CN112176949A - Dam and dam - Google Patents
Dam and dam Download PDFInfo
- Publication number
- CN112176949A CN112176949A CN202011096716.8A CN202011096716A CN112176949A CN 112176949 A CN112176949 A CN 112176949A CN 202011096716 A CN202011096716 A CN 202011096716A CN 112176949 A CN112176949 A CN 112176949A
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- China
- Prior art keywords
- sealing baffle
- dam
- cavity
- river
- extension
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- 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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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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- 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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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a dam which comprises dams built on two sides of a river bank, wherein more than one extension part is arranged on each dam side by side, a clearance cavity is formed between every two adjacent extension parts, more than one rotating cavity is arranged on one side of each dam facing a river channel side by side, a sealing baffle is hinged in each rotating cavity, each clearance cavity corresponds to one sealing baffle, a protruding part is arranged on one side of each sealing baffle, which is far away from the river channel, a planting cavity is arranged along the protruding part and extends towards the inside of each sealing baffle, crops are planted in the planting cavities, and a buoyancy piece is embedded in each sealing baffle. According to the invention, plants are arranged on the sealing baffle plate, and the sealing baffle plate extends towards the river channel, so that the space on the river bank is not occupied, meanwhile, the dam does not shield the sight and obstruct the airflow, the influence on the life of people is reduced as far as possible, and the flood control effect in case of heavy rainfall can be ensured.
Description
Technical Field
The invention relates to the field of hydraulic engineering, in particular to a dam.
Background
In some two sides of a river channel with frequent serious water level rise, the dam is built, and the purpose of the dam is to increase the height of the river bank and prevent water in the river channel from crossing the dam to influence buildings or submerge crops. However, because the height of the built dam is high, for residents on the river bank, the sight of the dam is affected by the overhigh dam, and airflow cannot well enter the room to give a sense of depression, so that the defect of building the dam near a building residential building is caused.
In addition, in order to reasonably utilize land resources, the nearby dam can also be used for planting crops, the problem of water taking is easily solved due to the fact that the nearby dam is close to the river, and the water resources are rich, people prefer to plant the crops around the periphery, but due to the fact that the land resources are limited, too many crops cannot be planted, a large amount of area on the river is not used, and waste of resources is caused; however, if the plants are planted on the edge of the dam, river water overflow is easy to happen, and a large amount of crops are drowned.
Disclosure of Invention
The invention aims to provide a dam, which adopts a hollow dam structure, can solve the problem of light penetration, cannot influence air flow on residents, simultaneously reasonably utilizes the space on a river channel, and can minimize the influence of river water on crops in heavy rainfall.
The invention is realized by the following technical scheme: the utility model provides a dam, including building by laying bricks or stones the dam in river bank both sides, be provided with more than one extension on the dam side by side, all form a clearance chamber between the adjacent extension, dam face is seted up more than one towards the river course one side by side and is rotated the chamber and all articulated a sealing baffle in, every clearance chamber corresponds a sealing baffle, sealing baffle deviates from the river course one side and sets up a bellying, and set up one towards the inside extension of sealing baffle along the bellying and plant the chamber, crops are planted and are planting the intracavity, sealing baffle's inside embedding is provided with buoyancy spare, after sealing baffle upwards overturns along the pin joint, bellying on the sealing baffle is detained in clearance intracavity and sealed clearance chamber.
As an optimal technical scheme, the sealing baffle is formed by pouring concrete reinforced material, a hollow cavity is formed inside the sealing baffle and used for filling the buoyancy piece, and the buoyancy of the buoyancy piece is larger than the weight of the sealing baffle.
As the preferred technical scheme, the width of the sealing baffle is larger than that of the gap cavity, the sealing baffle is provided with two extending edges, a first silica gel layer is bonded on each extending edge, a second silica gel layer is bonded on one surface, opposite to the sealing baffle, of each extending portion, and the sealing baffle is in contact sealing with the sealing baffle through the extending edges after being in contact with the extending portions.
As an optimized technical scheme, a supporting limiting block is arranged on the bottom surface of the rotating cavity, and the sealing baffle is parallel to the horizontal plane through the supporting limiting block.
As a preferable technical scheme, more than one hollow tube is embedded in the sealing baffle, a water absorbing strip is filled in the hollow tube, the water absorbing strip part extends into the planting cavity, the water absorbing strip part penetrates through the sealing baffle and extends into the river channel to be contacted with river water, the river water is absorbed into soil in the planting cavity, and the water absorbing strip is made of water absorbing sponge materials.
As a preferred technical scheme, an included angle which is smaller than 90 degrees is formed between the extension part and the horizontal plane.
According to the preferable technical scheme, one end of the sealing baffle is provided with a rotating shaft, and the sealing baffle is rotatably arranged in a rotating shaft hole formed in the inner wall of the rotating cavity through the rotating shaft.
The invention has the beneficial effects that: the river channel embankment is provided with more than one clearance cavity, so that the height of the embankment is high, the air flow passing is not influenced, the visual field is not influenced, and the influence of the embankment on nearby residents is reduced as much as possible;
when the water amount of the river channel dam disclosed by the invention is suddenly increased, the sealing baffle can be buckled into the clearance cavity through the water level rise, and the clearance cavity is sealed again, so that the top of the dam is not hollowed, and the aim of continuously blocking water is fulfilled;
thirdly, the plants are reasonably planted on the sealing baffle plate, so that the space of the river channel can be utilized when the sealing baffle plate is used at ordinary times, the bank space resource is not occupied, and meanwhile, the sealing baffle plate is positioned above the water surface, so that the water in the river channel can be directly sucked for irrigation, the sealing baffle plate is very convenient, and manual irrigation is not needed;
and fourthly, because the sealing baffle plate can float upwards after the water level of the river channel rises, when the sealing baffle plate is buckled in the gap cavity, the plants can deviate from one surface of the river channel and cannot be contacted with water, and even if the river water swells and overflows the sealing baffle plate, the plants only can flow over the plants, the plants cannot be immersed for a long time, and the survival probability of the plants is increased.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a single-sided embankment according to the present invention;
FIG. 3 is a side view of a dike of the present invention;
fig. 4 is a schematic structural view of the sealing baffle plate floating upward and sealing in the gap cavity.
Detailed Description
As shown in fig. 1 and 2, a dam, including the dam 1 of building in the river bank both sides, be provided with more than one extension 5 on the dam 1 side by side, all form a clearance cavity 13 between the adjacent extension 5, as shown in fig. 3, dam 1 has seted up more than one rotation chamber 4 side by side towards the river course one side, all articulate a sealed baffle 11 in the rotation chamber 4, every clearance cavity 13 corresponds a sealed baffle 11, sealed baffle 11 deviates from the river course one side and sets up a bellying 9, and set up a planting chamber 8 towards sealed baffle 11 inside extension along bellying 9, crops are planted in planting chamber 8, the inside embedding of sealed baffle 11 is provided with buoyancy piece 2, after sealed baffle 11 upwards overturns along the pin joint, bellying 9 on the sealed baffle 11 detains in clearance cavity 13 and seals the clearance cavity.
When the sealing baffle 11 is not in the sealing clearance cavity, the air flow can penetrate through the clearance cavity, the career cannot be influenced, the peripheral brightness is increased, and the influence of the dam on residents is reduced.
Wherein, sealing baffle 11 adopts concrete reinforcement material to pour and forms, inside sets up the fretwork chamber, be used for filling buoyancy spare 2, buoyancy of buoyancy spare 2 is greater than sealing baffle's weight, after the river course water level rises, the river can make sealing baffle come-up after with sealing baffle contact, and then make sealing baffle detain in clearance chamber 13, as shown in fig. 4, a complete dykes and dams have just been constituteed to whole dykes and dams this moment, the river can not pass in following clearance chamber 13, realize the purpose of manger plate.
Wherein, the width of seal baffle 11 is greater than the width of clearance chamber 13, seal baffle 11 has two and extends the limit (not shown), extend the first silica gel layer of one deck (not shown) that bonds on the limit, the relative seal baffle of extension one side bonding one deck second silica gel layer 6, seal baffle 11 and extension contact back, through extending limit and seal baffle contact seal, after seal baffle 11 come-up, by extending limit and extension contact, utilize the contact of silica gel layer to seal, utilize the water pressure of river to compress tightly seal baffle and extension.
In this embodiment, the bottom surface of rotating chamber 4 is provided with the support stopper, makes sealing baffle be on a parallel with the horizontal plane through supporting the stopper, and sealing baffle can be on a parallel with the river all the time like this.
In this embodiment, the embedding is provided with the hollow tube more than one in seal baffle 11, a water absorption strip 12 is filled in the hollow tube, water absorption strip 12 part stretches into in planting the intracavity, and the part passes seal baffle 11 and stretches into in the river course and the contact of river, inhales the river to the soil of planting the chamber in, and water absorption strip 12 adopts the sponge material that absorbs water to make, through the continuous input to soil of water in the river course of water absorption strip, consequently can wet soil for a long time, need not irrigate.
Wherein, an included angle less than 90 degrees is formed between the extension part 5 and the horizontal plane, the included angle of 75 degrees is preferably formed between the extension part 5 and the horizontal plane, the strength of the extension part is strongest at the moment, and after the sealing baffle is buckled into the gap cavity, the whole dam can be integrated, and the water retaining function of the dam is realized.
In this embodiment, one end of the sealing baffle is provided with a rotating shaft 3, and the sealing baffle 11 is rotatably installed in a rotating shaft hole formed in the inner wall of the rotating cavity through the rotating shaft 3.
The invention has the beneficial effects that: the dam is provided with more than one clearance cavity, so that the height of the dam is high, the air flow passing cannot be influenced, the visual field is not influenced, and the influence of the dam on nearby residents is reduced as much as possible;
when the water quantity of the dam disclosed by the invention is suddenly increased, the sealing baffle can be buckled into the clearance cavity through the water level rise, and the clearance cavity is sealed again, so that the top of the dam is not hollowed, and the aim of continuously blocking water is fulfilled;
thirdly, the plants are reasonably planted on the sealing baffle plate, so that the space of the river channel can be utilized when the sealing baffle plate is used at ordinary times, the bank space resource is not occupied, and meanwhile, the sealing baffle plate is positioned above the water surface, so that the water in the river channel can be directly sucked for irrigation, the sealing baffle plate is very convenient, and manual irrigation is not needed;
and fourthly, because the sealing baffle plate can float upwards after the water level of the river channel rises, when the sealing baffle plate is buckled in the gap cavity, the plants can deviate from one surface of the river channel and cannot be contacted with water, and even if the river water swells and overflows the sealing baffle plate, the plants only can flow over the plants, the plants cannot be immersed for a long time, and the survival probability of the plants is increased.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that are not thought of through the inventive work should be included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope defined by the claims.
Claims (8)
1. A dike dam, comprising: including building by laying bricks or stones the dykes and dams in river bank both sides, be provided with the more than one extension on dykes and dams side by side, all form a clearance cavity between the adjacent extension, dykes and dams have seted up the more than one rotation chamber side by side towards the river course one side, it all articulates a sealing baffle to rotate the intracavity, every clearance cavity corresponds a sealing baffle, sealing baffle deviates from the river course one side and sets up a bellying, and set up one towards the inside extension of sealing baffle along the bellying and plant the chamber, crops are planted and are planting the intracavity, sealing baffle's inside embedding is provided with buoyancy spare, after sealing baffle upwards overturns along the pin joint, the bellying on the sealing baffle is detained in clearance intracavity and sealed.
2. A dike according to claim 1, wherein: the sealing baffle is formed by pouring concrete reinforced material, a hollow-out cavity is formed inside the sealing baffle and used for filling the buoyancy piece, and the buoyancy of the buoyancy piece is larger than the weight of the sealing baffle.
3. A dike according to claim 1, wherein: the width of sealing baffle is greater than the width of clearance chamber, and sealing baffle has two and extends the limit, extends the edge and bonds the first silica gel layer of one deck, and the relative sealing baffle of extension one side bonds the second silica gel layer, and sealing baffle and extension contact back, through extending the limit and sealing baffle contact seal.
4. A dike according to claim 1, wherein: the bottom surface of the rotating cavity is provided with a supporting limiting block, and the sealing baffle is parallel to the horizontal plane through the supporting limiting block.
5. A dike according to claim 1, wherein: the planting device is characterized in that more than one hollow pipe is embedded into the sealing baffle, a water absorbing strip is filled in the hollow pipe, the water absorbing strip extends into the planting cavity partially, the water absorbing strip penetrates through the sealing baffle and extends into a river channel to be contacted with river water, the river water is absorbed into soil in the planting cavity, and the water absorbing strip is made of water absorbing sponge materials.
6. A dike according to claim 1, wherein: an included angle smaller than 90 degrees is formed between the extending part and the horizontal plane.
7. A dike according to claim 1, wherein: one end of the sealing baffle is provided with a rotating shaft, and the sealing baffle is rotatably arranged in a rotating shaft hole formed in the inner wall of the rotating cavity through the rotating shaft.
8. A dike according to claim 1, wherein: the extension parts are all made of steel plates, and the steel plates are inserted into the interior of the dam and combined with the dam into a whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011096716.8A CN112176949A (en) | 2020-10-14 | 2020-10-14 | Dam and dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011096716.8A CN112176949A (en) | 2020-10-14 | 2020-10-14 | Dam and dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112176949A true CN112176949A (en) | 2021-01-05 |
Family
ID=73949993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011096716.8A Pending CN112176949A (en) | 2020-10-14 | 2020-10-14 | Dam and dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112176949A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541327A (en) * | 2022-03-02 | 2022-05-27 | 刘晓青 | Ecological revetment with soil retaining and water stopping effects of high strength |
| CN114855700A (en) * | 2022-04-15 | 2022-08-05 | 安徽欣禹水电建筑安装有限责任公司 | A ecological integrated protection slope structure for hydraulic engineering |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES267305U (en) * | 1980-06-02 | 1983-03-16 | Knudsen Poul Nybo | A revetment for protecting the inclined surfaces of beaches,shores,rivers or channels,and of structures such as moles,dikes or channel walls,located in these places,against erosion by waves and flowing water |
| JP2013040545A (en) * | 2011-07-21 | 2013-02-28 | Hitachi Zosen Corp | Flap type breakwater |
| CN106677123A (en) * | 2017-02-22 | 2017-05-17 | 白景魁 | Turning plate type full-automatic river levee for preventing flood by flood |
| US20170350082A1 (en) * | 2016-06-06 | 2017-12-07 | Eigai Hamada | Movable tsunami buffer dam |
| CN207419373U (en) * | 2017-11-08 | 2018-05-29 | 洪宇 | A kind of convertible Flood Control ＆ Water Conservancy device |
| CN108589652A (en) * | 2018-05-10 | 2018-09-28 | 陈颖婷 | The movable bank protection of hydraulic engineering |
-
2020
- 2020-10-14 CN CN202011096716.8A patent/CN112176949A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES267305U (en) * | 1980-06-02 | 1983-03-16 | Knudsen Poul Nybo | A revetment for protecting the inclined surfaces of beaches,shores,rivers or channels,and of structures such as moles,dikes or channel walls,located in these places,against erosion by waves and flowing water |
| JP2013040545A (en) * | 2011-07-21 | 2013-02-28 | Hitachi Zosen Corp | Flap type breakwater |
| US20170350082A1 (en) * | 2016-06-06 | 2017-12-07 | Eigai Hamada | Movable tsunami buffer dam |
| CN106677123A (en) * | 2017-02-22 | 2017-05-17 | 白景魁 | Turning plate type full-automatic river levee for preventing flood by flood |
| CN207419373U (en) * | 2017-11-08 | 2018-05-29 | 洪宇 | A kind of convertible Flood Control ＆ Water Conservancy device |
| CN108589652A (en) * | 2018-05-10 | 2018-09-28 | 陈颖婷 | The movable bank protection of hydraulic engineering |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541327A (en) * | 2022-03-02 | 2022-05-27 | 刘晓青 | Ecological revetment with soil retaining and water stopping effects of high strength |
| CN114541327B (en) * | 2022-03-02 | 2023-12-29 | 刘晓青 | Ecological bank protection with high-strength soil-retaining and water-stopping effects |
| CN114855700A (en) * | 2022-04-15 | 2022-08-05 | 安徽欣禹水电建筑安装有限责任公司 | A ecological integrated protection slope structure for hydraulic engineering |
| CN114855700B (en) * | 2022-04-15 | 2024-02-02 | 安徽欣禹水电建筑安装有限责任公司 | Ecological integrated protection slope structure for hydraulic engineering |
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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: 20210105 |
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| RJ01 | Rejection of invention patent application after publication |