CN211285497U - Seepage-proofing structure of dam body of reservoir dam - Google Patents
Seepage-proofing structure of dam body of reservoir dam Download PDFInfo
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- CN211285497U CN211285497U CN201922241855.4U CN201922241855U CN211285497U CN 211285497 U CN211285497 U CN 211285497U CN 201922241855 U CN201922241855 U CN 201922241855U CN 211285497 U CN211285497 U CN 211285497U
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Abstract
The utility model discloses a reservoir dam body seepage prevention structure, which comprises a base, the top of base is provided with concrete body, concrete body's the left and right sides is provided with interior concrete layer, the left and right sides of base is provided with the rock layer, concrete body's top is provided with soft gel layer, interior concrete layer's the left and right sides is provided with outer concrete layer, and outer concrete layer laminates with concrete body, rock layer and interior concrete layer respectively mutually. In this technical scheme, through the cooperation each other between injecting glue foam filling body, first standpipe, first violently pipe, second standpipe and the second violently pipe, can realize carrying out effectual protection to dam body, can effectually improve its seepage prevention performance simultaneously.
Description
Technical Field
The utility model relates to a reservoir dam body technical field specifically is a reservoir dam body seepage prevention structure.
Background
The dam body of the dam provides a good flood control measure for people and improves the guarantee for the survival of human beings, the dam body of the reservoir is a main bearing structure for the water storage function of the reservoir, the dam body of the reservoir is mostly a concrete pouring structure, but the existing dam body of the reservoir has the water seepage problem, the slow seepage of water flow can corrode the main structure of the dam body, so that the dam body can be damaged and lose efficacy, meanwhile, the water seepage of the dam body can slowly release the stored water of the reservoir, and further the water storage capacity of the reservoir is difficult to guarantee, so that the seepage-proofing structure of the dam body of the reservoir dam is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a: aiming at the problems existing at present, the seepage-proofing structure of the dam body of the reservoir dam is provided.
In order to realize the purpose, the utility model discloses a technical scheme is:
the utility model provides a reservoir dam body seepage prevention structure, includes the base, the top of base is provided with the concrete main part, the left and right sides of concrete main part is provided with interior concrete layer, the left and right sides of base is provided with the rock layer, the top of concrete main part is provided with soft gel layer, the left and right sides on interior concrete layer is provided with outer concrete layer, and outer concrete layer laminates with concrete main part, rock layer and interior concrete layer respectively mutually.
Preferably, an injection foam filling body is filled between the bottom of the soft gel layer and the concrete main body, and the injection foam filling body is in contact with the outer concrete layer and the inner concrete layer.
Preferably, the second is violently managed near the embedded second that is provided with in top department in the concrete main part, the second is violently managed the top fixedly connected with a plurality of evenly distributed's of top first standpipe, the top of first standpipe is run through injecting glue foam filling body and is contacted with the bottom of soft gel layer, both sides interior concrete in situ embedded second standpipe that is provided with, the second is violently managed both ends of controlling and is connected with two second standpipes respectively, the lateral wall fixedly connected with a plurality of evenly distributed's that the second standpipe was kept away from mutually with the concrete main part is first violently managed, the first one end of violently managing keeping away from mutually with the second standpipe passes interior concrete layer and outer concrete layer to be linked together with the outside on outer concrete layer.
Preferably, the first vertical pipes are distributed in the concrete main body in an array manner in the horizontal direction, and the first vertical pipes are communicated with the inside of the second horizontal pipe.
Preferably, the first horizontal pipes are distributed in an array in the vertical direction in the inner concrete layer, and the first horizontal pipes are communicated with the inside of the second vertical pipe.
Preferably, the outer concrete layer is arranged in a triangular shape and is arranged in a bilateral symmetry manner.
Preferably, the bottom of the inner concrete layer is in contact with the top of the rock layer.
Preferably, the concrete main body is attached to the inner concrete layer and is arranged in an embedded mode.
Since the technical scheme is used, the beneficial effects of the utility model are that:
1. in the technical scheme, the rubber-injection foam filling body, the first vertical pipe, the first transverse pipe, the second vertical pipe and the second transverse pipe are matched with each other, so that the dam body can be effectively protected, the seepage-proofing performance of the dam body can be effectively improved, and the working efficiency of the dam body can be effectively improved;
2. in this technical scheme, through mutually supporting between concrete main part, interior concrete layer, rock layer, soft gel layer and the outer concrete layer, can effectual improvement its steadiness, and outer concrete layer is triangle-shaped setting and embedded setting, can effectual improvement its stability to can effectual improvement its availability factor.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is an enlarged view of fig. 1 at a.
In the figure: 1. a base; 2. injecting a foam filling body; 3. a first vertical tube; 4. a concrete body; 5. an inner concrete layer; 6. a rock layer; 7. a soft gel layer; 8. an outer concrete layer; 9. a first cross tube; 10. a second standpipe; 11. a second cross tube.
Detailed Description
In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the accompanying drawings in the embodiments of the present invention are combined below to clearly and completely describe the technical solution in the embodiments of the present invention, and it is obvious that the described embodiments are some embodiments of the present invention, rather than all embodiments, based on the embodiments in the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the scope of the present invention.
Example 1, as shown in fig. 1-2:
an anti-seepage structure of a dam body of a reservoir dam comprises a base 1, wherein a concrete main body 4 is arranged above the base 1, inner concrete layers 5 are arranged on the left side and the right side of the concrete main body 4, the concrete main body 4 is attached to the inner concrete layers 5 and is arranged in an embedded mode, rock layers 6 are arranged on the left side and the right side of the base 1, the bottom of the inner concrete layer 5 is in contact with the tops of the rock layers 6, a soft gel layer 7 is arranged above the concrete main body 4, outer concrete layers 8 are arranged on the left side and the right side of the inner concrete layer 5 and are arranged in a triangular mode and are arranged in a bilateral symmetry mode, the outer concrete layers 8 are respectively attached to the concrete main body 4, the rock layers 6 and the inner concrete layer 5, an injection foam filling body 2 is filled between the bottom of the soft gel layer 7 and the concrete main body 4, and the injection foam filling body 2 is in contact with the outer concrete layers 8 and the inner concrete layers, the stability of the concrete can be effectively improved through the mutual matching of the concrete main body 4, the inner concrete layer 5, the rock layer 6, the soft gel layer 7 and the outer concrete layer 8, the stability of the outer concrete layer 8 can be effectively improved through the triangle arrangement and the embedded arrangement, and the use efficiency of the concrete can be effectively improved, a second transverse pipe 11 is embedded in the concrete main body 4 close to the top, a plurality of first vertical pipes 3 which are uniformly distributed are fixedly connected to the top of the second transverse pipe 11, the first vertical pipes 3 are distributed in the concrete main body 4 in an array manner in the horizontal direction, the first vertical pipes 3 are communicated with the inside of the second transverse pipe 11, the top end of each first vertical pipe 3 penetrates through the glue injection foam filling body 2 to be contacted with the bottom of the soft gel layer 7, the second vertical pipes 10 are embedded in the inner concrete layers 5 at two sides, the left end and the right end of each second transverse pipe 11 are respectively connected with the two second vertical pipes 10, first violently pipe 9 is the ascending array distribution of vertical side in interior concrete layer 5, and the first inside of violently managing 9 and second standpipe 10 is linked together, the first violently pipe 9 of a plurality of evenly distributed of lateral wall fixedly connected with that second standpipe 10 kept away from mutually with concrete body 4, the first one end of violently managing 9 and keeping away from mutually with second standpipe 10 passes interior concrete layer 5 and outer concrete layer 8, and be linked together with outer concrete layer 8's outside, through injecting glue foam obturator 2, first standpipe 3, first violently pipe 9, second standpipe 10 and second are violently managed mutually supporting between 11, can realize carrying out effectual protection to the dam body, simultaneously can effectually improve its seepage prevention performance, thereby can effectually improve its work efficiency.
The working principle is as follows: this technical scheme is when using, at first when the infiltration takes place at soft gel layer 7 top, injecting glue foam obturator 2 can absorb a part moisture, a part of while is violently managed 11 through first standpipe 3 flow through the second, flow into outside first violently pipe 9 discharge outer concrete layer 8 via second standpipe 10 again, can realize carrying out effectual protection to the dam body, simultaneously can effectually improve its seepage prevention performance, thereby can effectually improve its work efficiency, through concrete main part 4, interior concrete layer 5, rock layer 6, mutually supporting between soft gel layer 7 and the outer concrete layer 8, can effectually improve its steadiness, and outer concrete layer 8 is triangle-shaped setting and embedded setting, can effectually improve its stability, thereby can effectually improve its availability factor.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a reservoir dam body seepage prevention structure, includes base (1), its characterized in that: the top of base (1) is provided with concrete body (4), concrete body (4)'s the left and right sides is provided with interior concrete layer (5), the left and right sides of base (1) is provided with rock layer (6), the top of concrete body (4) is provided with soft gel layer (7), the left and right sides of interior concrete layer (5) is provided with outer concrete layer (8), and outer concrete layer (8) laminate with concrete body (4), rock layer (6) and interior concrete layer (5) respectively mutually.
2. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 1, wherein: the bottom of the soft gel layer (7) and the concrete main body (4) are filled with the glue injection foam filling body (2), and the glue injection foam filling body (2) is in contact with the outer concrete layer (8) and the inner concrete layer (5).
3. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 1, wherein: a second transverse pipe (11) is embedded in the concrete main body (4) close to the top, the top of the second horizontal pipe (11) is fixedly connected with a plurality of first vertical pipes (3) which are uniformly distributed, the top end of the first vertical pipe (3) penetrates through the glue injection foam filling body (2) to be contacted with the bottom of the soft gel layer (7), the inner concrete layers (5) at two sides are internally embedded with second vertical pipes (10), the left end and the right end of the second horizontal pipe (11) are respectively connected with two second vertical pipes (10), the side wall of the second vertical pipe (10) far away from the concrete main body (4) is fixedly connected with a plurality of first transverse pipes (9) which are uniformly distributed, one end, far away from the second vertical pipe (10), of the first transverse pipe (9) penetrates through the inner concrete layer (5) and the outer concrete layer (8) and is communicated with the outside of the outer concrete layer (8).
4. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 3, wherein: the first vertical pipes (3) are distributed in the concrete main body (4) in an array manner in the horizontal direction, and the first vertical pipes (3) are communicated with the interior of the second transverse pipe (11).
5. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 3, wherein: the first transverse pipes (9) are distributed in an array in the vertical direction in the inner concrete layer (5), and the first transverse pipes (9) are communicated with the inside of the second vertical pipe (10).
6. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 1, wherein: the outer concrete layers (8) are arranged in a triangular mode and are arranged in a bilateral symmetry mode.
7. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 1, wherein: the bottom of the inner concrete layer (5) is in contact with the top of the rock layer (6).
8. The seepage prevention structure of a dam body of a reservoir dam as claimed in claim 1, wherein: the concrete body (4) is attached to the inner concrete layer (5) and is arranged in an embedded mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922241855.4U CN211285497U (en) | 2019-12-16 | 2019-12-16 | Seepage-proofing structure of dam body of reservoir dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922241855.4U CN211285497U (en) | 2019-12-16 | 2019-12-16 | Seepage-proofing structure of dam body of reservoir dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211285497U true CN211285497U (en) | 2020-08-18 |
Family
ID=72015639
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922241855.4U Expired - Fee Related CN211285497U (en) | 2019-12-16 | 2019-12-16 | Seepage-proofing structure of dam body of reservoir dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211285497U (en) |
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2019
- 2019-12-16 CN CN201922241855.4U patent/CN211285497U/en not_active Expired - Fee Related
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| 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: 20200818 Termination date: 20211216 |
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| CF01 | Termination of patent right due to non-payment of annual fee |