CN219930846U - Novel slope protection structure - Google Patents
Novel slope protection structure Download PDFInfo
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- CN219930846U CN219930846U CN202320248299.7U CN202320248299U CN219930846U CN 219930846 U CN219930846 U CN 219930846U CN 202320248299 U CN202320248299 U CN 202320248299U CN 219930846 U CN219930846 U CN 219930846U
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- 230000000903 blocking effect Effects 0.000 claims abstract description 14
- 239000004575 stone Substances 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 59
- 230000000694 effects Effects 0.000 abstract description 5
- 239000011449 brick Substances 0.000 description 14
- 230000009471 action Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 102000010637 Aquaporins Human genes 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Revetment (AREA)
Abstract
The utility model introduces a novel slope protection structure, which comprises a wave blocking plate, a wave returning plate and a fixing plate; the wave blocking plate is arranged at the bottom of the fixed plate, the wave returning plate is arranged on the side surface of the fixed plate, and the fixed plate is of an L-shaped structure; a circular notch is formed in the middle of the wave returning plate; the wave-blocking plate comprises a plurality of concrete piers which are uniformly distributed at the bottom of the fixing plate. According to the utility model, the wave returning plate is arranged on the side surface of the fixing plate, when a large amount of water waves are hit, the wave returning plate can split the water waves, the horizontal impact force of the water waves is biased, so that the effect of reducing the impact force of the water waves is realized, meanwhile, the middle part of the wave returning plate is provided with the circular notch, the water waves of the straight-surface wave returning plate can turn 180 degrees along the circular notch, and the height of the bottom of the circular notch is the same as that of the wave blocking plate, so that the subsequent water waves can be impacted reversely, the effect of reducing the impact force of the water waves secondarily is realized, and the protection of a slope is finally realized.
Description
Technical Field
The utility model belongs to the field of slope protection design, and particularly relates to a novel slope protection structure.
Background
The hydraulic engineering is an engineering constructed by controlling and allocating surface water and underground water in nature to achieve the aim of removing harm and benefiting, and is also called as a water engineering, water is an essential precious resource for human production and life, but the naturally occurring state of the hydraulic engineering does not completely meet the requirements of human beings, only the hydraulic engineering is constructed to control water flow, prevent flood disasters, regulate and distribute water quantity so as to meet the requirements of people living and production on water resources, and the hydraulic engineering needs to construct different types of hydraulic buildings such as dams, dykes, spillways, sluice gates, water inlets, channels, water grooves, rafts, fishways and the like so as to achieve the aim, but the existing slope protection can not realize blocking and seepage prevention of the water in the channels due to the flatness of the structure.
The ecological slope protection for hydraulic engineering as disclosed in chinese patent CN209760147U belongs to the technical field of hydraulic construction, and including slope protection structure and water guide structure, the water guide structure is built-in to be installed in slope protection structure bottom, and slope protection structure includes embankment, first bank protection, second bank protection, third bank protection, guardrail and slope brick, and first bank protection, second bank protection and third bank protection are laid in the embankment surface from last to down according to the slope in proper order, and the edge outside department of guardrail embedding installation second bank protection, the fixed surface of laying into first bank protection of slope brick. Through setting up slope brick and water collecting groove in the device, the rainwater that water collecting groove can make the bank protection surface in heavy rain weather is toward inside water collecting groove drain away, and the slope water and soil part of part takes away fast to the surface rivers takes place to run off, and the slope brick makes the turf on first bank protection surface can have certain protective power, is difficult for being erodeed away by the rivers, is applicable to the production and the use that are used for hydraulic engineering's ecological bank protection. Although three-stage slope protection is arranged, the impact direction of water flow is not changed, and the diffused water waves directly impact the right-angle sides of the slope protection, so that the damage of slope protection concrete is necessarily caused along with the time.
An integrated anti-impact ecological slope protection brick and system for slope protection planting is disclosed in Chinese patent CN215715389U, wherein the anti-impact ecological slope protection brick is formed by combining an A-type slope protection brick and a B-type slope protection brick; the A-type slope protection brick and the B-type slope protection brick are provided with planting cavities, and planting holes communicated with the planting cavities are formed in the upper surfaces of the A-type slope protection brick and the B-type slope protection brick; the two opposite sides of the A-type slope protection brick and the two opposite sides of the B-type slope protection brick are provided with right-angle connection shoulders which are matched. The planting bags, the steel belts and the concrete pressing blocks form an anti-impact ecological slope protection system, and the designed ecological slope protection system can adapt to slope protection with different slope ratios and can greatly improve construction efficiency; but it also does not solve the problem of continuous impact of water waves on the slope protection.
Because the design of current river levee bank protection does not consider the continuous impact of unrestrained to the concrete bank protection, and then leads to the damage problem of concrete bank protection, a novel slope protection structure of urgent need design to realize reducing the impact force of unrestrained to water, finally realize the protection to the bank protection.
Disclosure of Invention
In order to solve the problem of damage to the concrete slope caused by continuous impact of water waves on the concrete slope, the utility model designs a novel slope protection structure so as to reduce the impact force of the water waves and further realize protection of the slope.
A novel slope protection structure comprises a wave-resistant plate, a wave-returning plate and a fixing plate;
the wave-blocking plate is arranged at the bottom of the fixed plate;
the wave returning plate is arranged on the side surface of the fixed plate;
the fixing plate is of an L-shaped structure.
Preferably, a circular notch is arranged in the middle of the wave returning plate.
Preferably, the height of the bottom of the circular notch is the same as the height of the wave-blocking plate.
Preferably, the wave returning plates are uniformly arranged on the side surfaces of the fixing plates.
Preferably, the wave blocking plate comprises a plurality of concrete piers;
the concrete stone piers are uniformly distributed at the bottom of the fixed plate.
Preferably, the number of the concrete piers vertically arranged is the same as the number of the concrete piers horizontally arranged.
Preferably, the concrete piers are arranged on a 5 x 5 scale.
Preferably, the concrete stone pier fixing piece further comprises a main shaft and a plurality of side shafts, wherein the side shafts are horizontally and equidistantly arranged; the main axis is perpendicular to the side axis.
Preferably, the main shaft and the side shaft are formed by integral concrete casting.
Preferably, the width of the main shaft is the same as the lateral spacing between concrete piers.
The utility model has the following advantages and effects:
1. according to the novel slope protection structure designed by the utility model, the wave returning plate is arranged on the side surface of the fixing plate, when a large amount of water waves are hit, the wave returning plate can split the water waves and turn the horizontal impact force of the water waves, so that the effect of reducing the impact force of the water waves is realized, meanwhile, the middle part of the wave returning plate is provided with the circular notch, the water waves of the straight-face wave returning plate can turn 180 degrees along the circular notch, and the height of the bottom of the circular notch is the same as that of the wave blocking plate, so that the impact of the water waves which are blown in later can be carried out at the moment, the impact force of the water waves is reduced for the second time, and the protection of the slope protection is finally realized.
2. According to the novel slope protection structure, the uniform concrete piers are arranged at the bottom of the fixing plate to form the wave-blocking plate, when water waves are hit, the intermittently arranged concrete piers can apply multilayer horizontal resistance to the water waves, gaps among the concrete piers can form a descending space for the water waves, and the water waves close to the wave-returning plate are gradually reduced.
3. According to the novel slope protection structure, when all water surfaces are diffused through the wave blocking plate, the height of the fixing plate is relatively high, so that the fixing plate can intercept river water diffused through the wave blocking plate, and the ground on the other side of the fixing plate can be dried.
The foregoing description is only an overview of the present utility model, and is intended to provide a better understanding of the technical means of the present utility model, so that the present utility model may be practiced according to the teachings of the present specification, and so that the above-mentioned and other objects, features and advantages of the present utility model may be better understood, and the following detailed description of the preferred embodiments of the present utility model will be presented in conjunction with the accompanying drawings.
The above and other objects, advantages and features of the present utility model will become more apparent to those skilled in the art from the following detailed description of the specific embodiments of the present utility model when taken in conjunction with the accompanying drawings.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art. Like elements or portions are generally identified by like reference numerals throughout the several figures. In the drawings, elements or portions thereof are not necessarily drawn to scale.
FIG. 1 is a side view of a novel slope protection structure provided by the utility model;
FIG. 2 is a diagram of the structure of the wave returning plate provided by the utility model;
FIG. 3 is a state diagram of the novel slope protection structure without concrete stone pier fixing members;
FIG. 4 is a block diagram of the concrete pier fastener of the present utility model;
reference numerals: 1. wave-blocking plate; 2. a wave returning plate; 3. a fixing plate; 4. a circular notch; 5. concrete stone piers; 6. a main shaft; 7. a side shaft.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. In the following description, specific details such as specific configurations and components are provided merely to facilitate a thorough understanding of embodiments of the utility model. It will therefore be apparent to those skilled in the art that various changes and modifications can be made to the embodiments described herein without departing from the scope and spirit of the utility model. In addition, descriptions of well-known functions and constructions are omitted in the embodiments for clarity and conciseness.
It should be appreciated that reference throughout this specification to "one embodiment" or "this embodiment" means that a particular feature, structure or characteristic described in connection with the embodiment is included in at least one embodiment of the present utility model. Thus, the appearances of the "one embodiment" or "this embodiment" in various places throughout this specification are not necessarily all referring to the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments.
Furthermore, the present utility model may repeat reference numerals and/or letters in the various examples. This repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed.
The term "and/or" is herein merely an association relationship describing an associated object, meaning that there may be three relationships, e.g., a and/or B, may represent: the terms "/and" herein describe another associative object relationship, indicating that there may be two relationships, e.g., a/and B, may indicate that: the character "/" herein generally indicates that the associated object is an "or" relationship.
The term "at least one" is herein merely an association relation describing an associated object, meaning that there may be three kinds of relations, e.g., at least one of a and B may represent: a exists alone, A and B exist together, and B exists alone.
It is further 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 "comprise," "include," or any other variation thereof, are intended to cover a non-exclusive inclusion.
Example 1
The embodiment mainly introduces a novel slope protection structure, which comprises a wave blocking plate 1, a wave returning plate 2 and a fixing plate 3;
the wave-blocking plate 1 is arranged at the bottom of the fixed plate 3;
the wave returning plate 2 is arranged on the side surface of the fixed plate 3;
the fixing plate 3 is of an L-shaped structure.
Further, a circular notch 4 is arranged in the middle of the wave returning plate 2.
Further, the height of the bottom of the circular notch 4 is the same as the height of the wave-blocking plate 1.
Further, the wave returning plates 2 are uniformly distributed on the side surface of the fixing plate 3.
Further, the wave-blocking plate 1 comprises a plurality of concrete piers 5;
the concrete piers 5 are uniformly distributed at the bottom of the fixed plate 3.
Further, the number of the concrete piers 5 vertically arranged is the same as the number of the concrete piers horizontally arranged.
According to the novel slope protection structure designed by the utility model, the wave returning plate is arranged on the side surface of the fixing plate, when a large amount of water waves are hit, the wave returning plate can split the water waves and turn the horizontal impact force of the water waves, so that the effect of reducing the impact force of the water waves is realized, meanwhile, the middle part of the wave returning plate is provided with the circular notch, the water waves of the straight-face wave returning plate can turn 180 degrees along the circular notch, and the height of the bottom of the circular notch is the same as that of the wave blocking plate, so that the impact of the water waves which are blown in later can be carried out at the moment, the impact force of the water waves is reduced for the second time, and the protection of the slope protection is finally realized.
Example 2
Based on the above embodiment 1, the present embodiment mainly introduces a novel slope protection structure, and the specific design please refer to fig. 1 and 3, including a wave blocking plate 1, a wave returning plate 2 and a fixing plate 3;
the wave-blocking plate 1 is arranged at the bottom of the fixed plate 3;
the wave returning plate 2 is arranged on the side surface of the fixed plate 3; the wave returning plate 2 is used for diverting water waves and steering and biasing impact force on the water waves.
The fixing plate 3 is of an L-shaped structure.
When the revetment designed by the utility model is arranged on an inclined river bank, the wave returning plate 2 is in a gradually inclined and ascending state in the actual position, and the wave returning plate 2 is also in an inclined state. At this time, the wave-blocking plate 1 can block river water in multiple layers, and the wave-returning plate 2 can block the spreading river water and water waves.
Further, a circular notch 4 is provided in the middle of the wave returning plate 2, and fig. 2 is referred to for specific design.
Furthermore, the height of the bottom of the circular notch 4 is the same as the height of the wave-blocking plate 1, and the water wave of the straight-face wave-returning plate can turn 180 degrees along the circular notch.
Further, the wave returning plates 2 are uniformly distributed on the side surface of the fixing plate 3.
Further, the wave-blocking plate 1 comprises a plurality of concrete piers 5;
the concrete piers 5 are uniformly distributed at the bottom of the fixed plate 3.
Further, the concrete piers 5 are set up on a 5×5 scale.
Further, referring to fig. 4, the concrete stone pier fixing member includes a main shaft 6 and a plurality of side shafts 7, and the side shafts 7 are horizontally and equidistantly arranged; the main shaft 6 is perpendicular to the side shaft 7.
Further, the main shaft 6 and the side shaft 7 are formed by integral concrete casting.
Further, the width of the main shaft 6 is the same as the lateral spacing between the concrete piers 5.
According to the novel slope protection structure, the uniform concrete piers are arranged at the bottom of the fixing plate to form the wave-blocking plate, when water waves are hit, the intermittently arranged concrete piers can apply multilayer horizontal resistance to the water waves, gaps among the concrete piers can form a descending space for the water waves, and the water waves close to the wave-returning plate are gradually reduced.
According to the novel slope protection structure, when all water surfaces are diffused through the wave blocking plate, the height of the fixing plate is relatively high, so that the fixing plate can intercept river water diffused through the wave blocking plate, and the ground on the other side of the fixing plate can be dried. Meanwhile, the present embodiment restricts a plurality of concrete piers 5 by using the concrete pier fixing member, ensuring the relative stability of the plurality of concrete piers 5.
The above description is only of the preferred embodiments of the present utility model and it is not intended to limit the scope of the present utility model, but various modifications and variations can be made by those skilled in the art. Variations, modifications, substitutions, integration and parameter changes may be made to these embodiments by conventional means or may be made to achieve the same functionality within the spirit and principles of the present utility model without departing from such principles and spirit of the utility model.
Claims (10)
1. The novel slope protection structure is characterized by comprising a wave blocking plate (1), a wave returning plate (2) and a fixing plate (3);
the wave-blocking plate (1) is arranged at the bottom of the fixed plate (3);
the wave returning plate (2) is arranged on the side face of the fixed plate (3);
the fixing plate (3) is of an L-shaped structure.
2. The novel slope protection structure according to claim 1, wherein a circular notch (4) is formed in the middle of the wave returning plate (2).
3. The novel slope protection structure according to claim 2, wherein the height of the bottom of the circular notch (4) is the same as the height of the wave-blocking plate (1).
4. A novel slope protection structure according to any one of claims 1, 2 or 3, wherein the wave return plates (2) are uniformly arranged on the side surfaces of the fixing plates (3).
5. A novel slope protection structure according to any one of claims 1 or 3, characterized in that the wave-blocking plate (1) comprises a plurality of concrete piers (5);
the concrete stone piers (5) are uniformly distributed at the bottom of the fixed plate (3).
6. The novel slope protection structure according to claim 5, wherein the number of the concrete piers (5) vertically arranged is the same as the number of the concrete piers horizontally arranged.
7. A new slope protection structure according to claim 6, characterized in that the concrete piers (5) are arranged on a 5 x 5 scale.
8. The novel slope protection structure according to claim 5, further comprising a concrete stone pier fixing member, wherein the concrete stone pier fixing member comprises a main shaft (6) and a plurality of side shafts (7), and the side shafts (7) are horizontally and equidistantly arranged; the main shaft (6) is perpendicular to the side shaft (7).
9. The novel slope protection structure according to claim 8, wherein the main shaft (6) and the side shaft (7) are formed by integral concrete casting.
10. A new slope protection structure according to any one of claims 8 or 9, characterized in that the width of the main shaft (6) is the same as the lateral spacing between the concrete piers (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320248299.7U CN219930846U (en) | 2023-02-19 | 2023-02-19 | Novel slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320248299.7U CN219930846U (en) | 2023-02-19 | 2023-02-19 | Novel slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219930846U true CN219930846U (en) | 2023-10-31 |
Family
ID=88496143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320248299.7U Active CN219930846U (en) | 2023-02-19 | 2023-02-19 | Novel slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219930846U (en) |
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2023
- 2023-02-19 CN CN202320248299.7U patent/CN219930846U/en active Active
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