CN205636639U - Impervious water conservancy floodwall - Google Patents
Impervious water conservancy floodwall Download PDFInfo
- Publication number
- CN205636639U CN205636639U CN201620415261.4U CN201620415261U CN205636639U CN 205636639 U CN205636639 U CN 205636639U CN 201620415261 U CN201620415261 U CN 201620415261U CN 205636639 U CN205636639 U CN 205636639U
- Authority
- CN
- China
- Prior art keywords
- seepage
- dykes
- prevention
- cavity
- seepage geomembrane
- 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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Classifications
-
- 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
-
- 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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Revetment (AREA)
Abstract
The utility model discloses an impervious water conservancy floodwall, including dykes and dams body, prevention of seepage geomembrane, humidity transducer and prevention of seepage chamber, the top of dykes and dams body is provided with prevention of seepage geomembrane standing groove and well lid, the prevention of seepage geomembrane has been placed to the inside of prevention of seepage geomembrane standing groove, the inside of dykes and dams body is provided with prevention of seepage chamber and cavity, the internally mounted in prevention of seepage chamber has humidity transducer and alarm device, the bottom of cavity is fixed with iron plate, the top of cavity is provided with the well, and the top of well is fixed with the well lid, the left side of dykes and dams body covers there is waterproof geotechnological cloth, the outside of waterproof geotechnological cloth covers there is the prevention of seepage geomembrane, the left side of dykes and dams body is provided with the recess, and is provided with prevention of seepage geomembrane and waterproof geotechnological cloth between recess and the covering device. The utility model discloses a prevention of seepage is carried out to the mode of two kinds of preventions of seepage, the setting of guide rail and well in the cavity, and the prevention of seepage is effectively played and the effect of fighting a flood to the transportation of the material of being convenient for to control flood.
Description
Technical field
This utility model relates to water conservancy construction technical field, a kind of impervious flood control
Dike.
Background technology
At present, along with being continually changing of society's global climate, various pole is occurred in that all over the world
The weather of end, in some areas of China, heavy showers phenomenon is very serious, due to heavy showers sky
The appearance of gas, each province and city much local impacts all receiving flood；Although most ofly
District has started to build reservoir to control flood, but when running into the weather of heavy showers, reservoir
In water level steeply rise, for the safety of dam, hydraulic department flood discharge of having to discharges water, from
And make mining under reservoir receive serious flood, thus bring pole to the life of people
Big trouble, causes threat greatly even to the personal safety of people, but in reservoir,
Often in reservoir, water level arrives after certain altitude, needs rapid build to meet an urgent need dykes and dams, and structure
The dykes and dams built can be the most impermeable, it will the dangerous suppression of generation, in bud, both may be used
Try to gain time precious to one for emergency flood fighting, it is possible to avoid resulting in greater loss.
Utility model content
The purpose of this utility model is to provide a kind of impervious flood control dike, above-mentioned to solve
The problem proposed in background technology, is had an advantageous effect in that；Use anti-seepage geomembrane and prevent
Water geotextiles with the use of, it is to avoid the infiltration of water, by the humidity sensor in antiseepage chamber and
Alarm device with the use of, effectively accomplish the effect remotely monitoring and regulating and controlling, lead in cavity
Rail and the setting of hoistway, it is simple to the transport of flood control material, effectively play the anti-effect blending flood fighting.
For achieving the above object, the following technical scheme of this utility model offer: a kind of impervious water
Profit flood bank, including dykes and dams body, anti-seepage geomembrane, humidity sensor and antiseepage chamber；Described
The top of dykes and dams body is provided with anti-seepage geomembrane placing trough and well lid, and described anti-seepage geomembrane is put
The inside putting groove is placed with anti-seepage geomembrane, described dykes and dams body be internally provided with antiseepage chamber and
Cavity, and antiseepage chamber is arranged on the left side of cavity, the internally installed of described antiseepage chamber has humidity to pass
Sensor and alarm device, the bottom of described cavity is fixed with on iron plate, and iron plate and offers guide rail,
The top of described cavity is provided with hoistway, and the top of hoistway is fixed with well lid, and described dykes and dams are originally
The left side of body is coated with waterproof geotextiles, and the outer side covers of described waterproof geotextiles has antiseepage geotechnique
Film, the left side of described dykes and dams body is provided with between groove, and groove and cladding system and is provided with
Anti-seepage geomembrane and waterproof geotextiles.
Preferably, the outer right wall of described cavity is provided with iron gate.
Preferably, described humidity sensor is connected with alarm device by wire, and dress of reporting to the police
Put and be connected with Surveillance center by transmission signal.
Preferably, described cladding system and groove compact siro spinning technology.
Compared with prior art, the beneficial effects of the utility model are: use anti-seepage geomembrane
With waterproof geotextiles with the use of, anti-seepage geomembrane avoids the infiltration of water, waterproof geotechnique to be furnished with
The waterproof action accomplishing dykes and dams body of effect, by the humidity sensor in antiseepage chamber and dress of reporting to the police
Put with the use of, Surveillance center effectively accomplishes remotely to monitor and regulate and control, it is ensured that the very first time
Find dangerous situation, make emergency plan efficiently, guide rail and the setting of hoistway in cavity, it is simple to be anti-
The transport of flood material, effectively plays the anti-effect blending flood fighting, and flood control dam global design is reasonable,
The effective safety ensureing inland river peripheral facilities and the security of the lives and property of people.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is top view of the present utility model.
In figure: 1-dykes and dams body；2-well lid；3-hoistway；4-cavity；5-iron gate；6-ferrum
Plate；7-guide rail；8-anti-seepage geomembrane placing trough；9-anti-seepage geomembrane；The waterproof geotextiles of 10-；
11-humidity sensor；12-alarm device；13-antiseepage chamber；14-cladding system；15-groove.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to this utility model embodiment
In technical scheme be clearly and completely described, it is clear that described embodiment be only
The a part of embodiment of this utility model rather than whole embodiments.Based in this utility model
Embodiment, those of ordinary skill in the art are obtained under not making creative work premise
Every other embodiment, broadly fall into this utility model protection scope.
Refer to Fig. 1 and Fig. 2, a kind of embodiment that this utility model provides: a kind of impervious
Flood control dike, including dykes and dams body 1, anti-seepage geomembrane 9, humidity sensor 11 and antiseepage
Chamber 13；The top of dykes and dams body 1 is provided with anti-seepage geomembrane placing trough 8 and well lid 2, antiseepage
The inside of geomembrane placing trough 8 is placed with anti-seepage geomembrane 9, and the inside of dykes and dams body 1 is arranged
There are antiseepage chamber 13 and cavity 4, and antiseepage chamber 13 is arranged on the left side of cavity 4, antiseepage chamber 13
Internally installed have humidity sensor 11 and alarm device 12, the bottom of cavity 4 is fixed with ferrum
Offering guide rail 7 on plate 6, and iron plate 6, the top of cavity 4 is provided with hoistway 3, and well
The top in road 3 is fixed with well lid 2, and the left side of dykes and dams body 1 is coated with waterproof geotextiles 10,
The outer side covers of waterproof geotextiles 10 has anti-seepage geomembrane 9, and the left side of dykes and dams body 1 is arranged
It is provided with anti-seepage geomembrane 9 between fluted 15, and groove 15 and cladding system 14 and prevents
Water geotextiles 10, the outer right wall of cavity 4 is provided with iron gate 5, and humidity sensor 11 leads to
Cross wire to be connected with alarm device 12, and alarm device 12 is by transmission signal and Surveillance center
Connect, cladding system 14 and groove 15 compact siro spinning technology.
Operation principle；Use anti-seepage geomembrane 9 and waterproof geotextiles 10 with the use of, keep away
Exempt from the infiltration of water, by the humidity sensor 11 in antiseepage chamber 13 and joining of alarm device 12
Close and use, effectively accomplish the effect remotely monitoring and regulating and controlling, guide rail 7 and hoistway in cavity 4
The setting of 3, it is simple to the transport of flood control material, effectively plays the anti-effect blending flood fighting.
It is obvious to a person skilled in the art that this utility model is not limited to above-mentioned exemplary reality
Execute the details of example, and in the case of without departing substantially from spirit or essential attributes of the present utility model,
This utility model can be realized in other specific forms.Therefore, no matter from the point of view of which point,
Embodiment all should be regarded as exemplary, and be nonrestrictive, model of the present utility model
Enclose and limited by claims rather than described above, it is intended that will fall in claim
All changes in the implication of equivalency and scope are included in this utility model.Should will not weigh
Any reference during profit requires is considered as limiting involved claim.
Claims (4)
1. an impervious flood control dike, including dykes and dams body (1), anti-seepage geomembrane (9),
Humidity sensor (11) and antiseepage chamber (13)；It is characterized in that: described dykes and dams body (1)
Top be provided with anti-seepage geomembrane placing trough (8) and well lid (2), described anti-seepage geomembrane
The inside of placing trough (8) is placed with anti-seepage geomembrane (9), described dykes and dams body (1) interior
Portion is provided with antiseepage chamber (13) and cavity (4), and antiseepage chamber (13) are arranged on cavity (4)
Left side, described antiseepage chamber (13) internally installed has humidity sensor (11) and dress of reporting to the police
Putting (12), the bottom of described cavity (4) is fixed with on iron plate (6), and iron plate (6) and opens
Being provided with guide rail (7), the top of described cavity (4) is provided with hoistway (3), and hoistway (3)
Top be fixed with well lid (2), the left side of described dykes and dams body (1) is coated with waterproof geotechnique
Cloth (10), the outer side covers of described waterproof geotextiles (10) has anti-seepage geomembrane (9), institute
State the left side of dykes and dams body (1) and be provided with groove (15), and groove (15) and cladding system
(14) anti-seepage geomembrane (9) and waterproof geotextiles (10) it are provided with between.
One the most according to claim 1 impervious flood control dike, it is characterised in that:
Iron gate (5) is installed in the outer right wall of described cavity (4).
One the most according to claim 1 impervious flood control dike, it is characterised in that:
Described humidity sensor (11) is connected with alarm device (12) by wire, and alarm device
(12) it is connected with Surveillance center by transmission signal.
One the most according to claim 1 impervious flood control dike, it is characterised in that:
Described cladding system (14) and groove (15) compact siro spinning technology.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620415261.4U CN205636639U (en) | 2016-05-07 | 2016-05-07 | Impervious water conservancy floodwall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620415261.4U CN205636639U (en) | 2016-05-07 | 2016-05-07 | Impervious water conservancy floodwall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205636639U true CN205636639U (en) | 2016-10-12 |
Family
ID=57049899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620415261.4U Expired - Fee Related CN205636639U (en) | 2016-05-07 | 2016-05-07 | Impervious water conservancy floodwall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205636639U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797522A (en) * | 2018-06-13 | 2018-11-13 | 靳恬静 | A kind of dykes and dams blocking method |
-
2016
- 2016-05-07 CN CN201620415261.4U patent/CN205636639U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797522A (en) * | 2018-06-13 | 2018-11-13 | 靳恬静 | A kind of dykes and dams blocking method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 Termination date: 20170507 |