent/CN219731858U/en active Active
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