CN209443432U - A kind of antiseepage hydraulic engineering dykes and dams - Google Patents
A kind of antiseepage hydraulic engineering dykes and dams Download PDFInfo
- Publication number
- CN209443432U CN209443432U CN201822006437.2U CN201822006437U CN209443432U CN 209443432 U CN209443432 U CN 209443432U CN 201822006437 U CN201822006437 U CN 201822006437U CN 209443432 U CN209443432 U CN 209443432U
- Authority
- CN
- China
- Prior art keywords
- dams
- dykes
- slope
- pedestal
- bumper post
- 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.)
- Expired - Fee Related
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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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- Revetment (AREA)
Abstract
The utility model discloses a kind of antiseepage hydraulic engineering dykes and dams of hydraulic engineering technical field, including pedestal, the top right part of pedestal is equipped with the first impervious barrier, the top of first impervious barrier has poured anti-settling layer, the top of anti-settling layer is fixedly installed with seal plate, dykes and dams have been poured at the top of anti-settling layer, the left wall of dykes and dams and anti-settling layer is equipped with the second impervious barrier, the top of pedestal has uniformly poured buffering slope from left to right, the top right part of pedestal has poured protective slope, buffering top of the slope end is provided with platform, and roof of platform or so one-time-concreting has the first bumper post and the second bumper post, the top of dykes and dams is equipped with road, present apparatus structure is simple, buffering effect is excellent, reduction is breached a dyke possibility.
Description
Technical field
The utility model discloses a kind of antiseepage hydraulic engineering dykes and dams, specially hydraulic engineering technical field.
Background technique
The effect of hydraulic engineering is very big, and engineering of building water conservancy projects can promote the development of China's economic society, hydraulic engineering
A very important component part is exactly dykes and dams in the middle, and dykes and dams also have the function of very powerful, is able to carry out water storage or water blocking,
The stability and reliability of hydraulic engineering and the construction of dykes and dams are closely related, so having to focus on the engineering construction of dykes and dams, protect
Card dam construction is gone on smoothly, and improves the safety of dykes and dams, currently, there is many safety problems in China's water conservancy dykes and dams,
The anti-flood capacity of water conservancy dykes and dams is generally relatively low, and there are drainages for many dykes and dams, and there are biggish security risks, therefore, to anti-
The demand for seeping hydraulic engineering dam configuration is growing, such as Chinese Patent Application No. is one that CN201721615913.X is proposed
Kind antiseepage hydraulic engineering dam configuration, including dam body and impermeable plate, the dam body upper surface are equipped with road, a left side for the road
Right side is fixedly connected with stone balustrade, and the left end stone balustrade is equipped with monitoring camera, is equipped with clay core-wall in the dam body,
Clay core-wall left side is fixedly connected with antifouling paint layer, and clay core-wall right side is fixedly connected with concrete shield
Slope, dam body inside center position are equipped with impermeable plate, and the impermeable plate is equipped with infiltration alarm device, and the dykes and dams are for a long time
Dykes and dams ontology is easily caused slight crack occur using since pedestal etc. is sagging, furthermore water body can directly impact dykes and dams, can lead for a long time
Cause dykes and dams ontology impaired.
Utility model content
The purpose of this utility model is to provide a kind of antiseepage hydraulic engineering dykes and dams, to solve to propose in above-mentioned background technique
Dykes and dams use for a long time easily cause dykes and dams ontology slight crack occur since pedestal etc. is sagging, furthermore water body can directly impact dike
Dam will lead to the impaired problem of dykes and dams ontology for a long time.
To achieve the above object, the utility model provides the following technical solutions: a kind of antiseepage hydraulic engineering dykes and dams, including base
Seat, the top right part of the pedestal are equipped with the first impervious barrier, and the top of first impervious barrier has poured anti-settling layer, described
The top of anti-settling layer is fixedly installed with seal plate, and dykes and dams have been poured at the top of the anti-settling layer, and the seal plate is located at dike
The left wall of the inner cavity on dam, the dykes and dams and anti-settling layer is equipped with the second impervious barrier, and the top of the pedestal is equal from left to right
Even to have poured buffering slope, the buffering slope successively increases from left to right, and the top right part of the pedestal has poured protective slope, described
The left wall of the right wall and the second impervious barrier that buffer slope is contacted with the left and right outer wall of protective slope respectively, and the highest point of the protective slope is high
Degree is identical as the highest point height of dykes and dams, and the lowest part height of the protective slope is identical as the buffering highest point height on slope, described
Buffering top of the slope end is provided with platform, and roof of platform or so one-time-concreting has the first bumper post and the second bumper post, and described the
The structure height of one bumper post and the second bumper post is all the same, and the top of the dykes and dams is equipped with road.
Preferably, first bumper post and the second bumper post are staggered.
Preferably, the road roof is provided with drain tank.
Preferably, the drain tank both ends height of the road roof is lower than middle height.
Compared with prior art, the utility model has the beneficial effects that
1) anti-settling layer is arranged in the present apparatus, and avoiding pedestal from sinking causes dykes and dams slight crack occur；
2) present apparatus setting buffering slope, avoids water body from directly impacting dykes and dams, causes dykes and dams impaired；
3) the first bumper post and the second bumper post is arranged in the present apparatus, improves buffering effect, reduces what height buffer slope was subject to
Impact force improves the service life on buffering slope, and present apparatus structure is simple, and buffering effect is excellent, reduces possibility of breaching a dyke.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model road schematic elevation view；
Fig. 3 is the utility model road schematic top plan view；
Fig. 4 is that the utility model buffers slope schematic top plan view.
In figure: 1 pedestal, 2 first impervious barriers, 3 anti-settling layers, 4 seal plates, 5 dykes and dams, 6 second impervious barriers, 7 protective slopes, 8
Buffer slope, 9 first bumper posts, 10 second bumper posts, 11 roads.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-4 is please referred to, the utility model provides a kind of technical solution: a kind of antiseepage hydraulic engineering dykes and dams, including pedestal
1, the top right part of pedestal 1 is equipped with the first impervious barrier 2, and the top of the first impervious barrier 2 has poured anti-settling layer 3, anti-settling layer 3
Top be fixedly installed with seal plate 4, the top of anti-settling layer 3 has poured dykes and dams 5, and seal plate 4 is located at the inner cavity of dykes and dams 5, dike
The left wall of dam 5 and anti-settling layer 3 is equipped with the second impervious barrier 6, and the top of pedestal 1 has uniformly poured buffering slope 8 from left to right,
Buffering slope 8 successively increases from left to right, and the top right part of pedestal 1 has poured protective slope 7, buffers the right wall and the second antiseepage on slope 8
The left wall of layer 6 is contacted with the left and right outer wall of protective slope 7 respectively, the highest point height and the highest point height phase of dykes and dams 5 of protective slope 7
Together, the lowest part height of protective slope 7 is identical as the buffering highest point height on slope 8, and buffering 8 top of slope is provided with platform, and platform
Roof or so one-time-concreting have the first bumper post 9 and the second bumper post 10, the structure of the first bumper post 9 and the second bumper post 10
Highly all the same, the top of dykes and dams 5 is equipped with road 11.
Wherein, the first bumper post 9 and the second bumper post 10 are staggered, and improve buffering effect, 11 roof of road, which is provided with, to be let out
Sink avoids rainwater etc. from flooding road 11, causes ponding to penetrate into dykes and dams 5, during the drain tank both ends height of 11 roof of road is lower than
Portion's height improves sluicing effect.
Working principle: anti-settling layer 3 avoids causing dykes and dams 5 slight crack, the first impervious barrier occur because pedestal 1 settles in the present apparatus
2 effectively avoid the moisture in pedestal 1 from penetrating into anti-settling layer 3, and when the second impervious barrier 6 effectively avoids water level excessively high or rainwater seeps
Entering in dykes and dams 5, seal plate 4 effectively improves the intensity of dykes and dams 5, and when the second impervious barrier 6 furthermore being avoided to damage, river water oozes out dykes and dams 5,
Buffering slope 8 is effectively reduced river water and river water upper layer is effectively reduced to the impact force of dykes and dams 5, the first bumper post 9 and the second bumper post 10
Buffer the impact force on slope 8.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of antiseepage hydraulic engineering dykes and dams, including pedestal (1), it is characterised in that: the top right part of the pedestal (1) is equipped with
The top of first impervious barrier (2), first impervious barrier (2) has poured anti-settling layer (3), the top of the anti-settling layer (3)
It is fixedly installed with seal plate (4), has been poured dykes and dams (5) at the top of the anti-settling layer (3), the seal plate (4) is located at dykes and dams
(5) left wall of inner cavity, the dykes and dams (5) and anti-settling layer (3) is equipped with the second impervious barrier (6), the top of the pedestal (1)
End has uniformly poured buffering slope (8) from left to right, and the buffering slope (8) successively increases from left to right, the top of the pedestal (1)
Right part has poured protective slope (7), it is described buffering slope (8) right wall and the second impervious barrier (6) left wall respectively with protective slope (7)
The contact of left and right outer wall, the highest point height of the protective slope (7) is identical as the highest point height of dykes and dams (5), the protective slope (7)
Lowest part height it is identical as the buffering highest point height of slope (8), buffering slope (8) top is provided with platform, and platform
Roof or so one-time-concreting has the first bumper post (9) and the second bumper post (10), first bumper post (9) and the second bumper post
(10) structure height is all the same, and the top of the dykes and dams (5) is equipped with road (11).
2. a kind of antiseepage hydraulic engineering dykes and dams according to claim 1, it is characterised in that: first bumper post (9) and
Second bumper post (10) is staggered.
3. a kind of antiseepage hydraulic engineering dykes and dams according to claim 1, it is characterised in that: road (11) roof is provided with
Drain tank.
4. a kind of antiseepage hydraulic engineering dykes and dams according to claim 3, it is characterised in that: road (11) roof is let out
Sink both ends height is lower than middle height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822006437.2U CN209443432U (en) | 2018-12-03 | 2018-12-03 | A kind of antiseepage hydraulic engineering dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822006437.2U CN209443432U (en) | 2018-12-03 | 2018-12-03 | A kind of antiseepage hydraulic engineering dykes and dams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209443432U true CN209443432U (en) | 2019-09-27 |
Family
ID=68012506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822006437.2U Expired - Fee Related CN209443432U (en) | 2018-12-03 | 2018-12-03 | A kind of antiseepage hydraulic engineering dykes and dams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209443432U (en) |
-
2018
- 2018-12-03 CN CN201822006437.2U patent/CN209443432U/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: 20190927 Termination date: 20201203 |