CN108385610A - A kind of Anti-Typhoon dykes and dams of seashore and its building method - Google Patents
A kind of Anti-Typhoon dykes and dams of seashore and its building method Download PDFInfo
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- CN108385610A CN108385610A CN201810073264.8A CN201810073264A CN108385610A CN 108385610 A CN108385610 A CN 108385610A CN 201810073264 A CN201810073264 A CN 201810073264A CN 108385610 A CN108385610 A CN 108385610A
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- meters
- seashore
- dams
- dykes
- typhoon
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Classifications
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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
- E02B3/04—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
-
- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Abstract
The invention discloses a kind of Anti-Typhoon dykes and dams of seashore and its building methods, including following construction procedure：A, excavation of foundation pit；B, Foundation treatment；C, foundation pit makes column；D, bar-mat reinforcement casting concrete is built；E, pouring for unrestrained body is kept off；F, pouring for wave circle pier is kept off；G, the protective layer of the unrestrained body of gear is poured；H, the construction of windbreak；I, the installation of wind-driven generator.The present invention provides a kind of Anti-Typhoon dykes and dams of seashore and its building methods, using the Anti-Typhoon dykes and dams of the seashore of reinforced concrete structure, and strengthen the anti-sea beat ability in surface, windbreak and wind-driven generator are added again, overall construction design is ingenious rationally, convenient for the maintenance in later stage, it can effectively improve the anti-sea beat ability of seashore dykes and dams by the construction method, it effectively prevent caving in for seashore dykes and dams, extend the service life of seashore dykes and dams, effectively convert wind energy into electric energy, the power of typhoon day typhoon is reduced to a certain extent, realize the anti-typhoon capacity of seashore dykes and dams.
Description
Technical field
The present invention relates to a kind of Anti-Typhoon dykes and dams of seashore and its building methods.
Background technology
Seashore dykes and dams refer to the dike for the damp wave resistance of gear coastwise built.Seashore dykes and dams are the important waterworks of project to enclose sea areas
Object.Seashore dykes and dams are as wave resistance building, in addition to bearing wave action, while also to keep off tide.Seashore dykes and dams do not allow generally to get over
Wave, crest elevation of levee are more demanding.
The Anti-Typhoon dykes and dams of seashore are then that Anti-Typhoon work(is added on the basis of considering seashore dykes and dams gear tide wave-resisting function
Can, the novel seashore dykes and dams that the damp wave-resisting function of gear and Anti-Typhoon function are combined together have certain environmental protection ability, and
And the intensity deficiency of existing dykes and dams is improved.
Invention content
Present invention aims at a kind of Anti-Typhoon dykes and dams of seashore and its block are provided for deficiency of the prior art
The technical solution of building method changes the design of existing seashore dykes and dams, using the Anti-Typhoon dykes and dams of the seashore of reinforced concrete structure, and
The anti-sea beat ability in surface is strengthened, and adds windbreak and wind-driven generator, overall construction design is ingenious rationally, is convenient for
The maintenance in later stage can effectively improve the anti-sea beat ability of seashore dykes and dams by the construction method, effectively prevent seashore dike
Dam caves in, and extends the service life of seashore dykes and dams, effectively converts wind energy into electric energy, reduce typhoon day to a certain extent
The power of typhoon realizes the anti-typhoon capacity of seashore dykes and dams.
A kind of Anti-Typhoon dykes and dams of seashore and its building method, which is characterized in that include the following steps：
A, excavation of foundation pit
Exploration scene carries out foundation excavation to construction seashore, digs 10 to 20 meters of depths downwards, then use hook machine to seashore of constructing
It carries out smooth, then measures unwrapping wire；
B, Foundation treatment
The rubble of one layer of 50cm thickness, the mixture of lime and flyash are laid in construction foundation pit, then with hook machine to this
Metalling be compacted smooth, then with flyash hydration reaction occurs for the lime allowed between rubble,；
C, foundation pit makes column
3 meters of depths a diameter of 3 meters of holes is dug on foundation pit, be used in combination concrete reinforcement 10 meters to 20 meters height outside drilling and hole
It is interior to pour cylinder vertically with concrete, a cylinder is built in this way every 15 meters；
D, bar-mat reinforcement casting concrete is built
Vertical 10 meters to the 20 meters high reinforcing bars in foundation pit, reinforcing bar is built into it is latticed, then with concreting dam body,
Reach 10 meters to 20 meters；
E, pouring for unrestrained body is kept off
The gear wave body of dam body is poured with rock-fill concrete；
F, pouring for wave circle pier is kept off
On the inclined-plane of the unrestrained body of gear, columned bar-mat reinforcement is built with reinforcing bar, then with concreting at it is intermediate be hollow
The cylinder of structure；
G, the protective layer of the unrestrained body of gear is poured
With polyurethane and loose broken granite with 3:100 ratio is mixed, and then pours 1 meter of thickness on the unrestrained body of gear
Protective layer；
H, the construction of windbreak
20 meters of high reinforcing bars are holded up above dam body, reinforcing bar are built into latticed, then are molded, are poured with concreting
Cast the windbreak of rectangular-shape；
I, the installation of wind-driven generator
On windbreak, front and back four air draft power generators are installed.
Further, in step f, a diameter of 1 meter of each gear wave circle pier, be highly 4 meters, in the horizontal direction every
0.5 meter pours in this way, in vertical direction, corresponding to pour gear wave circle pier every two meters, so pours four rows, then
Between two rows of, a center line is taken, center line is drawn in the gap vertical direction that previous row's each two is kept off between wave circle pier, obtains
The point of intersection is the center of circle, and gear wave circle pier is poured with armored concrete with this center of circle.
Further, in step i, the first length of blade of first row wind-driven generator and third air draft power generator is 10
Rice, the first tower height are 10 meters, and the second length of blade of second row wind-driven generator and the 4th air draft power generator is 30 meters,
Second tower height is 30 meters, is 5 meters per the spacing between two rows wind-driven generator.
The present invention is by adopting the above-described technical solution, have the advantages that：
The smart structural design of the Anti-Typhoon dykes and dams of seashore of the present invention is reasonable, the dam of coastal area is made it is sturdy and durable,
With the dam body of reinforced concrete structure so that dam body is firm, and has the cylinder goed deep into pit foundation inside dam body, ensure that
The stabilization of structure pours protective layer on the unrestrained body of gear so that the unrestrained body of gear has preferably anti-unrestrained ability, is provided on the unrestrained body of gear
Hollow gear wave justifies pier, and wave is disperseed to drain, and hollow gear wave is justified pier and can be saved by sea beat to when keeping off on wave circle pier
The about dosage of concrete, it is cost-effective, windbreak is provided on dam body, typhoon when can cut down typhoon to a certain extent
Power, the resource of the wind of coastal area is abundant, and wind-driven generator is provided with above windbreak, and a part for wind is moved
It can be converted into electric energy, it is interim over typhoon day, the power of the typhoon of a part can be also cut down, the Anti-Typhoon of dam has been truly realized
Ability.
The present invention changes the design of existing seashore dykes and dams, using the Anti-Typhoon dykes and dams of the seashore of reinforced concrete structure, and adds
The strong anti-sea beat ability in surface, and windbreak and wind-driven generator are added, overall construction design is ingenious rationally, after being convenient for
The maintenance of phase can effectively improve the anti-sea beat ability of seashore dykes and dams by the construction method, effectively prevent seashore dykes and dams
Cave in, extend seashore dykes and dams service life, effectively convert wind energy into electric energy, reduce typhoon balcony to a certain extent
The power of wind realizes the anti-typhoon capacity of seashore dykes and dams.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is Anti-Typhoon dam configuration schematic diagram in the present invention；
Fig. 2 is pit foundation schematic diagram in the present invention；
Fig. 3 is the structural schematic diagram of pit foundation middle column body in the present invention；
In figure：1- construction seashores；2- foundation pits；3- cylinders；4- gear wave circle piers；5- dam bodys；The unrestrained body of 6- gears；7- windbreaks；8-
Protective layer；The second blades of 9-；The first blades of 10-；The second pylons of 11-；The first pylons of 12-.
Specific implementation mode
As shown in Figure 1 to Figure 3, it is a kind of Anti-Typhoon dykes and dams of seashore of the present invention and its building method, includes the following steps：
A, excavation of foundation pit
Exploration scene carries out foundation excavation to construction seashore 1, digs 10 to 20 meters of depths downwards, then uses hook machine to construction sea
Bank 1 carries out smooth, then measures unwrapping wire；
B, Foundation treatment
The rubble of one layer of 50cm thickness, the mixture of lime and flyash are laid in construction foundation pit 2, then with hook machine to this
Metalling be compacted smooth, then with flyash hydration reaction occurs for the lime allowed between rubble；
C, foundation pit makes column
3 meters of depths a diameter of 3 meters of holes is dug on foundation pit 2, be used in combination concrete reinforcement 10 meters to 20 meters outside drilling and hole
Cylinder 3 is poured vertically with concrete in height, and a cylinder 3 is built in this way every 15 meters；
D, bar-mat reinforcement casting concrete is built
Vertical 10 meters to the 20 meters high reinforcing bars in foundation pit 2, reinforcing bar is built into it is latticed, then with concreting dam body
5, reach 10 meters to 20 meters；
E, pouring for unrestrained body is kept off
The gear wave body 6 of dam body 5 is poured with rock-fill concrete；
F, pouring for wave circle pier is kept off
On the inclined-plane of the unrestrained body of gear 6, columned bar-mat reinforcement is built with reinforcing bar, then with concreting at it is intermediate be hollow
The gear wave of structure justifies pier 4；
G, the protective layer of the unrestrained body of gear is poured
With polyurethane and loose broken granite with 3:100 ratio is mixed, and then pours 1 meter of thickness on gear wave body 6
The protective layer 8 of degree；
H, the construction of windbreak
20 meters of high reinforcing bars are holded up in the top of dam body 5, reinforcing bar are built into latticed, then are molded with concreting,
It is cast into the windbreak 7 of rectangular-shape；
I, the installation of wind-driven generator
On windbreak, front and back four air draft power generators are installed.
Further, in step f, a diameter of 1 meter of each gear wave circle pier 4, be highly 4 meters, in the horizontal direction every
0.5 meter pours in this way, in vertical direction, corresponding to pour gear wave circle pier 4 every two meters, so pours four rows, then
Between two rows of, a center line is taken, center line is drawn in the gap vertical direction that previous row's each two is kept off between wave circle pier 4, takes
The point that must intersect is the center of circle, and gear wave circle pier 4 is poured with armored concrete with this center of circle.
Further, in step i, 10 length of the first blade of first row wind-driven generator and third air draft power generator is
10 meters, 12 height of the first pylon is 10 meters, and 9 length of the second blade of second row wind-driven generator and the 4th air draft power generator is
30 meters, 11 height of the second pylon is 30 meters, is 5 meters per the spacing between two rows wind-driven generator.
The smart structural design of the Anti-Typhoon dykes and dams of seashore of the present invention is reasonable, the dam of coastal area is made it is sturdy and durable,
With the dam body of reinforced concrete structure so that dam body is firm, and has the cylinder goed deep into pit foundation inside dam body, ensure that
The stabilization of structure pours protective layer on the unrestrained body of gear so that the unrestrained body of gear has preferably anti-unrestrained ability, is provided on the unrestrained body of gear
Hollow gear wave justifies pier, and wave is disperseed to drain, and hollow gear wave is justified pier and can be saved by sea beat to when keeping off on wave circle pier
The about dosage of concrete, it is cost-effective, windbreak is provided on dam body, typhoon when can cut down typhoon to a certain extent
Power, the resource of the wind of coastal area is abundant, and wind-driven generator is provided with above windbreak, and a part for wind is moved
It can be converted into electric energy, it is interim over typhoon day, the power of the typhoon of a part can be also cut down, the Anti-Typhoon of dam has been truly realized
Ability.
The present invention changes the design of existing seashore dykes and dams, using the Anti-Typhoon dykes and dams of the seashore of reinforced concrete structure, and adds
The strong anti-sea beat ability in surface, and windbreak and wind-driven generator are added, overall construction design is ingenious rationally, after being convenient for
The maintenance of phase can effectively improve the anti-sea beat ability of seashore dykes and dams by the construction method, effectively prevent seashore dykes and dams
Cave in, extend seashore dykes and dams service life, effectively convert wind energy into electric energy, reduce typhoon balcony to a certain extent
The power of wind realizes the anti-typhoon capacity of seashore dykes and dams.
It these are only specific embodiments of the present invention, but the technical characteristic of the present invention is not limited thereto.It is any with this hair
Based on bright, for the technique effect for realizing essentially identical, made ground simple change, equivalent replacement or modification etc. are all covered
Among protection scope of the present invention.
Claims (3)
1. a kind of Anti-Typhoon dykes and dams of seashore and its building method, which is characterized in that include the following steps：
A, excavation of foundation pit
Exploration scene carries out foundation excavation to construction seashore, digs 10 to 20 meters of depths downwards, is then carried out to construction seashore with hook machine
It is smooth, then measure unwrapping wire；
B, Foundation treatment
The rubble of one layer of 50cm thickness, the mixture of lime and flyash are laid in construction foundation pit, then with hook machine to the rubble
Layer be compacted smooth, then with flyash hydration reaction occurs for the lime allowed between rubble,；
C, foundation pit makes column
3 meters of depths a diameter of 3 meters of holes is dug on foundation pit, be used in combination concrete reinforcement outside drilling and hole 10 meters to 20 meter Gao Nei use
Concrete pours cylinder vertically, and a cylinder is built in this way every 15 meters；
D, bar-mat reinforcement casting concrete is built
Vertical 10 meters to the 20 meters high reinforcing bars in foundation pit, reinforcing bar are built into latticed, then with concreting dam body, are reached
10 meters to 20 meters；
E, pouring for unrestrained body is kept off
The gear wave body of dam body is poured with rock-fill concrete；
F, pouring for wave circle pier is kept off
On the inclined-plane of the unrestrained body of gear, columned bar-mat reinforcement is built with reinforcing bar, then with concreting at centre is hollow-core construction
Gear wave justify pier；
G, the protective layer of the unrestrained body of gear is poured
With polyurethane and loose broken granite with 3:100 ratio is mixed, and the anti-of 1 meter of thickness is then poured on the unrestrained body of gear
Sheath；
H, the construction of windbreak
20 meters of high reinforcing bars are holded up above dam body, reinforcing bar are built into latticed, then are molded, are cast into concreting
The windbreak of rectangular-shape；
I, the installation of wind-driven generator
On windbreak, front and back four air draft power generators are installed.
2. the Anti-Typhoon dykes and dams of seashore according to claim 1 and its building method, it is characterised in that：In the step f,
A diameter of 1 meter of each gear wave circle pier, is highly 4 meters, is poured in this way every 0.5 meter in the horizontal direction, vertical
It is corresponding to pour gear wave circle pier every two meters on direction, four rows are so poured, then between every two rows, a center line is taken, preceding
Center line is drawn in gap vertical direction between one row's each two gear wave circle pier, the point for obtaining intersection is the center of circle, is used with this center of circle
Armored concrete pours gear wave circle pier.
3. the Anti-Typhoon dykes and dams of seashore according to claim 1 and its building method, it is characterised in that：In the step i,
First length of blade of first row wind-driven generator and third air draft power generator is 10 meters, and the first tower height is 10 meters, the
Second length of blade of two air draft power generators and the 4th air draft power generator be 30 meters, the second tower height be 30 meters, every two
Spacing between air draft power generator is 5 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810073264.8A CN108385610A (en) | 2018-01-25 | 2018-01-25 | A kind of Anti-Typhoon dykes and dams of seashore and its building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810073264.8A CN108385610A (en) | 2018-01-25 | 2018-01-25 | A kind of Anti-Typhoon dykes and dams of seashore and its building method |
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| Publication Number | Publication Date |
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| CN108385610A true CN108385610A (en) | 2018-08-10 |
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| CN201810073264.8A Pending CN108385610A (en) | 2018-01-25 | 2018-01-25 | A kind of Anti-Typhoon dykes and dams of seashore and its building method |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1961150A (en) * | 2003-11-19 | 2007-05-09 | 风力节能有限公司 | Renewable energy resources |
| CN101198666A (en) * | 2005-06-14 | 2008-06-11 | 巴斯福股份公司 | Process for the production of a composite of stones and a plastic |
| WO2015054734A1 (en) * | 2013-10-16 | 2015-04-23 | Oceanlinx Ltd. | Coastal protection and wave energy generation system |
| CN205857126U (en) * | 2016-08-13 | 2017-01-04 | 海琴 | Novel water conservancy dam configuration |
| CN106978796A (en) * | 2016-01-18 | 2017-07-25 | 李星明 | A kind of method of quick firm dam |
-
2018
- 2018-01-25 CN CN201810073264.8A patent/CN108385610A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1961150A (en) * | 2003-11-19 | 2007-05-09 | 风力节能有限公司 | Renewable energy resources |
| CN101198666A (en) * | 2005-06-14 | 2008-06-11 | 巴斯福股份公司 | Process for the production of a composite of stones and a plastic |
| WO2015054734A1 (en) * | 2013-10-16 | 2015-04-23 | Oceanlinx Ltd. | Coastal protection and wave energy generation system |
| CN106978796A (en) * | 2016-01-18 | 2017-07-25 | 李星明 | A kind of method of quick firm dam |
| CN205857126U (en) * | 2016-08-13 | 2017-01-04 | 海琴 | Novel water conservancy dam configuration |
Non-Patent Citations (3)
| Title |
|---|
| 左其华: "《中国海岸工程进展》", 30 April 2014, 海洋出版社 * |
| 陈虹: "《工程建设监理实用全书 上》", 31 May 1999, 中国建材工业出版社 * |
| 隋良志等: "《建筑与装饰材料》", 30 September 2008, 天津大学出版社 * |
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Application publication date: 20180810 |