CN213773236U - Reinforcement type water conservancy dykes and dams - Google Patents
Reinforcement type water conservancy dykes and dams Download PDFInfo
- Publication number
- CN213773236U CN213773236U CN202022335328.2U CN202022335328U CN213773236U CN 213773236 U CN213773236 U CN 213773236U CN 202022335328 U CN202022335328 U CN 202022335328U CN 213773236 U CN213773236 U CN 213773236U
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- Prior art keywords
- fixedly connected
- dams
- bottom plate
- base
- bolt
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 230000002787 reinforcement Effects 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims abstract description 8
- 239000003351 stiffener Substances 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 230000035939 shock Effects 0.000 claims description 7
- 238000013016 damping Methods 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Abstract
The utility model discloses a reinforcement type water conservancy dykes and dams relates to hydraulic engineering technical field. The utility model discloses a base, the stiffener, the second bolt, concrete layer, spring and metalling, the base upper surface is provided with the bottom plate, the bottom plate is through first bolt and base fixed connection, fixed surface is connected with support column and connecting rod on the bottom plate, the one end and the support column fixed connection of connecting rod, fixed surface is connected with the horizontal pole on the support column, the relative both sides face fixedly connected with fixed plate of horizontal pole, the fixed plate passes through second bolt and concrete layer fixed connection, the concrete layer right flank is provided with the recess, the spring sets up inside the recess, the concrete layer right flank is provided with the tarpaulin, the tarpaulin right flank is provided with the steel sheet, the metalling sets up between bottom plate and horizontal pole, metalling upper surface is provided with sand layer, the sand layer upper surface is provided with the road surface. The utility model discloses a reinforcement type water conservancy dykes and dams slows down the effort that rivers can dykes and dams, has increased the life of dykes and dams.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering, especially, relate to a reinforcement type water conservancy dykes and dams.
Background
Dykes, dikes and dams, also broadly refer to water-resistant and water-retaining structures and structures: for example, to build up dams to prevent water damage, modern dams are mainly classified into two categories: earth and rockfill dams and concrete dams. In recent years, large dam dikes all adopt high-tech reinforced cement buildings, but the flood fighting capacity of water conservancy dykes and dams is generally low, because dykes and dams themselves are not firm enough, under the impact of rivers, the meeting of a lot of dykes and dams is damaged, has great potential safety hazard, has reduced the factor of safety of hydraulic engineering dykes and dams, provides a reinforcement type water conservancy dykes and dams to above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforcement type water conservancy dykes and dams, solve current dykes and dams and stabilize inadequately and receive the problem that rivers assaulted and damaged easily.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model relates to a reinforced water conservancy dam, which comprises a base, a reinforcing rod, a first bolt, a second bolt, a concrete layer, a spring and a gravel layer, wherein the upper surface of the base is provided with a bottom plate for fixing a support column conveniently, the upper surfaces of the bottom plate and the base are both provided with a threaded hole for mounting the first bolt conveniently, the first bolt penetrates through the threaded hole, the bottom plate is fixedly connected with the base through the first bolt, the upper surface of the bottom plate is fixedly connected with a support column and a connecting rod, the support column conveniently supports the cross rod, the connecting rod bottom plate is more firmly fixed with the support column, one end of the connecting rod is fixedly connected with the support column, the upper surface of the support column is fixedly connected with a cross rod for fixing a fixed plate conveniently, one end of the reinforcing rod is fixedly connected with the cross rod, the reinforcing rod enables the cross rod to be more firmly connected with the support column, and the other end of the reinforcing rod is fixedly connected with the connecting rod, the two opposite side surfaces of the cross rod are fixedly connected with fixing plates, so that the cross rod is conveniently connected with a concrete layer, the concrete layer is prevented from collapsing due to external force, and the fixing plates are fixedly connected with the concrete layer through second bolts;
the utility model discloses a concrete layer, including concrete layer, spring, damping post, waterproof cloth, steel sheet left surface fixedly connected with damping post, spring, concrete layer right flank, the inner wall fixedly connected with limiting plate of recess, damping post one end sets up inside the recess, the rubble layer sets up between bottom plate and horizontal pole, rubble layer upper surface is provided with sand layer, makes dykes and dams more firm, the sand layer upper surface is provided with the road surface.
Further, the surface fixedly connected with guardrail on the road surface prevents people from falling into water.
Furthermore, the upper surface on road surface is the arc, makes rivers follow road surface top flow to dykes and dams both sides, prevents that the rainwater from getting into dykes and dams inside.
Further, the fixed column is fixedly connected to the lower surface of the base, so that the base is convenient to fix, the base is prevented from collapsing, and the dam is firmer.
The utility model discloses following beneficial effect has:
the utility model discloses a reinforcement type water conservancy dykes and dams through the fixed plate to concrete layer's fixed, makes dykes and dams structure firm, through the fixed of stiffener and connecting rod, makes support column and horizontal pole more stable, makes dykes and dams more firm, and when rivers impact steel sheet, the steel sheet can drive shock attenuation post extrusion spring to can slow down the effort that rivers can dyke and dam, increased the life of dykes and dams.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic view of a reinforced water dam construction;
fig. 2 is a partially enlarged view of a reinforced water dam.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a base; 2. a support pillar; 3. a connecting rod; 4. a cross bar; 5. a reinforcing bar; 6. a fixing plate; 7. a first bolt; 8. a second bolt; 9. a concrete layer; 10. a groove; 11. a limiting plate; 12. a shock-absorbing post; 13. a spring; 14. waterproof cloth; 15. a steel plate; 16. a pavement; 17. a sandy soil layer; 18. a crushed stone layer; 19. fixing a column; 20. a guardrail; 21. a base plate.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "middle", "outer", "inner", and the like, indicate positional or positional relationships, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the referenced components or elements must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Referring to fig. 1-2, the utility model relates to a reinforced water conservancy dam, which comprises a base 1, a reinforcing rod 5, a first bolt 7, a second bolt 8, a concrete layer 9, a spring 13 and a gravel layer 18, wherein the upper surface of the base 1 is provided with a bottom plate 21 for conveniently fixing a support column 2, the upper surfaces of the bottom plate 21 and the base 1 are provided with threaded holes for conveniently installing the first bolt 7, the first bolt 7 penetrates through the threaded holes, the bottom plate 21 is fixedly connected with the base 1 through the first bolt 7, the upper surface of the bottom plate 21 is fixedly connected with the support column 2 and a connecting rod 3, the support column 2 conveniently supports a cross rod 4, the connecting rod bottom plate 21 and the support column 2 are more firmly fixed, one end of the connecting rod 3 is fixedly connected with the support column 2, the upper surface of the support column 2 is fixedly connected with the cross rod 4 for conveniently fixing a fixing plate 6, one end of the reinforcing rod 5 is fixedly connected with the cross rod 4, the reinforcing rod 5 enables the cross rod 4 to be more firmly connected with the support column 2, the other end of the reinforcing rod 5 is fixedly connected with the connecting rod 3, the two opposite side surfaces of the cross rod 4 are fixedly connected with the fixing plates 6, the connection with the concrete layer 9 is facilitated, the concrete layer 9 is prevented from collapsing due to external force, and the fixing plates 6 are fixedly connected with the concrete layer 9 through second bolts 8;
The surface of the pavement 16 is fixedly connected with a guardrail 20 to prevent people from falling into water.
The upper surface of the road surface 16 is arc-shaped, so that water flows from the upper side of the road surface 16 to the two sides of the dam, and rainwater is prevented from entering the interior of the dam.
The fixed surface of the base 1 is fixedly connected with a fixed column 19, so that the base 1 can be conveniently fixed, the base 1 is prevented from collapsing, and the dam is firmer.
It should be noted that, the utility model discloses a reinforcement type water conservancy dykes and dams, in the use, through fixed plate 6 fixed to concrete layer 9, make dykes and dams structure firm, through stiffener 5 and connecting rod 3's fixed, make support column 2 and horizontal pole 4 more stable, more firm, when water impact steel sheet 15, steel sheet 15 can drive shock attenuation post 12 extrusion spring 13 to can slow down the effort that rivers can dyke and dam, increased the life of dykes and dams.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (4)
1. The utility model provides a reinforcement type water conservancy dykes and dams, includes base (1), stiffener (5), first bolt (7), second bolt (8), concrete layer (9), spring (13) and rubble layer (18), its characterized in that: the upper surface of the base (1) is provided with a bottom plate (21), the bottom plate (21) and the upper surface of the base (1) are both provided with threaded holes, the first bolt (7) penetrates through the threaded hole, the bottom plate (21) is fixedly connected with the base (1) through the first bolt (7), the upper surface of the bottom plate (21) is fixedly connected with a supporting column (2) and a connecting rod (3), one end of the connecting rod (3) is fixedly connected with the supporting column (2), the upper surface of the supporting column (2) is fixedly connected with a cross rod (4), one end of the reinforcing rod (5) is fixedly connected with the cross rod (4), the other end of the reinforcing rod (5) is fixedly connected with the connecting rod (3), the two opposite side surfaces of the cross rod (4) are fixedly connected with fixing plates (6), and the fixing plates (6) are fixedly connected with a concrete layer (9) through second bolts (8);
concrete layer (9) right flank is provided with recess (10), spring (13) set up inside recess (10), the inner wall fixedly connected with limiting plate (11) of recess (10), concrete layer (9) right flank is provided with tarpaulin (14), tarpaulin (14) right flank is provided with steel sheet (15), steel sheet (15) left side fixedly connected with shock attenuation post (12), shock attenuation post (12) one end sets up inside recess (10), rubble layer (18) set up between bottom plate (21) and horizontal pole (4), rubble layer (18) upper surface is provided with sand layer (17), sand layer (17) upper surface is provided with road surface (16).
2. A reinforced water conservancy dam as claimed in claim 1 wherein a guardrail (20) is fixedly attached to the upper surface of said roadway (16).
3. A reinforced water dam according to claim 1 wherein the upper surface of said roadway surface (16) is curved.
4. The reinforced water conservancy dam as recited in claim 1, wherein fixing posts (19) are fixedly connected to the lower surface of the base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022335328.2U CN213773236U (en) | 2020-10-20 | 2020-10-20 | Reinforcement type water conservancy dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022335328.2U CN213773236U (en) | 2020-10-20 | 2020-10-20 | Reinforcement type water conservancy dykes and dams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213773236U true CN213773236U (en) | 2021-07-23 |
Family
ID=76909781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022335328.2U Expired - Fee Related CN213773236U (en) | 2020-10-20 | 2020-10-20 | Reinforcement type water conservancy dykes and dams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213773236U (en) |
-
2020
- 2020-10-20 CN CN202022335328.2U patent/CN213773236U/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 |
Granted publication date: 20210723 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |