CN216405290U - Force application engineering trades with throwing stone and fills out dyke foundation reinforcing apparatus - Google Patents
Force application engineering trades with throwing stone and fills out dyke foundation reinforcing apparatus Download PDFInfo
- Publication number
- CN216405290U CN216405290U CN202122632198.3U CN202122632198U CN216405290U CN 216405290 U CN216405290 U CN 216405290U CN 202122632198 U CN202122632198 U CN 202122632198U CN 216405290 U CN216405290 U CN 216405290U
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- Prior art keywords
- reinforcing
- force application
- layer
- application engineering
- foundation
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 69
- 239000004575 stone Substances 0.000 title claims description 17
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000000087 stabilizing effect Effects 0.000 abstract description 5
- 230000006872 improvement Effects 0.000 description 6
- 239000002689 soil Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
Images
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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Revetment (AREA)
Abstract
The utility model provides a riprap filling embankment foundation reinforcing device for force application engineering, and relates to the technical field of embankment foundation reinforcement. According to the utility model, the reinforcing layer and the reinforcing net can reinforce the dam, so that the condition that the dam is washed by flood is prevented, the strength of the dam is improved, and the foundation is buried at the bottom of the riverbed, and the stabilizing layer is arranged at the top of the riverbed, so that the unstable condition at the bottom of the reinforcing layer is prevented, and the condition that the dam is collapsed is prevented.
Description
Technical Field
The utility model relates to the technical field of embankment foundation reinforcement, in particular to a riprap embankment foundation replacement reinforcement device for force application engineering.
Background
Because some projects need to be maintained dykes and dams, consolidate the dykes and dams of original river course both sides, and traditional reinforcement mode is to repair the soil property of both sides into the slope, increases the water-melting area to consolidate dykes and dams, because only the simple slope of repairing the soil property, when proruption flood, still firm inadequately, in case there is river outflow dykes and dams will have the breach, thereby lead to the condition that dykes and dams collapse.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects in the prior art, and provides a riprap embankment foundation replacement and reinforcement device for force application engineering.
In order to achieve the purpose, the utility model adopts the following technical scheme: the utility model provides a force application engineering trades and fills out dyke base reinforcing apparatus with throwing stone, includes dykes and dams, riverbed, embedded groove, ground, stone filling groove, back up coat, reinforcing mat and road bed, the embedded groove has been seted up at the top of riverbed, the inside fixed mounting of embedded groove has the ground, stone filling groove has been seted up to one side of dykes and dams, the top fixed mounting of ground has the back up coat, the fixed surface of back up coat installs the reinforcing mat, the top fixed mounting of dykes and dams has the cement layer, the surface of back up coat is provided with the road bed.
In order to improve the strength of the dam conveniently, the utility model has the improvement that the internal material of the reinforcing layer is stone, and the reinforcing layer is fixedly arranged in the stone filling groove.
In order to stabilize the reinforcing layer, the utility model has the improvement that the reinforcing net is in a hexagonal grid shape, the bottom of the reinforcing net is fixedly arranged in the foundation, and the top of the reinforcing net is fixedly arranged in the cement layer.
In order to stabilize the foundation and the reinforcing net conveniently, the improvement of the utility model is that the foundation is fixedly arranged in a riverbed, the riverbed is fixedly provided with a stabilizing layer, and the stabilizing layer is made of cement.
In order to facilitate the walking of workers on the reinforcing layer, the utility model has the improvement that the roadbed comprises steps, the steps are arranged on the surface of the reinforcing layer, and a platform is fixedly arranged on the surface of the reinforcing layer.
In order to facilitate walking of workers, the utility model has the improvement that the number of the platforms is three, and the three platforms are vertically arranged on the surface of the reinforcing layer.
In order to guide rainwater conveniently, the utility model has the improvement that water guide grooves are arranged on two sides of the ladder.
Compared with the prior art, the utility model has the advantages and positive effects that,
1. according to the utility model, the reinforcing layer and the reinforcing net can reinforce the dam, so that the condition that the dam is washed by flood is prevented, the strength of the dam is improved, and the foundation is buried at the bottom of the riverbed, and the stabilizing layer is arranged at the top of the riverbed, so that the unstable condition at the bottom of the reinforcing layer is prevented, and the condition that the dam is collapsed is prevented.
2. In the utility model, the platform and the ladder in the roadbed are convenient for workers to walk on the surface of the reinforcing layer and clean or maintain the reinforcing layer, so that the service life of the reinforcing layer is prolonged, and the reinforcing layer is maintained in time.
Drawings
FIG. 1 is a schematic view of the overall structure of a riprap embankment foundation reinforcing device for force application engineering according to the present invention;
fig. 2 is an exploded view of a reinforcement device for a riprap embankment foundation for force application engineering.
Illustration of the drawings:
1. a dam; 2. filling a stone groove; 3. a reinforcement layer; 4. a step; 5. a platform; 6. reinforcing the net; 7. a foundation; 8. a riverbed; 9. pre-burying a groove; 10. a stabilizing layer; 11. and (5) a cement layer.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Referring to fig. 1-2, the utility model provides a riprap stone-changing embankment foundation reinforcing device for force application engineering, comprising an embankment 1, a river bed 8, an embedded groove 9, a foundation 7, a gravel-filling groove 2, a reinforcing layer 3, a reinforcing net 6 and a roadbed, wherein the embedded groove 9 is arranged at the top of the river bed 8, the foundation 7 is fixedly arranged inside the embedded groove 9, the gravel-filling groove 2 is arranged at one side of the embankment 1, the reinforcing layer 3 is fixedly arranged at the top of the foundation 7, the reinforcing net 6 is fixedly arranged on the surface of the reinforcing layer 3, the cement layer 11 is fixedly arranged at the top of the embankment 1, the reinforcing layer 3 is made of stones, the reinforcing layer 3 is fixedly arranged inside the gravel-filling groove 2, the reinforcing net 6 is in a hexagonal grid shape, the hexagonal grid reinforcing net 6 can protect the stones of the reinforcing layer 3, and prevent small stones in the reinforcing layer 3 from being washed away under the impact of flood water, thus improving the stability of the reinforcing layer 3, the bottom of the reinforcing net 6 is fixedly installed inside the foundation 7, and the top of the reinforcing net 6 is fixedly installed inside the cement layer 11.
The surface of back up coat 3 is provided with the road bed, the road bed includes ladder 4, the surface at back up coat 3 is seted up to ladder 4, the fixed surface of back up coat 3 installs platform 5, platform 5's quantity is three, three platform 5 is a perpendicular surface of setting at back up coat 3, three platform 5 has made things convenient for the operator to walk on back up coat 3, thereby made things convenient for the operator to observe back up coat 3, the clearance, operations such as maintenance, the both sides of ladder 4 are provided with the guiding gutter, it can the water conservancy diversion rainwater to set up the guiding gutter, thereby the rainwater can be smooth and easy flow in the river.
The working principle is as follows: when the reinforcing layer 3 is impacted by flood, the reinforcing layer 3 can bear the impact of the flood to prevent the direct impact of the flood on the dam 1, so that the soil of the dam 1 is lost and the dam is damaged, the reinforcing net 6 can reinforce stones in the reinforcing layer 3 to prevent small stones from being washed away by the flood to prevent the damage of the whole reinforcing layer 3, so that the firmness of the reinforcing layer 3 is improved, the foundation 7 buried in the riverbed 8 can also prevent the scouring of the flood to prevent the damage of the foundation 7, the reinforcing layer 10 is arranged at the joint of the reinforcing layer 3 and the riverbed 8 to reinforce the joint of the reinforcing layer 3 and the riverbed 8, so that the firmness of the reinforcing layer 3 and the reinforcing net 6 is improved, the platform 5 and the ladder 4 arranged on the surface of the reinforcing layer 3 facilitate an operator to walk on the reinforcing layer 3, and the maintenance of the reinforcing net 6 is facilitated after the flood is finished, the situation that the reinforcing layer 3 and the reinforcing net 6 cannot normally resist flood when flood occurs next time is prevented.
The above description is only a preferred embodiment of the present invention, and not intended to limit the present invention in other forms, and any person skilled in the art may apply the above modifications or changes to the equivalent embodiments with equivalent changes by using the technical contents disclosed in the above description to other fields, but any simple modification, equivalent change and change made to the above embodiments according to the technical essence of the present invention still belong to the protection scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a force application engineering trades and fills out dyke base reinforcing apparatus with throwing stone, includes dykes and dams (1), riverbed (8), embedded groove (9), ground (7), fills out stone groove (2), back up bed (3), reinforcing mat (6) and road bed, its characterized in that: pre-buried groove (9) have been seted up at the top of riverbed (8), the inside fixed mounting of pre-buried groove (9) has ground (7), fill out stone groove (2) have been seted up to one side of dykes and dams (1), the top fixed mounting of ground (7) has back up coat (3), the fixed surface of back up coat (3) installs reinforcing mat (6), the top fixed mounting of dykes and dams (1) has cement layer (11), the surface of back up coat (3) is provided with the road bed.
2. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 1, which is characterized in that: the inside material of back up coat (3) is the stone, back up coat (3) fixed mounting is in the inside of stone-filling groove (2).
3. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 1, which is characterized in that: the reinforcing net (6) is in a hexagonal grid shape, the bottom of the reinforcing net (6) is fixedly installed inside the foundation (7), and the top of the reinforcing net (6) is fixedly installed inside the cement layer (11).
4. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 1, which is characterized in that: ground (7) fixed mounting is in the inside of riverbed (8), riverbed (8) fixed mounting has firm layer (10), the material of firm layer (10) is cement.
5. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 1, which is characterized in that: the roadbed comprises a ladder (4), the ladder (4) is arranged on the surface of the reinforcing layer (3), and a platform (5) is fixedly arranged on the surface of the reinforcing layer (3).
6. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 5, wherein: the number of the platforms (5) is three, and the three platforms (5) are vertically arranged on the surface of the reinforcing layer (3).
7. The reinforcement device for the riprap embankment foundation for force application engineering according to claim 5, wherein: and water guide grooves are arranged on two sides of the ladder (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122632198.3U CN216405290U (en) | 2021-10-30 | 2021-10-30 | Force application engineering trades with throwing stone and fills out dyke foundation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122632198.3U CN216405290U (en) | 2021-10-30 | 2021-10-30 | Force application engineering trades with throwing stone and fills out dyke foundation reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216405290U true CN216405290U (en) | 2022-04-29 |
Family
ID=81299063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122632198.3U Expired - Fee Related CN216405290U (en) | 2021-10-30 | 2021-10-30 | Force application engineering trades with throwing stone and fills out dyke foundation reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216405290U (en) |
-
2021
- 2021-10-30 CN CN202122632198.3U patent/CN216405290U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220429 |
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| CF01 | Termination of patent right due to non-payment of annual fee |