CN216074982U - Slope protection for river levee in hydraulic engineering design - Google Patents
Slope protection for river levee in hydraulic engineering design Download PDFInfo
- Publication number
- CN216074982U CN216074982U CN202122537842.9U CN202122537842U CN216074982U CN 216074982 U CN216074982 U CN 216074982U CN 202122537842 U CN202122537842 U CN 202122537842U CN 216074982 U CN216074982 U CN 216074982U
- Authority
- CN
- China
- Prior art keywords
- slope
- protection
- hydraulic engineering
- engineering design
- vertical support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model provides a slope protection for river bank in hydraulic engineering design, which comprises a vertical support plate and a protective slope structure arranged on the side edge of the vertical support plate, wherein the vertical support plate is higher than the highest part of the protective slope structure, the protective slope structure comprises a slope and a baffle on the side edge, a reinforcing hole penetrating through the slope is formed in the slope, a reinforcing rod is arranged in the reinforcing hole structure in a matched mode, and a plurality of supporting parts connected with the upper surface and the lower surface of the protective slope are arranged in the slope protection. The river bank is firmly fixed by the revetment in the hydraulic engineering design, and the possibility of displacement of the protection slope is favorably reduced by inserting or embedding and connecting the reinforcing rods and the fixing parts with the ground; simultaneously this protection slope structure can make up the use, and accessible connection structure or direct welded mode realize that a plurality of protection slope structures make up wholly, and can further improve its stability can, increase the security.
Description
Technical Field
The utility model relates to the technical field of river protection, in particular to a revetment for river dike designed by hydraulic engineering.
Background
The river course which is older and farther is corroded by river water and rainwater and is damaged by wild organisms and people for a long time, so that the protection effect is greatly reduced, and the situation of bank breaking is easily caused when the river course encounters flood.
Based on this, a bank protection for river bank is urgently needed to appear in the hydraulic engineering design.
SUMMERY OF THE UTILITY MODEL
In order to comprehensively solve the existing problems that the protection effect of the riverway which is relatively long in the past is greatly reduced due to the fact that the riverway is eroded by river water and rainwater and is damaged by wild organisms and people for a long time, and the bank break condition is easily caused when flood occurs, the utility model provides a slope protection for river levee embankment designed by hydraulic engineering.
The utility model adopts the following technical means:
the utility model provides a hydraulic engineering design river course slope protection for dyke, includes vertical support plate and sets up in the protection slope structure of its avris, vertical support plate highly is higher than protection slope structure highest point, protection slope structure includes the baffle of slope and side, be equipped with the enhancement hole that runs through it on the slope, the supporting stiffener that is provided with in the enhancement pore structure, the inside supporting part that is equipped with a plurality of connections protection slope top and bottom of protecting slope that protects.
As a further illustration, the supporting portion is arranged inside the protective slope structure in a cross structure, and is used for increasing the pressure resistance of the protective slope structure.
As further explanation, set up on the baffle and run through the horizontal connecting hole of protection slope, the connecting hole is provided with and is no less than three groups, makes things convenient for a plurality of protection slope structure combination to use, and accessible connection structure connects a plurality of protection slope units simultaneously, helps increasing its stability to improve the protective effect.
As a further explanation, the included angle between the slope and the horizontal plane is 30-45 degrees, so that the material consumption can be saved, and the concrete structure poured above the slope and the soil are more firmly bonded and are not easy to slip off.
As a further explanation, the reinforcing holes are arranged in a plurality of groups side by side, the connecting lines between the reinforcing holes are parallel to the vertical supporting plate, and the reinforcing rods connected to the underground in the reinforcing holes help to enhance the stability of the protection slope, prevent displacement and reduce the occurrence of breakwater accidents.
As a further explanation, the bottom of the vertical supporting plate is provided with a fixing part for embedding, the fixing part is below the horizontal position of the protection slope structure, and the fixing part is embedded below the ground, so that the stability of the protection slope is further improved, and the displacement is reduced.
Compared with the prior art, the utility model has the beneficial effects that:
the river bank is firmly fixed by the revetment in the hydraulic engineering design, and the possibility of displacement of the protection slope is favorably reduced by inserting or embedding and connecting the reinforcing rods and the fixing parts with the ground; simultaneously this protection slope structure can make up the use, and accessible connection structure or direct welded mode realize that a plurality of protection slope structures make up wholly, and can further improve its stability can, increase the security.
Drawings
FIG. 1 is a schematic view showing an overall structure of a revetment for river bank according to the present invention;
fig. 2 is a schematic view of a revetment structure for river bank according to the present invention.
Detailed Description
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
The utility model is further described below with reference to the accompanying drawings:
as shown in the figures 1-2 of the drawings,
the utility model provides a hydraulic engineering design river course slope protection for dyke, includes vertical support plate 1 and sets up in the protection slope structure of its avris, vertical support plate 1 highly is higher than protection slope structure highest point, the protection slope structure includes the baffle 3 of slope 6 and side, be equipped with the enhancement hole 4 that runs through it on the slope 6, the supporting stiffener 5 that is provided with in the enhancement hole structure 4, the inside supporting part 8 that is equipped with a plurality of connections protection slopes of protection slope.
Wherein, the supporting part 8 is the crossing structure and sets up inside the slope protection structure for increase the compressive property of protection slope structure. Seted up on the baffle 3 and run through 2 horizontal connecting holes 7 of protection slope, connecting hole 7 is provided with and is no less than three groups, makes things convenient for a plurality of protection slope structure combination to use, and accessible connection structure connects a plurality of protection slope units simultaneously, helps increasing its stability to improve the protecting effect. The included angle between the slope 6 and the horizontal plane is 30-45 degrees, so that materials can be saved, and meanwhile, the concrete structure poured above the slope and the soil are more firmly bonded and are not easy to slip off. Strengthen hole 4 and be provided with a plurality of groups side by side, just it is parallel to each other with vertical support plate 1 to strengthen the line between the hole 4, connects in the stiffener 5 of underground through strengthening in the hole 4, helps strengthening the stability ability of slope protection, prevents to take place the displacement, reduces the emergence of the accident of bursting a dike. The fixed part 2 that is used for burying underground is provided with to 1 bottom of vertical support plate, fixed part 2 is in below the protection slope structure horizontal position, buries underground in the below ground through fixed part 2, further improves the stability of protection slope protection, reduces the displacement and takes place.
The river bank is firmly fixed by the revetment in the hydraulic engineering design, and the possibility of displacement of the protection slope is favorably reduced by inserting or embedding and connecting the reinforcing rods and the fixing parts with the ground; simultaneously this protection slope structure can make up the use, and accessible connection structure or direct welded mode realize that a plurality of protection slope structures make up wholly, and can further improve its stability can, increase the security.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a hydraulic engineering design river course slope protection for dyke, its characterized in that, including vertical support board (1) and set up in the protection slope structure of vertical support board (1) avris, vertical support board (1) highly is higher than protection slope structure highest point, protection slope structure includes baffle (3) of slope (6) and side, be equipped with on slope (6) and run through its enhancement hole (4), supporting in strengthening hole (4) is provided with stiffener (5), protection slope protection inside is equipped with a plurality of connections and protects supporting part (8) of slope top and bottom.
2. The revetment for a river bank for hydraulic engineering design according to claim 1, wherein the supporting portion (8) is disposed inside the protective slope structure in a cross structure.
3. The revetment for river bank of hydraulic engineering design according to claim 1, wherein the baffle (3) is provided with connecting holes (7) extending transversely through the revetment, and at least three groups of connecting holes (7) are provided.
4. The revetment for a river bank for hydraulic engineering design according to claim 1, wherein the angle between the slope (6) and the horizontal plane is 30-45 degrees.
5. The revetment for a river bank for hydraulic engineering design according to claim 1, wherein the reinforcement holes (4) are arranged in several groups side by side and the connecting line between the reinforcement holes (4) is parallel to the vertical support plate (1).
6. The revetment for river bank of hydraulic engineering design according to claim 1, wherein the bottom of the vertical support plate (1) is provided with a fixing part (2) for burying, and the fixing part (2) is located below the horizontal position of the protective slope structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122537842.9U CN216074982U (en) | 2021-10-21 | 2021-10-21 | Slope protection for river levee in hydraulic engineering design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122537842.9U CN216074982U (en) | 2021-10-21 | 2021-10-21 | Slope protection for river levee in hydraulic engineering design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216074982U true CN216074982U (en) | 2022-03-18 |
Family
ID=80640290
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122537842.9U Active CN216074982U (en) | 2021-10-21 | 2021-10-21 | Slope protection for river levee in hydraulic engineering design |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216074982U (en) |
-
2021
- 2021-10-21 CN CN202122537842.9U patent/CN216074982U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5157710B2 (en) | Embankment reinforcement structure | |
| JP5817272B2 (en) | Embankment reinforcement structure | |
| CN214783653U (en) | Reinforced river bank protection structure | |
| CN216074982U (en) | Slope protection for river levee in hydraulic engineering design | |
| JP3170990U (en) | Breakwater for overturning drag | |
| CN206477308U (en) | A kind of compatible ready-package river levee in dike road | |
| JP2014101663A (en) | Gravity-type breakwater | |
| CN112942242B (en) | Bank dyke scour protection floating dam structure and bank dyke scour protection system | |
| CN210507492U (en) | Cofferdam structure | |
| WO2014058387A1 (en) | A versatile erosion control system | |
| CN209816577U (en) | Coastal soft soil foundation riverside embankment widening structure | |
| KR20060114815A (en) | Method for constructing the coastline covering structures having a buffering function preventing the coastal erosion | |
| CN209958291U (en) | Anti-overflow dam capable of being assembled and disassembled instantly | |
| CN218375721U (en) | Building retaining wall | |
| CN106480853A (en) | The ground work sand bowel bag that can be arranged for erosion control with many | |
| JP2017186759A (en) | Improvement method for breakwater structure | |
| CN216948074U (en) | Prevention of seepage hydraulic engineering dykes and dams | |
| CN211446797U (en) | Seawall ecological face guard structure | |
| CN210887125U (en) | Pier body anti-collision structure on side slope of adjacent river | |
| CN208933905U (en) | A kind of modified high-rise pile cap bank protection structure | |
| CN219260887U (en) | Reinforcing structure for preventing embankment from seepage | |
| JP7362325B2 (en) | seawall | |
| CN211922485U (en) | Port road junction bank wall construction reinforcing apparatus | |
| CN104005430B (en) | The external block anti-float method of reinforced concrete water pond | |
| CN220686081U (en) | Diversion and foundation pit supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |