CN206752411U - A kind of dykes and dams for improving anti-impact force - Google Patents
A kind of dykes and dams for improving anti-impact force Download PDFInfo
- Publication number
- CN206752411U CN206752411U CN201720620709.0U CN201720620709U CN206752411U CN 206752411 U CN206752411 U CN 206752411U CN 201720620709 U CN201720620709 U CN 201720620709U CN 206752411 U CN206752411 U CN 206752411U
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- CN
- China
- Prior art keywords
- dykes
- dams
- side slope
- frustum
- impact force
- Prior art date
- 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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- 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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- 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
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/22—Improving land use; Improving water use or availability; Controlling erosion
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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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P60/00—Technologies relating to agriculture, livestock or agroalimentary industries
- Y02P60/20—Reduction of greenhouse gas [GHG] emissions in agriculture, e.g. CO2
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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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P60/00—Technologies relating to agriculture, livestock or agroalimentary industries
- Y02P60/40—Afforestation or reforestation
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- Revetment (AREA)
Abstract
It the utility model is related to a kind of dykes and dams for improving anti-impact force, including preceding side slope, rear side slope, the preceding side slope surface is evenly arranged with multiple frustums, the top of the frustum is provided with arc pedestal, the surface of the preceding side slope is additionally provided with the anchor pole with frustum one-to-one corresponding and the vertical preceding side slope, one end of the anchor pole is cast in dykes and dams, and the other end is poured in the frustum；Enhancement layer has been poured in preceding side slope between the frustum；Also it is vertically arranged with multiple piles in the dykes and dams, the lower end of the pile is provided with strengthening mechanism, and the strengthening mechanism includes the reinforced steel of pile outer wall described in multiple depths and the reinforced steel is poured into reinforced cementitious pier together.Dam configuration provided by the utility model is stable, and anti-impact force is strong, service life length.And concrete materials are reduced, cost is reduced, while vegetation can be planted, greening is attractive in appearance, decreases soil erosion.
Description
Technical field
It the utility model is related to hydraulic engineering field, more particularly to a kind of dykes and dams for improving anti-impact force.
Background technology
In water conservancy, hydroelectric project, it is often subject to the bank slope of current scour its soil and easily suffers erosion, it is therefore desirable to people
Dykes and dams.Dykes and dams refer to that waterproof blocks the building and structures of water, and dykes and dams mainly have two major classes at present:Earth and rockfill dam and concrete dam.
Water intensity is blocked in order to strengthen dykes and dams waterproof, during practice of construction, dykes and dams will typically build preceding side slope and rear side slope, by preceding
Side slope alleviates the impact of current.In addition to side slope before building, the method that another kind alleviates water impact is exactly in preceding side slope
Rubble is stacked, water impact is decomposed with this.
The above-mentioned dykes and dams for building front and rear side slope are generally linear, in order to strengthen the ability of anti-current-rush, also have another
A form of dykes and dams, that is, dykes and dams are built in the arc-shaped, water impact is alleviated with this.
Prior art has the disadvantage that：The rubble stacked on linear embankment slope is easily deformed with water impact and moved
Position, the purpose for alleviating water impact is not reached then in the course of time.Circular arc dam construction consumptive material is more, economically not dominant.This
Outside, the dykes and dams of aforesaid way are unable to planting plants, and anti-current-rush is indifferent, and stability is not also high, it is easy to produces thing
Therefore and cost it is higher.Certainly, also occur the mode of geonet bank protection in the prior art, this mode can with planting plants,
There is certain bank protection ability, but the solid native effect of plant is poor, easily loosens, reduces protection effect, and security is not high.
Utility model content
In view of this, in order to solve the above problems, the utility model provides a kind of water conservancy dykes and dams, and the dam configuration is stable,
Anti-impact force is strong, and reduces concrete materials, reduces cost, while can plant vegetation, and greening is attractive in appearance, decreases water and soil stream
Lose.
To reach above-mentioned purpose, the technical solution adopted in the utility model is：A kind of dykes and dams for improving anti-impact force, including
Preceding side slope, rear side slope, the preceding side slope surface are evenly arranged with multiple frustums, and the top of the frustum is provided with arc pedestal,
The surface of the preceding side slope is additionally provided with the anchor pole with frustum one-to-one corresponding and the vertical preceding side slope, the anchor pole
One end is cast in dykes and dams, and the other end is poured in the frustum；Enhancement layer has been poured in preceding side slope between the frustum；Institute
State and multiple piles are also vertically arranged with dykes and dams, the lower end of the pile is provided with strengthening mechanism, and the strengthening mechanism includes more
The reinforced steel of pile outer wall described in individual depths and the reinforced steel is poured into reinforced cementitious pier together.
Further, multiple vegetation grooves are evenly arranged with the enhancement layer.
Further, it is fixed with meshi fabric on the vegetation groove.
Further, it is connected with each other between two adjacent piles.
Further, the lower end of the pile is provided with taper tip.
Further, bar-mat reinforcement has been poured in the enhancement layer.
Further, the enhancement layer is concrete layer.
In addition, in technical scheme described in the utility model, it is all not do what is illustrated, it can use normal in this area
Rule means realize the technical program.
The utility model has advantages below：
(1) by being evenly arranged with multiple frustums in preceding side slope, impact of the current to dykes and dams body is alleviated with this, when
When current gush next, multiple frustums of side slope first disperse current before dykes and dams, make surrounding guiding of the current along frustum, so as to
Frontal impact has been resolved into the oblique impact of multiply, has reduced impulsive force.For impacting the current in preceding side slope after decomposition, again
Secondary protection is carried out by enhancement layer, impact resistance is further improved, enhances the impact strength of dykes and dams.
(2) by setting arc pedestal in frustum front end, the cambered surface of arc pedestal can alleviate the water of direct impact
Stream, increase impact resistance, arc pedestal is protected to the upper bottom of frustum, extends the life-span of frustum.
(3) by being evenly arranged with multiple vegetation grooves on enhancement layer, concrete materials is reduced, cost is reduced, may be used also
In the grown on soil vegetation in vegetation groove, soil erosion is reduced, greening is attractive in appearance, and the design of meshi fabric further reduces
Soil erosion.
(4) by setting pile in dykes and dams and setting strengthening mechanism on pile, the structural strength of dykes and dams can be made
It is good, it is reliable and stable, it is less prone to phenomenon of collapsing.Two neighboring pile can be connected with each other, and further improve structural stability.
Dam configuration provided by the utility model is stable, and anti-impact force is strong, service life length.And reduce concrete use
Material, cost is reduced, while vegetation can be planted, greening is attractive in appearance, decreases soil erosion.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the front view of preceding side slope.
In figure：1st, preceding side slope；2nd, rear side slope；3rd, frustum；4th, arc pedestal；5th, enhancement layer；6th, anchor pole；7th, pile；8th, add
Gu clump；9th, reinforced steel；10th, vegetation groove；11st, taper tip.
Embodiment
The utility model is described further below in conjunction with the accompanying drawings.
Referring to Fig. 1,2, a kind of dykes and dams for improving anti-impact force, including preceding side slope (1), rear side slope (2), the preceding side slope
(1) surface is evenly arranged with multiple frustums (3), and the top of the frustum (3) is provided with arc pedestal (4), the preceding side slope (1)
Surface be additionally provided with the frustum (3) correspond and the vertical preceding side slope (1) anchor pole (6), the anchor pole (6)
One end be cast in dykes and dams, the other end is poured in the frustum (3)；Poured in preceding side slope (1) between the frustum (3)
There is enhancement layer (5)；Multiple piles (7) are also vertically arranged with the dykes and dams, the lower end of the pile (7) is provided with reinforcing machine
Structure, the strengthening mechanism include the reinforced steel (9) of pile (7) outer wall described in multiple depths and by the reinforced steel (9)
Pour reinforced cementitious pier (8) together.
By being evenly arranged with multiple frustums (3) in preceding side slope (1), dykes and dams body is rushed to alleviate current with this
Hit, when current, which gush, to be come, multiple frustums (3) of side slope first disperse current before dykes and dams, make surrounding of the current along frustum
Guiding, so as to which frontal impact has been resolved into the oblique impact of multiply, reduce impulsive force.For in side slope before being impacted after decomposition
Current, again by enhancement layer (5) carry out secondary protection, further improve impact resistance, the shock resistance for enhancing dykes and dams is strong
Degree.
By setting arc pedestal (4) in frustum (3) front end, the cambered surface of arc pedestal (4) can alleviate directly impact and
The current come, increase impact resistance, arc pedestal (4) is protected to the upper bottom of frustum (3), extends the life-span of frustum (3).
Further, multiple vegetation grooves (10) are evenly arranged with the enhancement layer (5).
Further, it is fixed with meshi fabric on the vegetation groove (10).It is multiple by being evenly arranged with enhancement layer (5)
Vegetation groove (10), reduces concrete materials, reduces cost, can also in the grown on soil vegetation in vegetation groove (10),
Soil erosion is reduced, greening is attractive in appearance, and the design of meshi fabric further reduces soil erosion.In addition, the setting of vegetation groove (10),
In addition to being acted on more than, the sound of water impact dykes and dams can be effectively reduced by the plant in vegetation groove (10), is carried
The performance of high dykes and dams.
Further, it is connected with each other between adjacent two piles (7).By in dykes and dams set pile (7) with
And strengthening mechanism is set on pile (7), and the structural strength of dykes and dams can be made good, it is reliable and stable, it is less prone to phenomenon of collapsing.Phase
Adjacent two piles (7) can be connected with each other, and further improve structural stability.
Further, the lower end of the pile (7) is provided with taper tip (11)., can by setting taper tip (11)
So that in the easier implantation dykes and dams of pile (7).
Further, bar-mat reinforcement has been poured in the enhancement layer (5).It is described by setting bar-mat reinforcement in enhancement layer (5)
The parallel upper side slope (1) of bar-mat reinforcement, can greatly reinforce the intensity of enhancement layer (5), make enhancement layer (5) can be to greatest extent
The impulsive force of current is reduced, and service life is longer.
Further, the enhancement layer (5) is concrete layer.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
The present invention is described in detail with reference to the foregoing embodiments, it will be understood by those within the art that：It still may be used
To be modified to the technical scheme described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic；
And these modification or replace, do not make appropriate technical solution essence depart from various embodiments of the present invention technical scheme spirit and
Scope.
Claims (7)
1. a kind of dykes and dams for improving anti-impact force, including preceding side slope (1), rear side slope (2), it is characterised in that：The preceding side slope (1)
Surface is evenly arranged with multiple frustums (3), and the top of the frustum (3) is provided with arc pedestal (4), the preceding side slope (1)
Surface is additionally provided with the anchor pole (6) with the frustum (3) one-to-one corresponding and the vertical preceding side slope (1), the anchor pole (6)
One end is cast in dykes and dams, and the other end is poured in the frustum (3)；Poured in preceding side slope (1) between the frustum (3)
Enhancement layer (5)；Multiple piles (7) are also vertically arranged with the dykes and dams, the lower end of the pile (7) is provided with strengthening mechanism,
The strengthening mechanism includes the reinforced steel (9) of pile (7) outer wall described in multiple depths and pours the reinforced steel (9)
Reinforced cementitious pier (8) together.
2. the dykes and dams according to claim 1 for improving anti-impact force, it is characterised in that：Uniformly set on the enhancement layer (5)
It is equipped with multiple vegetation grooves (10).
3. the dykes and dams according to claim 2 for improving anti-impact force, it is characterised in that：It is fixed with the vegetation groove (10)
Meshi fabric.
4. the dykes and dams according to claim 1 for improving anti-impact force, it is characterised in that：Two adjacent piles (7)
Between be connected with each other.
5. the dykes and dams according to claim 1 for improving anti-impact force, it is characterised in that：The lower end of the pile (7) is set
There is taper tip (11).
6. the dykes and dams according to claim 1 for improving anti-impact force, it is characterised in that：Poured in the enhancement layer (5)
Bar-mat reinforcement.
7. the dykes and dams according to claim 1 for improving anti-impact force, it is characterised in that：The enhancement layer (5) is concrete
Layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720620709.0U CN206752411U (en) | 2017-05-31 | 2017-05-31 | A kind of dykes and dams for improving anti-impact force |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720620709.0U CN206752411U (en) | 2017-05-31 | 2017-05-31 | A kind of dykes and dams for improving anti-impact force |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752411U true CN206752411U (en) | 2017-12-15 |
Family
ID=60620591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720620709.0U Expired - Fee Related CN206752411U (en) | 2017-05-31 | 2017-05-31 | A kind of dykes and dams for improving anti-impact force |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206752411U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286243A (en) * | 2018-04-23 | 2018-07-17 | 苏州百搭王者物流技术有限公司 | A kind of device of antiscour protection dykes and dams |
| CN108286242A (en) * | 2018-04-23 | 2018-07-17 | 苏州千层茧农业科技有限公司 | A kind of device of anti-tamper dykes and dams |
| CN108487186A (en) * | 2018-04-23 | 2018-09-04 | 苏州千层茧农业科技有限公司 | A kind of device of protection against erosion damage dykes and dams |
| CN108505493A (en) * | 2018-04-23 | 2018-09-07 | 苏州千层茧农业科技有限公司 | A kind of application method for anchor of building a dam |
| CN108547255A (en) * | 2018-04-23 | 2018-09-18 | 苏州百搭王者物流技术有限公司 | A kind of device of protection dykes and dams |
| CN108755603A (en) * | 2018-06-13 | 2018-11-06 | 靳文静 | A kind of shock resistance dam and its construction method with flood diversion pipe |
| CN109796082A (en) * | 2019-03-15 | 2019-05-24 | 深圳市碧园环保技术有限公司 | A kind of light instrument of kind of planting submerged plant |
-
2017
- 2017-05-31 CN CN201720620709.0U patent/CN206752411U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286243A (en) * | 2018-04-23 | 2018-07-17 | 苏州百搭王者物流技术有限公司 | A kind of device of antiscour protection dykes and dams |
| CN108286242A (en) * | 2018-04-23 | 2018-07-17 | 苏州千层茧农业科技有限公司 | A kind of device of anti-tamper dykes and dams |
| CN108487186A (en) * | 2018-04-23 | 2018-09-04 | 苏州千层茧农业科技有限公司 | A kind of device of protection against erosion damage dykes and dams |
| CN108505493A (en) * | 2018-04-23 | 2018-09-07 | 苏州千层茧农业科技有限公司 | A kind of application method for anchor of building a dam |
| CN108547255A (en) * | 2018-04-23 | 2018-09-18 | 苏州百搭王者物流技术有限公司 | A kind of device of protection dykes and dams |
| CN108755603A (en) * | 2018-06-13 | 2018-11-06 | 靳文静 | A kind of shock resistance dam and its construction method with flood diversion pipe |
| CN108755603B (en) * | 2018-06-13 | 2020-10-16 | 靳文静 | Impact-resistant dam with flood diversion pipe and construction method thereof |
| CN109796082A (en) * | 2019-03-15 | 2019-05-24 | 深圳市碧园环保技术有限公司 | A kind of light instrument of kind of planting submerged plant |
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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: 20171215 Termination date: 20180531 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |