CN206986849U - A kind of high intensity erosion control dam - Google Patents
A kind of high intensity erosion control dam Download PDFInfo
- Publication number
- CN206986849U CN206986849U CN201720618626.8U CN201720618626U CN206986849U CN 206986849 U CN206986849 U CN 206986849U CN 201720618626 U CN201720618626 U CN 201720618626U CN 206986849 U CN206986849 U CN 206986849U
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- dam body
- dam
- isocon
- column
- high intensity
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Abstract
It the utility model is related to high intensity erosion control dam technical field, especially a kind of high intensity erosion control dam, including dam body, the upper surface of the dam body is equipped with substrate, the dam body is equidistantly provided with isocon close to a side lower part of cement plate, the downside of the isocon is provided with water inlet and positioned at the downside of dam body, the upside of the isocon is provided with delivery port, the delivery port is located at the slope of dam body, the isocon is U-shaped, the water inlet is equipped with fixed frame, intersect in the fixed frame and be provided with connecting rod, the infall of the connecting rod is connected with flabellum by rotating shaft.Impulsive force can effectively be slowed down, then sprayed by delivery port, current are carried out with an adverse current and is oriented to, greatly ensure that the impact force proof of dam body, and stabilization is installed, will not be washed out easily, contrasting existing technology has larger advantage, is promoted the use of after being worth.
Description
Technical field
It the utility model is related to high intensity erosion control dam technical field, more particularly to a kind of high intensity erosion control dam.
Background technology
Dykes and dams refer to that waterproof blocks the building and structures of water, and modern dam mainly has two major classes：Earth and rockfill dam and coagulation
Earth dam, in recent years, large-scale dykes and dams all use high-tech reinforced concrete construction.
The quality of dykes and dams affects the life of the people close to current, and the quality of dykes and dams largely depends on dykes and dams resistance water
The ability of impulsive force is flowed, prior art is improves dam impact resistance, frequently with putting some crushed stones beside dam
Mode, to alleviate the impulsive force of current, also it is exactly the cylinder that circular arc is set on dykes and dams, the impulsive force of current is scatter
Come, but some drawbacks be present in these these methods, the first, crushed stone is easily washed away by current, growth over time, stone
Block is fewer and fewer, causes dam impact resistance more and more weaker, wastes very much raw material second, increases the manufacturing cost of dykes and dams
Add.A kind of therefore, it is proposed that high intensity erosion control dam.
Utility model content
The purpose of this utility model is to solve shortcoming present in prior art, and prior art is raising dam anti-impact
Ability is hit, is also exactly in dykes and dams to alleviate the impulsive force of current frequently with the mode that some crushed stones are put beside dam
The upper cylinder for setting circular arc, the impulsive force of current is spread out, but these these methods have some drawbacks, and first
Kind, crushed stone is easily washed away by current, and growth over time, stone is fewer and fewer, causes dam impact resistance increasingly
It is weak, waste very much raw material second, make the manufacturing cost of dykes and dams increase.A kind of and high intensity erosion control dam proposed.
To achieve these goals, the utility model employs following technical scheme：
A kind of high intensity erosion control dam, including dam body are designed, the upper surface of the dam body is equipped with substrate, the substrate
Upper surface is provided with cement pavement, and a side surface of the dam body is equipped with cement plate, and the middle part of the dam body is provided with column, and
Through the bottom of substrate insertion dam body, the dam body sloped sides face is respectively equipped with the first fixed column and second and fixed the column
Post, connected between first fixed column and the second fixed column by crossbeam, and the crossbeam passes through the middle part of column, the dam
Body is equidistantly provided with isocon close to a side lower part of cement plate, and the downside of the isocon is provided with water inlet and under dam body
Side, the upside of the isocon are provided with delivery port, and the delivery port is located at the slope of dam body, and the isocon is U-shaped, institute
State water inlet and be equipped with fixed frame, intersect in the fixed frame and be provided with connecting rod, the infall of the connecting rod passes through
Rotating shaft is connected with flabellum.
Preferably, the both sides of the fixed frame are equipped with limited block, and the inwall of the water inlet is provided with and fixed frame
The chute that frame matches.
Preferably, first fixed column, the second fixed column are on column Parallel Symmetric.
Preferably, the water inlet and water outlet are equipped with annular groove, and screen pack is mounted in annular groove.
The utility model proposes a kind of high intensity erosion control dam, beneficial effect is：By the column that is provided with equidistant,
First fixed column, the second fixed column, crossbeam, when setting crossbeam through the first fixed column, the second fixed column each time all
Need to use survey meter and measure, avoid connection from falling partially, the protection of entirety is thus first carried out to dam body, while utilize cement
Plate is prevented, and then can slow down impulsive force by the water inlet and delivery port of isocon, by fixed frame in water inlet
Flabellum can be rotated in the case where receiving impulsive force, can effectively slow down impulsive force, then be sprayed by delivery port, to water
Stream carries out an adverse current and is oriented to, and greatly ensure that the impact force proof of dam body, and installation is stable, will not be washed out easily, contrasts
Existing technology has larger advantage, is promoted the use of after being worth.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of high intensity erosion control dam structure schematic diagram；
Fig. 2 be the utility model proposes a kind of high intensity erosion control dam side structure schematic diagram；
Fig. 3 be the utility model proposes a kind of high intensity erosion control dam A at mplifying structure schematic diagram.
In figure：Dam body 1, cement plate 2, cement pavement 3, substrate 4, column 5, the first fixed column 6, the second fixed column 7, crossbeam
8th, isocon 9, water inlet 10, delivery port 11, screen pack 12, fixed frame 13, connecting rod 14, rotating shaft 15, flabellum 16.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.
Reference picture 1-3, a kind of high intensity erosion control dam, including dam body 1, the upper surface of dam body 1 are equipped with substrate 4, substrate 4
Upper surface be provided with cement pavement 3, a side surface of dam body 1 is equipped with cement plate 2, and the middle part of dam body 1 is provided with column 5, and
Column 5 inserts the bottom of dam body 1 through substrate 4, and the sloped sides face of dam body 1 is respectively equipped with the first fixed column 6 and the second fixed column
7, connected between the first fixed column 6 and the second fixed column 7 by crossbeam 8, the first fixed column 6, the second fixed column 7 are on column 5
Parallel Symmetric, preferably one kind of dam body 1 itself can be protected, very big impulsive force can be resisted, again on the basis of it is sharp again
Prevented with cement plate 2, greatly improve impact force proof.
And crossbeam 8 passes through the middle part of column 5, dam body 1 is equidistantly provided with isocon 9 close to a side lower part of cement plate 2, shunts
The downside of pipe 9 is provided with water inlet 10 and positioned at the downside of dam body 1, and the upside of isocon 9 is provided with delivery port 11, water inlet 10 with go out
Annular groove is equipped with the mouth of a river 11, and screen pack 12 is mounted in annular groove, avoids enter into larger rubbish, is caused internal stifled
Plug, influence the effect of pre- impact force proof.
Delivery port 11 is located at the slope of dam body 1, and isocon 9 is U-shaped, and fixed frame 13 is equipped with water inlet 10,
The both sides of fixed frame 13 are equipped with limited block, and the inwall of water inlet 10 is provided with the chute to match with fixed frame 13, is
It is easily installed, while fixed frame 13 can be fixed again, so as not to be caused to rock by water impact, influences to prevent
Impulsive force.
Intersect in fixed frame 13 and be provided with connecting rod 14, the infall of connecting rod 14 is connected with flabellum by rotating shaft 15
16。
Operation principle：It is horizontal setting by column 5, the first fixed column 6, the second fixed column 7, the crossbeam 8 being provided with equidistant
It is required for using survey meter each time when beam 8 is through the first fixed column 6, the second fixed column 7 and measures, avoids connection inclined
Fall, overall protection is thus first carried out to dam body 1, while prevented using cement plate 2, then entering by isocon 9
The mouth of a river 10 and delivery port 11 can slow down impulsive force, and impulsive force is being received by the flabellum 16 on fixed frame 13 in water inlet 10
In the case of can rotate, can effectively slow down impulsive force, then be sprayed by delivery port 11, to current carry out an adverse current lead
To.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (4)
1. a kind of high intensity erosion control dam, including dam body（1）, the dam body（1）Upper surface be equipped with substrate（4）, the base
Plate（4）Upper surface be provided with cement pavement（3）, the dam body（1）A side surface be equipped with cement plate（2）, its feature exists
In the dam body（1）Middle part be provided with column（5）, and the column（5）Through substrate（4）Insert dam body（1）Bottom, institute
State dam body（1）Sloped sides face is respectively equipped with the first fixed column（6）With the second fixed column（7）, first fixed column（6）With
Two fixed columns（7）Between pass through crossbeam（8）Connection, and the crossbeam（8）Through column（5）Middle part, the dam body（1）It is close
Cement plate（2）A side lower part be equidistantly provided with isocon（9）, the isocon（9）Downside be provided with water inlet（10）And it is located at
Dam body（1）Downside, the isocon（9）Upside be provided with delivery port（11）, the delivery port（11）Positioned at dam body（1）It is oblique
It is domatic, the isocon（9）It is U-shaped, the water inlet（10）Place is equipped with fixed frame（13）, the fixed frame（13）
Interior intersection is provided with connecting rod（14）, the connecting rod（14）Infall pass through rotating shaft（15）It is connected with flabellum（16）.
A kind of 2. high intensity erosion control dam according to claim 1, it is characterised in that the fixed frame（13）Both sides
It is equipped with limited block, and the water inlet（10）Inwall be provided with and fixed frame（13）The chute to match.
A kind of 3. high intensity erosion control dam according to claim 1, it is characterised in that first fixed column（6）, second
Fixed column（7）On column（5）Parallel Symmetric.
A kind of 4. high intensity erosion control dam according to claim 1, it is characterised in that the water inlet（10）And delivery port
（11）Place is equipped with annular groove, and screen pack is mounted in annular groove（12）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720618626.8U CN206986849U (en) | 2017-05-31 | 2017-05-31 | A kind of high intensity erosion control dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720618626.8U CN206986849U (en) | 2017-05-31 | 2017-05-31 | A kind of high intensity erosion control dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206986849U true CN206986849U (en) | 2018-02-09 |
Family
ID=61390186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720618626.8U Expired - Fee Related CN206986849U (en) | 2017-05-31 | 2017-05-31 | A kind of high intensity erosion control dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206986849U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113981889A (en) * | 2021-11-03 | 2022-01-28 | 宁夏汇泽建设工程有限责任公司 | Anti-impact flood control dam |
-
2017
- 2017-05-31 CN CN201720618626.8U patent/CN206986849U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113981889A (en) * | 2021-11-03 | 2022-01-28 | 宁夏汇泽建设工程有限责任公司 | Anti-impact flood control dam |
| CN113981889B (en) * | 2021-11-03 | 2023-10-31 | 宁夏汇泽建设工程有限责任公司 | Shock-resistant flood control dam |
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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: 20180209 Termination date: 20180531 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |