CN204662348U - Dykes and dams shore protection device - Google Patents
Dykes and dams shore protection device Download PDFInfo
- Publication number
- CN204662348U CN204662348U CN201520291958.0U CN201520291958U CN204662348U CN 204662348 U CN204662348 U CN 204662348U CN 201520291958 U CN201520291958 U CN 201520291958U CN 204662348 U CN204662348 U CN 204662348U
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- CN
- China
- Prior art keywords
- base plate
- guard member
- dykes
- member body
- protection device
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- 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.)
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Abstract
The utility model discloses a kind of dykes and dams shore protection device, comprise guard member body, guard member body is a rectangular configuration, be horizontally installed with a point hydrofoil sheet in guard member body, a point hydrofoil sheet is hollow structure, and its two ends connect through guard member body, divide in the middle part of hydrofoil sheet and be vertically equipped with girth member, girth member top extends on guard member body upper surface lateral surface, is fixed on a base plate bottom it, and base plate and girth member two sides place are connected to flap; These dykes and dams bank protection structure has good barrier propterty, and be not vulnerable to external force invasion and attack, suffered destructive power can be distributed to whole combination and bear, shock resistance is strong, durable in use, and pliability is better, and it is time saving and energy saving to manufacture, and has obvious cushioning effect.
Description
Technical field
The utility model relates to a kind of shore protection device, particularly a kind of dykes and dams shore protection device.
Background technology
For protection key water control project, river bank and bank, ocean etc. are not washed away by flood or tidewater, prevent silt from blocking river course for preventing erosion, protection vegetation, usually can adopt in river course, small reservoir, reservoir and seashore etc. build dykes and dams, the steep bank place stone-laying of side slope or concreting, thus adopt this type of mode to protect it, but these modes are constructed, cost is not only high, and construction is complicated, engineering quantity is large and loaded down with trivial details, and adopt general enclosing mode, be exactly simply lay stone, stone is piled up to form one protecting wall, such form of construction work not only efficiency of construction is low, but also effectively can not reduce the impact of river to dykes and dams, and easily cause and burst phenomenon.Therefore, existing dykes and dams bank protection structure all can not better meet dash and protecting against shock requirement, needs better to make improvements, can reach good using state.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides a kind of and has good barrier propterty, is not vulnerable to external force invasion and attack, suffered destructive power can be distributed to whole combination and bears dykes and dams shore protection device.
To achieve these goals, the technical solution adopted in the utility model is such: dykes and dams shore protection device of the present utility model, comprise guard member body, guard member body is a rectangular configuration, a point hydrofoil sheet is horizontally installed with in guard member body, hydrofoil sheet is divided to be hollow structure, its two ends connect through guard member body, divide in the middle part of hydrofoil sheet and be vertically equipped with girth member, girth member top extends on guard member body upper surface lateral surface, be fixed on a base plate bottom it, base plate and girth member two sides place are connected to flap, flap top is arranged near point hydrofoil sheet, and bottom flap and between point hydrofoil sheet, whorl brace rod is installed, be connected with base plate by adjustable bolt bottom flap, vertically Steel section member is provided with in base plate, Steel section member is fixed on base plate, base plate side has concave port, its opposite side is connected with a convex block, convex block is connected with one between base plate.
Further, as a kind of concrete form of structure, guard member body described in the utility model adopts steel plate body structure.
Further, as a kind of concrete form of structure, the distance of described in the utility model point of hydrofoil sheet top and guard member body upper surface is not more than 50 millimeters.
Further, as a kind of concrete form of structure, between girth member described in the utility model and point hydrofoil sheet, reinforcement screw is installed.
Further, as a kind of concrete form of structure, described in the utility model point of hydrofoil sheet has through hole, through-hole diameter is ten five to two ten millimeters.
Further, as a kind of concrete form of structure, flap described in the utility model is embedded with propeller blade, and propeller blade is hinged on flap.
Further, as a kind of concrete form of structure, be embedded in base plate bottom flap described in the utility model.
Further, as a kind of concrete form of structure, concave port described in the utility model and convex block external clipping member respectively.
Further, as a kind of concrete form of structure, bottom plate heights described in the utility model is between 50 to one hundred millimeters.
Further, as a kind of concrete form of structure, the built-in weight structure of base plate described in the utility model, weight structure is fixed on base plate.
Compared with prior art, the utility model has the advantage of: these dykes and dams bank protection structure has good barrier propterty, be not vulnerable to external force invasion and attack, suffered destructive power can be distributed to whole combination to bear, shock resistance is strong, and durable in use, pliability is better, it is time saving and energy saving to manufacture, and has obvious cushioning effect.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. guard member body; 2. point hydrofoil sheet; 3. girth member; 4. flap; 5. base plate; 6. matrix block; 7. convex block; 8. Steel section member.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model dykes and dams shore protection device as shown in Figure 1, comprise guard member body 1, guard member body 1 is in a rectangular configuration, a point hydrofoil sheet 2 is horizontally installed with in guard member body 1, divide hydrofoil sheet 2 in hollow structure, its two ends connect through guard member body 1, divide in the middle part of hydrofoil sheet 2 and be vertically equipped with girth member 3, girth member 3 top extends on guard member body 1 upper surface lateral surface, be fixed on a base plate 5 bottom it, base plate 5 and girth member 3 two sides place are connected to flap 4, flap 4 top is arranged near a point hydrofoil sheet 2, and bottom flap 4 and between point hydrofoil sheet 2, whorl brace rod is installed, be connected with base plate 5 by adjustable bolt bottom flap 4, Steel section member 8 is vertically provided with in base plate 5, Steel section member 8 is fixed on base plate 5, base plate 5 side has concave port 6, its opposite side is connected with a convex block 7, between convex block 7 with base plate 5, one is connected, described guard member body 1 adopts steel plate body structure, the distance of described point of hydrofoil sheet 2 top and guard member body 1 upper surface is not more than 50 millimeters, between described girth member 3 and point hydrofoil sheet 2, reinforcement screw is installed, described point of hydrofoil sheet 2 has through hole, through-hole diameter is ten five to two ten millimeters, described flap 4 is embedded with propeller blade, propeller blade is hinged on flap 4, be embedded in bottom described flap 4 in base plate 5, described concave port 6 and convex block 7 external clipping member respectively, described base plate 5 height is between 50 to one hundred millimeters, the built-in weight structure of described base plate 5, weight structure is fixed on base plate 5.
Dykes and dams bank protection structure of the present utility model has good barrier propterty, and be not vulnerable to external force invasion and attack, suffered destructive power can be distributed to whole combination and bear, shock resistance is strong, durable in use, and pliability is better, and it is time saving and energy saving to manufacture, and has obvious cushioning effect.Described guard member body 1 adopts steel plate body structure, and durability is stronger; The distance of described point of hydrofoil sheet 2 top and guard member body 1 upper surface is not more than 50 millimeters, point water better effects if; Between described girth member 3 and point hydrofoil sheet 2, reinforcement screw is installed, is closely fixed together between girth member 3 and point hydrofoil sheet 2; Described point of hydrofoil sheet 2 has through hole, and through-hole diameter is ten five to two ten millimeters, and current can flow out in through hole, can play certain unhurried current effect; Described flap 4 is embedded with propeller blade, and propeller blade is hinged on flap 4, and barrier propterty is better; Be embedded in bottom described flap 4 in base plate 5, can stable for flap 4 be connected on base plate 5; Described concave port 6 and convex block 7 external clipping member respectively, meets design requirement; Described base plate 5 height is between 50 to one hundred millimeters, and the built-in weight structure of described base plate 5, weight structure is fixed on base plate 5, has good load-bearing property, and not easily topples over.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a dykes and dams shore protection device, comprise guard member body, it is characterized in that: guard member body is a rectangular configuration, a point hydrofoil sheet is horizontally installed with in guard member body, hydrofoil sheet is divided to be hollow structure, its two ends connect through guard member body, divide in the middle part of hydrofoil sheet and be vertically equipped with girth member, girth member top extends on guard member body upper surface lateral surface, be fixed on a base plate bottom it, base plate and girth member two sides place are connected to flap, flap top is arranged near point hydrofoil sheet, and bottom flap and between point hydrofoil sheet, whorl brace rod is installed, be connected with base plate by adjustable bolt bottom flap, vertically Steel section member is provided with in base plate, Steel section member is fixed on base plate, base plate side has concave port, its opposite side is connected with a convex block, convex block is connected with one between base plate.
2. dykes and dams shore protection device according to claim 1, is characterized in that: described guard member body adopts steel plate body structure.
3. dykes and dams shore protection device according to claim 1, is characterized in that: the distance of described point of hydrofoil sheet top and guard member body upper surface is not more than 50 millimeters.
4. dykes and dams shore protection device according to claim 1, is characterized in that: be embedded in base plate bottom described flap.
5. dykes and dams shore protection device according to claim 1, is characterized in that: described concave port and convex block external clipping member respectively.
6. dykes and dams shore protection device according to claim 1, is characterized in that: described bottom plate heights is between 50 to one hundred millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520291958.0U CN204662348U (en) | 2015-05-08 | 2015-05-08 | Dykes and dams shore protection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520291958.0U CN204662348U (en) | 2015-05-08 | 2015-05-08 | Dykes and dams shore protection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204662348U true CN204662348U (en) | 2015-09-23 |
Family
ID=54132749
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520291958.0U Expired - Fee Related CN204662348U (en) | 2015-05-08 | 2015-05-08 | Dykes and dams shore protection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204662348U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012957A (en) * | 2016-06-29 | 2016-10-12 | 成都聚立汇信科技有限公司 | Novel dam bank protecting device |
-
2015
- 2015-05-08 CN CN201520291958.0U patent/CN204662348U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012957A (en) * | 2016-06-29 | 2016-10-12 | 成都聚立汇信科技有限公司 | Novel dam bank protecting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20160508 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |