CN211973357U - Water conservancy dykes and dams structure - Google Patents
Water conservancy dykes and dams structure Download PDFInfo
- Publication number
- CN211973357U CN211973357U CN202020236040.7U CN202020236040U CN211973357U CN 211973357 U CN211973357 U CN 211973357U CN 202020236040 U CN202020236040 U CN 202020236040U CN 211973357 U CN211973357 U CN 211973357U
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- dam
- fixed mounting
- dam body
- water
- foundation
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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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Abstract
The utility model relates to a water conservancy technical field just discloses a water conservancy dykes and dams structure, including the dam foundation, the bottom fixed mounting of dam foundation has the dam body anticorrosive coating, the top fixed mounting of dam body anticorrosive coating has the dam body, the top fixed mounting of dam body has the roof, the inside fixed mounting of roof has first structural reinforcement, the inside fixed mounting of dam foundation has the picture peg base. This water conservancy dykes and dams structure, through setting up first structural reinforcement and second structural reinforcement, strengthen the flood fighting ability of roof and dam foundation, water drainage hole has been seted up in the front of the dam body simultaneously, cover when supplementary water buttress very urgently at the water potential, its rivers can excrete through water drainage hole, prevent that too big pressure from destroying the dam body, and the dam body is connected with the dam foundation through consolidating coupling assembling reinforcement, through setting up supplementary water buttress between the dam body, carry out the size that slows down the water potential of separation certain degree to rivers.
Description
Technical Field
The utility model relates to a water conservancy technical field specifically is a water conservancy dykes and dams structure.
Background
The generic term of dike and dam also refers broadly to water-tight and water-retaining buildings and structures: for example, to build up dams to prevent water damage, modern dams are mainly classified into two categories: earth-rock dams and concrete dams, and in recent years, large dams are all built by high-tech reinforced cement.
Because the dam mainly takes flood control as a main part and cannot limit water flow too much, the efficiency of the dam can be improved by a reasonable and proper structure, and the water conservancy dam structure is provided.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a water conservancy dykes and dams structure possesses advantages such as the structure is firm, has solved the not enough problem of flood control ability.
(II) technical scheme
For the purpose that realizes that above-mentioned structure is firm, the utility model provides a following technical scheme: the utility model provides a water conservancy dykes and dams structure, includes the dam foundation, the bottom fixed mounting of dam foundation has the dam body anticorrosive coating, the top fixed mounting of dam body anticorrosive coating has the dam body, the top fixed mounting of dam body has the roof, the inside fixed mounting of roof has first structural reinforcement, the inside fixed mounting of dam foundation has the picture peg base, the top fixed mounting of picture peg base has the connecting rod, the top fixed mounting of connecting rod has supplementary water buttress, the inside fixed mounting of dam foundation has second structural reinforcement, the back fixed mounting of dam body has the flood control support column, the bottom fixed mounting of dam body has the reinforcement coupling assembling, the water drainage hole has been seted up in the front of dam body, the outside fixed mounting of dam body has horizontal stable post.
Preferably, the drainage hole, the dam body and the reinforcing and connecting assembly are integrated, and the reinforcing and connecting assembly is fixedly connected with the inner wall of the dam foundation.
Preferably, the reinforcing and connecting assembly comprises a hardened rod body and a fixed base, and the number of the reinforcing and connecting assemblies is five.
Preferably, the number of the dam bodies is three, the left side of each dam body is provided with a groove, and the grooves are matched with the shapes of the transverse stabilizing columns.
Preferably, the supplementary water buttress of one end fixed connection of connecting rod, and the other end run through the outer wall of dam foundation and with picture peg base fixed connection, the jack has been seted up at the top of its picture peg base.
Preferably, the number of the flood control support columns is three, the flood control support columns are in the shape of a right triangle, and the drainage holes of the flood control support columns are connected with the flood control support columns.
(III) advantageous effects
Compared with the prior art, the utility model provides a water conservancy dykes and dams structure possesses following beneficial effect:
1. this water conservancy dykes and dams structure through set up supplementary water buttress between the dam body, carries out the size of the certain degree of slowing down the water potential of separation to rivers, and its dam body is through horizontal firm post fixed connection simultaneously, strengthens the stability between its every dam body, and the back fixedly connected with flood control support column of its dam body strengthens the flood fighting ability of dam body.
2. This water conservancy dykes and dams structure through setting up first structural reinforcement and second structural reinforcement, strengthens the flood fighting ability of roof and dam foundation, has seted up the drainage hole in the front of the dam body simultaneously, covers when supplementary water buttress very urgently at the water potential, and its rivers can excrete through the drainage hole, prevent that too big pressure from destroying the dam body, and the dam body is connected with the dam foundation through consolidating coupling assembling reinforcement.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a structural sectional view of the dam foundation of the present invention;
fig. 3 is a schematic view of the connection between the local structures of the socket base and the connecting rod of the present invention.
In the figure: 1 dam foundation, 2 dam body anticorrosive coating, 3 dam body, 4 roofs, 5 first structural steel bars, 6 picture peg bases, 7 connecting rods, 8 supplementary water buttress, 9 second structural steel bars, 10 flood control support columns, 11 reinforcement coupling assembling, 12 drainage holes, 13 horizontal stable columns.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, a water conservancy dam structure comprises a dam foundation 1, a dam body anticorrosive coating 2 is fixedly installed at the bottom of the dam foundation 1, a dam body 3 is fixedly installed at the top of the dam body anticorrosive coating 2, a top plate 4 is fixedly installed at the top of the dam body 3, a first structural steel bar 5 is fixedly installed inside the top plate 4, an inserting plate base 6 is fixedly installed inside the dam foundation 1, a connecting rod 7 is fixedly installed at the top of the inserting plate base 6, an auxiliary water stack 8 is fixedly installed at the top of the connecting rod 7, one end of the connecting rod 7 is fixedly connected with the auxiliary water stack 8, the other end penetrates through the outer wall of the dam foundation 1 and is fixedly connected with the inserting plate base 6, the top of the inserting plate base 6 is provided with inserting holes, the connection is stable and efficient, a second structural steel bar 9 is fixedly installed inside the dam foundation 1, and a flood control supporting column 10 is, bottom fixed mounting of dam body 3 has the reinforcement coupling assembling 11, it constitutes including the sclerosis body of rod and unable adjustment base to consolidate coupling assembling 11, its quantity of consolidating coupling assembling 11 is five, strengthen stability, water drainage hole 12 has been seted up in the front of dam body 3, the quantity of flood control support column 10 is three, and the shape of flood control support column 10 is right triangle, its water drainage hole 12 is connected with flood control support column 10, water drainage hole 12, dam body 3 is a whole with the reinforcement coupling assembling 11, and consolidate coupling assembling 11 and 1 inner wall fixed connection of dam foundation, strengthen the drainage ability, the outside fixed mounting of dam body 3 has horizontal firm post 13, the quantity of dam body 3 is three, and the left side of dam body 3 is seted up flutedly, its recess and the shape looks adaptation of horizontal firm post 13, improve the flood control ability of dam body 3.
To sum up, this water conservancy dykes and dams structure through set up supplementary water buttress 8 between dam body 3, carries out the size that slows down the water potential of separation certain degree to rivers, and its dam body 3 is through horizontal stabilizing column 13 fixed connection simultaneously, strengthens the stability between its every dam body 3, and the back fixedly connected with flood control support column 10 of its dam body 3 strengthens the flood fighting ability of dam body 3.
And, through setting up first structural reinforcement 5 and second structural reinforcement 9, strengthen roof 4 and dam foundation 1's flood fighting ability, seted up drainage hole 12 in dam body 3's front simultaneously, when the water potential covers supplementary water buttress 8 very urgently, its rivers can be excreted through drainage hole 12, prevent that too big pressure from destroying dam body 3, and dam body 3 is through reinforcing being connected of reinforcing coupling assembling 11 with dam foundation 1.
It is to be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A water conservancy dyke structure, includes dam foundation (1), its characterized in that: the bottom fixed mounting of dam foundation (1) has dam body anticorrosive coating (2), the top fixed mounting of dam body anticorrosive coating (2) has dam body (3), the top fixed mounting of dam body (3) has roof (4), the inside fixed mounting of roof (4) has first structural reinforcement (5), the inside fixed mounting of dam foundation (1) has picture peg base (6), the top fixed mounting of picture peg base (6) has connecting rod (7), the top fixed mounting of connecting rod (7) has supplementary buttress (8), the inside fixed mounting of dam foundation (1) has second structural reinforcement (9), the back fixed mounting of dam body (3) has flood control support column (10), the bottom fixed mounting of dam body (3) has reinforcement coupling assembling (11), drainage hole (12) have been seted up in the front of dam body (3), and a transverse stabilizing column (13) is fixedly arranged outside the dam body (3).
2. A water dam structure according to claim 1, wherein: the drainage hole (12), the dam body (3) and the reinforcing connecting assembly (11) are integrated, and the reinforcing connecting assembly (11) is fixedly connected with the inner wall of the dam foundation (1).
3. A water dam structure according to claim 1, wherein: consolidate coupling assembling (11) and constitute including the sclerosis body of rod and unable adjustment base, its quantity of consolidating coupling assembling (11) is five.
4. A water dam structure according to claim 1, wherein: the number of the dam bodies (3) is three, grooves are formed in the left side of each dam body (3), and the grooves are matched with the shapes of the transverse stabilizing columns (13).
5. A water dam structure according to claim 1, wherein: the supplementary water buttress (8) of one end fixed connection of connecting rod (7), and the other end run through the outer wall of dam foundation (1) and with picture peg base (6) fixed connection, the jack has been seted up at the top of its picture peg base (6).
6. A water dam structure according to claim 1, wherein: the number of the flood control support columns (10) is three, the flood control support columns (10) are in the shape of a right triangle, and the drainage holes (12) of the flood control support columns are connected with the flood control support columns (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020236040.7U CN211973357U (en) | 2020-03-02 | 2020-03-02 | Water conservancy dykes and dams structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020236040.7U CN211973357U (en) | 2020-03-02 | 2020-03-02 | Water conservancy dykes and dams structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211973357U true CN211973357U (en) | 2020-11-20 |
Family
ID=73376983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020236040.7U Expired - Fee Related CN211973357U (en) | 2020-03-02 | 2020-03-02 | Water conservancy dykes and dams structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211973357U (en) |
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2020
- 2020-03-02 CN CN202020236040.7U patent/CN211973357U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201120 |