CN113550264A - Flood control dike - Google Patents
Flood control dike Download PDFInfo
- Publication number
- CN113550264A CN113550264A CN202110990804.0A CN202110990804A CN113550264A CN 113550264 A CN113550264 A CN 113550264A CN 202110990804 A CN202110990804 A CN 202110990804A CN 113550264 A CN113550264 A CN 113550264A
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- China
- Prior art keywords
- flood control
- flood
- control baffle
- section
- vertical guide
- 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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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000003860 storage Methods 0.000 claims abstract description 18
- 238000004891 communication Methods 0.000 claims abstract description 14
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 12
- 238000007789 sealing Methods 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 7
- 230000005484 gravity Effects 0.000 claims description 6
- 239000003351 stiffener Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 13
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 230000004888 barrier function Effects 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 230000003321 amplification Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003199 nucleic acid amplification method Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a flood control dam, which comprises a dam body, wherein a communication cavity is arranged in the dam body, and the communication cavity at least comprises: one end of the communication section is communicated with the storage section, and the other end of the communication section penetrates through the upstream face of the dam body to be communicated with the outside; the top of the storage section penetrates out of the top of the dam body and is communicated with the outside, and a flood control baffle which rises along with the rise of the water level is placed in the storage section; the top of dyke body still is provided with the confession the vertical guide rail that flood control baffle slided and leads. Through the setting, the dykes and dams body can play basic flood control effect, reduces the water of normal water level to the erosion of side slope, and because the UNICOM section will store section and flood water UNICOM during the high water level to can let the flood control baffle upwards float in step, reach the effect that improves the flood bank temporarily, play good interim protection effect, also provide valuable time and space for fighting a rush to deal with an emergency for the flood resistance.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to a flood bank.
Background
Water is the first-condition for human survival and development, and most cities in China are built along the coast of rivers, lakes or along the water of mountains and rivers. Due to the particularity of the geographical positions of some cities, the ground faces the threat of flood disasters to different degrees, and especially in Anhui, Hubei, Hunan, Jiangxi, Jiangsu and other places, the flood prevention and disaster reduction of the cities are very important.
However, with the continuous development of cities, more and more people are concentrated in cities, the economic development in the middle areas of China plays a role in keeping the national economy increasing, the middle cities are continuously enlarged in scale, high-rise forests are erected, the industrial discharge is aggravated, the heat island effect is more and more obvious, the urban rainfall is increased, the urban waterlogging is serious, and the standard for guaranteeing the flood control safety is higher and higher. Meanwhile, in recent years, climatic conditions deteriorate year by year, extreme climatic conditions frequently occur, and storm and typhoon cause the river level and the tide level to rise sharply and often exceed the highest historical water level, so that the remarkable economic loss and the huge social influence are caused.
In order to ensure safety, in the design, in order to meet flood control requirements, flood control standards have to be improved, so that the flood control retaining wall is continuously heightened, the visual continuation of people is blocked, and the landscape of a waterfront area is damaged; meanwhile, the existing flood control retaining wall is slow in construction process, and in the face of large-scale flood disasters, part of areas are still subjected to a traditional method. The flood control and prevention dams are built by people and sea tactics, and the invasion of waterlogging and flood is difficult to block in time and rapidly.
Disclosure of Invention
Aiming at the defect that the flood control dike in the prior art is not flexible enough, the invention aims to provide the flood control dike which can play a basic slope protection effect at a basic water level, cannot influence the ecological requirements of residents, can improve the protection height during a high-water-level flood period and achieve the effect of temporarily protecting the flood.
The technical purpose of the invention is realized by the following technical scheme: flood control dyke, including dykes and dams body, this internal intercommunication chamber that is provided with of dykes and dams, the intercommunication chamber includes at least: one end of the communication section is communicated with the storage section, and the other end of the communication section penetrates through the upstream face of the dam body to be communicated with the outside; the top of the storage section penetrates out of the top of the dam body and is communicated with the outside, and a flood control baffle which rises along with the rise of the water level is placed in the storage section; the top of dyke body still is provided with the confession the vertical guide rail that flood control baffle slided and leads.
The invention is further provided with: flood control baffle with the open-top clearance fit who stores the section, the width of storing the section is greater than flood control baffle thickness, the open-top department that stores the section is provided with limit stop, flood control baffle's bottom be provided with limit stop butt complex enlarges the foot.
The invention is further provided with: every flood control baffle sliding fit in a pair of in the vertical guide rail, just the flood control baffle deviates from vertical seal groove has been seted up to the one side of dykes and dams upstream face, every all be equipped with in the vertical guide rail with seal groove sliding plug complex sealing strip, work as when the flood control baffle is extruded to be lower than in the vertical guide rail, the sealing strip with seal groove sealing fit.
The invention is further provided with: the sealing strip is a water-swelling strip.
The invention is further provided with: when the bottom of the flood control baffle is immersed in water, the buoyancy of the immersed part is greater than the gravity of the whole flood control baffle.
The invention is further provided with: the inside hollow setting that is of amplifying foot, and the buoyancy that hollow part received in aqueous is greater than the gravity of monoblock flood control baffle.
The invention is further provided with: and a valve device for switching on-off states is arranged in the communication section.
The invention is further provided with: the middle part of the communicating section is in an upward arched arc shape, and the top level of the arc part is higher than the communicating end of the communicating section and the outside and lower than the top opening of the storage section.
The invention is further provided with: still be provided with a plurality of installation departments on the one side that vertical guide deviates from the upstream face, removable the installing of stiffener on two adjacent vertical guide opposite positions's a pair of installation departments.
In conclusion, the invention has the following beneficial effects:
1. the dam body can play a basic flood control effect, reduce the erosion effect of water at normal water level to the side slope, and can meet the normal ecological requirements of residents, even the dam can be used as a viewing platform or a park of a river landscape;
2. due to the fact that the communicating section is communicated with the flood water body, the flood control baffle plates can float upwards synchronously during high water level, the effect of temporarily improving the flood control dam is achieved, a good temporary protection effect is achieved, valuable time and space are provided for flood fighting, short-term flood can only depend on the flood control baffle plates, and flood control measures can be built behind the flood control baffle plates in a long-term flood season.
Drawings
Fig. 1 is a schematic diagram of the present embodiment.
In the figure: 1. a dam body; 2. a communication section; 3. a storage section; 4. flood control baffles; 5. a vertical guide rail; 6. a water-facing surface; 7. a limit stop block; 8. the feet are enlarged.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The specific embodiments are only for explaining the present invention, and the present invention is not limited thereto, and those skilled in the art can make modifications without inventive contribution to the present embodiments as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Example (b): the utility model provides a flood control dyke, as shown in figure 1, including dykes and dams body 1, dykes and dams body 1 adopts high strength waterproof concrete to pour, and upstream face 6 is the slope, and the top is the platform, and this internal intercommunication chamber that is provided with of dykes and dams, intercommunication chamber include at least:
one end of the communication section 2 is communicated with the storage section, and the other end of the communication section penetrates out of the upstream face of the dam body and is communicated with an external flood area;
a storage section 3, the top of which penetrates out of the top of the dam body and is communicated with the outside, and a flood control baffle 4 which rises along with the rise of the water level is arranged in the storage section;
the top of the dam body 1 is also provided with a vertical guide rail 5 for the flood control baffle to slide and guide.
Certainly in the actual production, flood control baffle 4 arranges in proper order along the length direction of dykes and dams body 1 and is provided with a lot of polylith, and vertical guide rail 5 also is provided with many in rows, and the intercommunication chamber also corresponds with flood control baffle and is provided with same quantity. Through the setting, the dykes and dams body can play basic flood control effect, reduces the water of normal water level to the erosion of side slope, and because the UNICOM section will store section and flood water UNICOM during the high water level to can let the flood control baffle upwards float in step, reach the effect that improves the flood bank temporarily, play good interim protection effect, also provide valuable time and space for fighting a rush to deal with an emergency for the flood resistance.
Specifically, flood control baffle with the open-top clearance fit who stores the section, the width of storing the section is greater than flood control baffle thickness, the open-top department that stores the section is provided with limit stop 7, flood control baffle's bottom be provided with limit stop butt complex enlargies foot 8.
The bottom surface of limit stop is decurrent inclined plane, and one side of enlarging the foot be with the ascending inclined plane of limit stop's bottom surface laminating, through enlarging foot and limit stop's butt cooperation, can prevent that flood control baffle from breaking away from dykes and dams open-top. In actual installation, the bottom amplification foot of the flood control baffle is connected in a split mode, and the amplification foot vertically penetrates through the top opening of the storage section and then is connected with the flood control baffle, for example, the flood control baffle is fixed in a welding mode.
Every flood control baffle sliding fit in a pair of in the vertical guide rail, just the flood control baffle deviates from vertical seal groove has been seted up to the one side of dykes and dams upstream face, every all be equipped with in the vertical guide rail with seal groove sliding plug complex sealing strip, work as when the flood control baffle is extruded to be lower than in the vertical guide rail, the sealing strip with seal groove sealing fit. Further, in order to improve the sealing performance, the sealing strip is a water-swelling strip.
And in order to strengthen the support intensity of vertical guide rail, still be provided with a plurality of installation departments on the one side that vertical guide rail deviates from the upstream face, removable the installing has the stiffener on two adjacent vertical guide rail relative a pair of installation departments in position, and the setting of many stiffeners can obviously improve the atress intensity of flood control baffle. Furthermore, the vertical guide rail is also provided with a plurality of reinforcing support structures, such as a plurality of triangular supports, so that the strength of the single vertical guide rail is improved.
As for the flood barrier, the submerged part and the volume of the flood barrier are substantially fixed, the buoyancy of the part is larger than the gravity of the whole flood barrier, in this embodiment, the part is the enlarged foot part, and in order to increase the buoyancy of the enlarged foot part, the inner part is a hollow structure, that is, the buoyancy of the hollow part in the water is larger than the gravity of the whole flood barrier.
Similarly, for the flood control baffle plate, in consideration of both strength and light weight, the flood control baffle plate can be in a hollow framework form, the outer surface of the flood control baffle plate is tightly wrapped by waterproof materials, the outer surface of the flood control baffle plate can be made of high-strength plastics, rubber and other materials, and the inner framework of the flood control baffle plate can be made of light-weight and high-strength steel structures or other alloy materials.
Since the flood barrier function is only activated in the high position, the function of the communicating section does not need to be maintained at all times, and the communicating section can be positioned higher at the exit point of the upstream face, even just a distance of a little lower than the top of the dam, e.g. 1 m. Alternatively, a valve structure can be arranged in the communication section to manually control the on-off state switching. Alternatively, the middle part of the communicating section is in an upward arched shape, and the vertex level of the arc-shaped part is higher than the communicating end of the communicating section and the outside and lower than the top opening of the storage section, so that water at low water level cannot cross the arc-shaped part and enter the storage section.
Claims (9)
1. Flood control dyke, including dykes and dams body, its characterized in that this internal intercommunication chamber that is provided with of dykes and dams, the intercommunication chamber includes at least:
one end of the communication section is communicated with the storage section, and the other end of the communication section penetrates through the upstream face of the dam body to be communicated with the outside;
the top of the storage section penetrates out of the top of the dam body and is communicated with the outside, and a flood control baffle which rises along with the rise of the water level is placed in the storage section;
the top of dyke body still is provided with the confession the vertical guide rail that flood control baffle slided and leads.
2. The flood bank of claim 1, wherein: flood control baffle with the open-top clearance fit who stores the section, the width of storing the section is greater than flood control baffle thickness, the open-top department that stores the section is provided with limit stop, flood control baffle's bottom be provided with limit stop butt complex enlarges the foot.
3. The flood bank of claim 2, wherein: every flood control baffle sliding fit in a pair of in the vertical guide rail, just the flood control baffle deviates from vertical seal groove has been seted up to the one side of dykes and dams upstream face, every all be equipped with in the vertical guide rail with seal groove sliding plug complex sealing strip, work as when the flood control baffle is extruded to be lower than in the vertical guide rail, the sealing strip with seal groove sealing fit.
4. The flood bank of claim 3, wherein: the sealing strip is a water-swelling strip.
5. The flood bank of claim 1, wherein: when the bottom of the flood control baffle is immersed in water, the buoyancy of the immersed part is greater than the gravity of the whole flood control baffle.
6. The flood bank of claim 2, wherein: the inside hollow setting that is of amplifying foot, and the buoyancy that hollow part received in aqueous is greater than the gravity of monoblock flood control baffle.
7. The flood bank of claim 1, wherein: and a valve device for switching on-off states is arranged in the communication section.
8. The flood bank of claim 1, wherein: the middle part of the communicating section is in an upward arched arc shape, and the top level of the arc part is higher than the communicating end of the communicating section and the outside and lower than the top opening of the storage section.
9. The flood bank of claim 1, wherein: still be provided with a plurality of installation departments on the one side that vertical guide deviates from the upstream face, removable the installing of stiffener on two adjacent vertical guide opposite positions's a pair of installation departments.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110990804.0A CN113550264A (en) | 2021-08-26 | 2021-08-26 | Flood control dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110990804.0A CN113550264A (en) | 2021-08-26 | 2021-08-26 | Flood control dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113550264A true CN113550264A (en) | 2021-10-26 |
Family
ID=78134338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110990804.0A Pending CN113550264A (en) | 2021-08-26 | 2021-08-26 | Flood control dike |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113550264A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115787574A (en) * | 2023-01-04 | 2023-03-14 | 泗洪县水利工程建设管理中心 | Embankment reinforcing structure and construction method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1793043A1 (en) * | 2005-12-05 | 2007-06-06 | Eric Widell | Mobile flood protection wall |
| CN112030871A (en) * | 2020-09-27 | 2020-12-04 | 裘英杰 | Movable combined type automatic vertical lifting flood control device and flood control wall |
-
2021
- 2021-08-26 CN CN202110990804.0A patent/CN113550264A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1793043A1 (en) * | 2005-12-05 | 2007-06-06 | Eric Widell | Mobile flood protection wall |
| CN112030871A (en) * | 2020-09-27 | 2020-12-04 | 裘英杰 | Movable combined type automatic vertical lifting flood control device and flood control wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115787574A (en) * | 2023-01-04 | 2023-03-14 | 泗洪县水利工程建设管理中心 | Embankment reinforcing structure and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211026 |
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| RJ01 | Rejection of invention patent application after publication |