CN210288285U - Hydraulic engineering plunger type dykes and dams reinforced structure - Google Patents
Hydraulic engineering plunger type dykes and dams reinforced structure Download PDFInfo
- Publication number
- CN210288285U CN210288285U CN201920242936.3U CN201920242936U CN210288285U CN 210288285 U CN210288285 U CN 210288285U CN 201920242936 U CN201920242936 U CN 201920242936U CN 210288285 U CN210288285 U CN 210288285U
- Authority
- CN
- China
- Prior art keywords
- layer
- reinforcement
- plunger type
- rod
- filling layer
- 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.)
- Expired - Fee Related
Links
- 239000002689 soil Substances 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 238000005096 rolling process Methods 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to a hydraulic engineering plunger type dykes and dams reinforced structure, including dykes and dams, soil horizon, concrete layer and filling layer, the bottom of dykes and dams is the soil horizon, the top of soil horizon covers there is the filling layer, concrete layer has been pour above the filling layer, this hydraulic engineering plunger type dykes and dams reinforced structure, through setting up a plurality of anchor piles, this anchor pile connects concrete layer, filling layer and soil horizon, make concrete layer, filling layer and soil horizon structure as an organic whole, and then improve dykes and dams stability, make its life greatly improve, and flood-fighting is effectual, reduce the potential safety hazard, through fixing through the connecting rod between a plurality of transversely arranged anchor piles, a plurality of longitudinally arranged anchor piles are fixed through the dead lever, make and cooperate the use between a plurality of anchor piles, stability obtains the very big improvement, and the length of dead lever and connecting rod all can be adjusted, making it more applicable.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field specifically is a hydraulic engineering plunger type dykes and dams reinforced structure.
Background
And (3) dam: the generic term of dike and dam also refers broadly to water-tight and water-retaining buildings and structures: for example, dykes and dams are to be built tightly to prevent water. Modern dams come in two main categories: earth-rock dams and concrete dams, and in recent years, large dams are all built by high-tech reinforced cement.
In the hydraulic engineering construction, the dam is an important component for blocking flood, the stability of the current dam construction is poor, the bottom end of the dam is easy to corrode, and the dam is further subjected to serious impact, and the stability and the shock resistance of the dam are very important characteristics of the building due to the fact that the strength of the dam is low and the dam is damaged, and therefore, the plunger type dam reinforcing structure for the hydraulic engineering is necessary to design.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a hydraulic engineering plunger type dykes and dams reinforced structure to the not enough that exists to prior art to improve the problem that proposes in the above-mentioned background art.
In order to improve the above problem, the present invention is embodied by the following technical solutions: the utility model provides a hydraulic engineering plunger type dykes and dams reinforced structure, includes dykes and dams, soil horizon, concrete layer and filling layer, the bottom of dykes and dams is the soil horizon, the top on soil horizon covers there is the filling layer, concrete layer has been pour to the top on filling layer, the front surface of dykes and dams has built the back coat, and the front bezel has been pour to the front surface of this back coat, set up a plurality of reinforcement piles between soil horizon and the filling layer, this reinforcement pile is transverse arrangement and longitudinal arrangement, the fixed block has been fixed on the surface around the reinforcement pile, is provided with the dead lever between the reinforcement pile of two adjacent longitudinal arrangements, the both ends and the fixed block welding of dead lever, the superficial welding has the connecting block about the reinforcement pile, is provided with the connecting rod between the reinforcement pile of two adjacent transverse arrangements, the both ends and the connecting block welding.
As a preferred embodiment of the present invention, the fixed rod is composed of two outer rods and an inner rod, the inside of the outer rod is provided with a sliding cavity, the inside of the two sliding cavities is respectively located at the two ends of the inner rod, and is connected with the sliding cavity in a sliding manner, and the surface of the outer rod is provided with a bolt for screwing which is communicated with the inside of the sliding cavity.
As a preferred embodiment of the present invention, the connecting rod is composed of an inner column and an outer column, a threaded hole is provided inside one end of the outer column, the surface of the inner column is provided with an external thread, and one end of the inner column is connected to the threaded hole of the outer column by a thread.
As a preferred embodiment of the present invention, the connecting block is composed of a rectangular block and a connecting plate, the front side surface of the rectangular block is provided with a spherical groove, a rolling ball is arranged in the spherical groove, and the other side of the rolling ball is fixedly connected with the connecting plate.
As a preferred embodiment of the utility model, the inside of reinforcing pile sets up the cavity, the upper end welding of reinforcing pile has the upper cover, and the intermediate position of this upper cover is provided with the rectangular block with the inside intercommunication of cavity, the surface of upper cover sets up a plurality of equidistant ring channels from top to bottom, the bottom surface setting of reinforcing pile sets up the plug, and this plug is the toper structure.
As a preferred embodiment of the utility model, the back up coat is the metalling, the front bezel adopts concrete placement to make, the filling layer is sand layer.
The utility model has the advantages that: the utility model discloses a hydraulic engineering plunger type dykes and dams reinforced structure, including dykes and dams, soil horizon, concrete layer, filling layer, front bezel, back up coat, reinforced pile, cavity, upper cover, ring channel, plug, fixed block, outer pole, screw bolt, interior pole, smooth chamber, dead lever, rectangular block, ring channel, spin, connecting plate, connecting block, interior post, connecting rod, outer post.
1. This hydraulic engineering plunger type dykes and dams reinforced structure through setting up a plurality of anchor piles, and concrete layer, filling layer and soil horizon are connected to this anchor pile for concrete layer, filling layer and soil horizon structure as an organic whole, and then improve the stability of dykes and dams, make its life obtain very big improvement, and the flood fighting is effectual, reduces the potential safety hazard.
2. This hydraulic engineering plunger type dykes and dams reinforced structure is fixed through the connecting rod between the reinforcing pile with a plurality of transverse arrangement, and a plurality of longitudinal arrangement's reinforcing pile passes through the dead lever to be fixed for the cooperation is used between a plurality of reinforcing piles, and stability obtains very big improvement, and the length of dead lever and connecting rod all can be adjusted, makes more the suitability.
The utility model discloses compensate the weak point in the background art to a certain extent.
Drawings
Fig. 1 is a schematic view of the overall structure of the plunger type dam reinforcing structure of the hydraulic engineering of the present invention;
FIG. 2 is a schematic view of the vertical connection of the reinforcing piles of the hydraulic engineering plunger type dam reinforcing structure of the present invention;
FIG. 3 is a schematic view of the transverse connection of the reinforcing piles of the hydraulic engineering plunger type dam reinforcing structure of the present invention;
fig. 4 is an enlarged schematic view of a part a of a plunger type dam reinforcement structure of hydraulic engineering of the present invention;
in the figure: 1. a dam; 2. a soil layer; 3. a concrete layer; 4. a filling layer; 5. a front plate; 6. a reinforcement layer; 7. reinforcing piles; 8. a cavity; 9. an upper cover; 10. an annular groove; 11. a plug; 12. a fixed block; 13. an outer rod; 14. screwing the bolt; 15. an inner rod; 16. a slide chamber; 17. fixing the rod; 18. a rectangular block; 19. an annular groove; 20. rolling a ball; 21. a connecting plate; 22. connecting blocks; 23. an inner column; 24. a connecting rod; 25. and an outer column.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a hydraulic engineering plunger type dam reinforcement structure comprises a dam 1, a soil layer 2, a concrete layer 3 and a filling layer 4, wherein the soil layer 2 is arranged at the bottom of the dam 1, the filling layer 4 covers the soil layer 2, the concrete layer 3 is poured above the filling layer 4, a reinforcement layer 6 is built on the front surface of the dam 1, a front plate 5 is poured on the front surface of the reinforcement layer 6, a plurality of reinforcement piles 7 are arranged between the soil layer 2 and the filling layer 4, the reinforcement piles 7 are arranged transversely and longitudinally, fixing blocks 12 are fixed on the front and rear surfaces of the reinforcement piles 7, a fixing rod 17 is arranged between every two adjacent longitudinally arranged reinforcement piles 7, two ends of the fixing rod 17 are welded with the fixing blocks 12, connecting blocks 22 are welded on the left and right surfaces of the reinforcement piles 7, a connecting rod 24 is arranged between every two adjacent transversely arranged reinforcement piles 7, the two ends of the connecting rod 24 are welded with the connecting blocks 22.
The working principle is as follows: during the use, soil layer 3, filling layer 4 and soil horizon 2, make concrete layer 3, filling layer 4 and soil horizon 2 be the integral structure, and then improve the stability of dykes and dams, make its life obtain very big improvement, and flood fighting is effectual, reduce the potential safety hazard, it is fixed through connecting rod 24 between the reinforcing pile 7 with a plurality of transverse arrangement, a plurality of longitudinal arrangement's reinforcing pile 7 is fixed through dead lever 17, make the cooperation use between a plurality of reinforcing piles 7, stability obtains very big improvement, and dead lever 17 and connecting rod 24's length all can be adjusted, make to have more the suitability.
As a preferred embodiment of the present invention, the fixing rod 17 is composed of two outer rods 13 and an inner rod 15, the inner portion of the outer rod 13 is provided with a sliding cavity 16, the two ends of the inner rod 15 are respectively arranged inside the two sliding cavities 16 and are connected with the sliding cavity 16 in a sliding manner, and the surface of the outer rod 13 is provided with a screwing bolt 14 communicated with the inside of the sliding cavity 16.
As a preferred embodiment of the present invention, the connecting rod 24 is composed of an inner column 23 and an outer column 25, a threaded hole is provided inside one end of the outer column 25, an external thread is provided on the surface of the inner column 23, and one end of the inner column 23 is screwed into the threaded hole of the outer column 25.
As a preferred embodiment of the present invention, the connecting block 22 is composed of a rectangular block 18 and a connecting plate 21, a spherical groove 19 is provided on the front side surface of the rectangular block 18, a rolling ball 20 is provided in the spherical groove 19, and the other side of the rolling ball 20 is fixedly connected to the connecting plate 21.
As a preferred embodiment of the present invention, the inside of the reinforcing pile 7 is provided with the cavity 8, the upper end of the reinforcing pile 7 is welded with the upper cover 9, the middle position of the upper cover 9 is provided with the rectangular block 18 communicated with the inside of the cavity 8, the surface of the upper cover 9 is provided with a plurality of upper and lower equidistant annular grooves 10, the bottom surface of the reinforcing pile 7 is provided with the setting plug 11, and the plug 11 is of a conical structure.
As a preferred embodiment of the utility model, the back up coat 6 is the metalling, the front bezel 5 adopts concrete placement to make, the filling layer 4 is sand layer.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A hydraulic engineering plunger type dam reinforcement structure comprises a dam (1), a soil layer (2), a concrete layer (3) and a filling layer (4), and is characterized in that the bottom of the dam (1) is the soil layer (2), the filling layer (4) covers the soil layer (2), the concrete layer (3) is poured above the filling layer (4), a reinforcement layer (6) is built on the front surface of the dam (1), a front plate (5) is poured on the front surface of the reinforcement layer (6), a plurality of reinforcement piles (7) are arranged between the soil layer (2) and the filling layer (4), the reinforcement piles (7) are transversely arranged and longitudinally arranged, fixing blocks (12) are fixed on the front and rear surfaces of the reinforcement piles (7), a fixing rod (17) is arranged between every two adjacent longitudinally arranged reinforcement piles (7), and two ends of the fixing rod (17) are welded with the fixing blocks (12), the reinforcing pile is characterized in that connecting blocks (22) are welded on the left surface and the right surface of each reinforcing pile (7), connecting rods (24) are arranged between every two adjacent reinforcing piles (7) which are transversely arranged, and two ends of each connecting rod (24) are welded with the connecting blocks (22).
2. The plunger type dam reinforcement structure for the hydraulic engineering as claimed in claim 1, wherein the fixed rod (17) is composed of two outer rods (13) and an inner rod (15), a sliding cavity (16) is arranged inside the outer rod (13), both ends of the inner rod (15) are respectively arranged inside the two sliding cavities (16) and are connected with the sliding cavities in a sliding way, and a screwing bolt (14) communicated with the inside of the sliding cavity (16) is arranged on the surface of the outer rod (13).
3. The plunger type dam reinforcement structure according to claim 1, wherein said connecting rod (24) is composed of an inner column (23) and an outer column (25), a threaded hole is provided inside one end of said outer column (25), an external thread is provided on the surface of said inner column (23), and one end of said inner column (23) is threadedly coupled into the threaded hole of said outer column (25).
4. The plunger type dam reinforcement structure for hydraulic engineering according to claim 1, characterized in that the connection block (22) is composed of a rectangular block (18) and a connection plate (21), the front side surface of the rectangular block (18) is provided with a spherical groove (19), the spherical groove (19) is provided with a rolling ball (20), and the other side of the rolling ball (20) is fixedly connected with the connection plate (21).
5. The plunger type dam reinforcement structure for the water conservancy project according to claim 1, characterized in that the inside of the reinforcing pile (7) is provided with a cavity (8), the upper end of the reinforcing pile (7) is welded with an upper cover (9), a rectangular block (18) communicated with the inside of the cavity (8) is arranged at the middle position of the upper cover (9), the surface of the upper cover (9) is provided with a plurality of upper and lower equally spaced annular grooves (10), the bottom surface of the reinforcing pile (7) is provided with a plug (11), and the plug (11) is of a conical structure.
6. The plunger type dam reinforcement structure for water conservancy projects according to claim 1, wherein the reinforcement layer (6) is a gravel layer, the front plate (5) is made of concrete casting, and the filling layer (4) is a sand layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920242936.3U CN210288285U (en) | 2019-02-26 | 2019-02-26 | Hydraulic engineering plunger type dykes and dams reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920242936.3U CN210288285U (en) | 2019-02-26 | 2019-02-26 | Hydraulic engineering plunger type dykes and dams reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210288285U true CN210288285U (en) | 2020-04-10 |
Family
ID=70059561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920242936.3U Expired - Fee Related CN210288285U (en) | 2019-02-26 | 2019-02-26 | Hydraulic engineering plunger type dykes and dams reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210288285U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117802973A (en) * | 2024-02-29 | 2024-04-02 | 中建八局第四建设有限公司 | Anti-seismic building pile for building construction |
-
2019
- 2019-02-26 CN CN201920242936.3U patent/CN210288285U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117802973A (en) * | 2024-02-29 | 2024-04-02 | 中建八局第四建设有限公司 | Anti-seismic building pile for building construction |
| CN117802973B (en) * | 2024-02-29 | 2024-05-07 | 中建八局第四建设有限公司 | Anti-seismic building pile for building construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205604225U (en) | Stake of concrete trough shaped plate | |
| CN210288285U (en) | Hydraulic engineering plunger type dykes and dams reinforced structure | |
| CN103015414A (en) | Precast concrete post grouting pile and grouting process | |
| CN105862899A (en) | Deep-water double-sandwich-type steel pipe pile foundation and construction method thereof | |
| CN106638486B (en) | High-tech zones cut-pff wall and gallery stage construction method | |
| CN208685542U (en) | A kind of slope protection device for protection slope | |
| CN210439218U (en) | Scour protection dykes and dams for water conservancy construction | |
| CN208023505U (en) | A kind of hydraulic engineering retaining wall | |
| CN207452828U (en) | One kind pours assembled dykes and dams concrete protection dam layer in advance | |
| CN202989911U (en) | Post-grouting pile of precast concrete | |
| CN215170028U (en) | High-pressure-bearing tunnel supporting structure | |
| CN211689865U (en) | Reinforced pier | |
| CN212835477U (en) | Collapsible loess foundation structure | |
| CN210067010U (en) | Anti-seismic low-carbon building structure | |
| CN211080586U (en) | Concrete embedded part for civil engineering | |
| CN208934004U (en) | A kind of retaining wall for hydraulic engineering for arranging ponding | |
| CN208604607U (en) | A kind of slope protection stiffening device on hillside | |
| CN207846656U (en) | A kind of strong ties construction of assembled vertical member and basis | |
| CN219825089U (en) | Combined flood prevention precast block | |
| CN212866004U (en) | Strong foundation pile of stability for hydraulic engineering | |
| CN210857270U (en) | Retaining wall for hydraulic engineering | |
| CN214301703U (en) | High strength environment-friendly concrete pipe pile | |
| CN204875689U (en) | River levee crown brick and embankment protective structure | |
| CN217948744U (en) | Prefabricated hollow bent cap structure | |
| CN214328930U (en) | Anti-erosion closed slope protection structure for embankment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |