CN106012967A - Automatic sea blocking dyke blocking tides with tides - Google Patents
Automatic sea blocking dyke blocking tides with tides Download PDFInfo
- Publication number
- CN106012967A CN106012967A CN201610573071.XA CN201610573071A CN106012967A CN 106012967 A CN106012967 A CN 106012967A CN 201610573071 A CN201610573071 A CN 201610573071A CN 106012967 A CN106012967 A CN 106012967A
- Authority
- CN
- China
- Prior art keywords
- sea
- dyke
- tide
- blocking
- wall plate
- 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.)
- Pending
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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
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
-
- 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)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to an automatic sea blocking dyke blocking tides with tides, and belongs to the technical field of building of movable sea blocking dykes. The automatic sea blocking dyke achieves the purpose that impact force, pressure and buoyancy force of flood tide water are used for automatically assembling dyke wallboards into a sea blocking dyke body. In order to achieve the purpose, the automatic sea blocking dyke is formed in the manner that a dyke base with limiting pillars and spoil disposal grooves is arranged on the coast, and the multiple dyke wallboards which are provided with floating barrels in a fixedly-connected manner and connected through flexible structures are connected through hinges. During ebb tides of sea water, the dyke wallboards serve as roads; during flood tides of sea water, the sea level rises, the sea blocking dyke body which is not prone to occurring water seepage and water leakage can be automatically assembled according to rise and fall of floodwater; and in short, the dyke becomes high during the flood tides, and the dyke is hidden during the ebb tidies.
Description
(1) technical field
The present invention relates to a kind of with tide block tide automatically block sea wall, sea wall building technology field is blocked in genus activity.
(2) background technology
The tidal phenomena in sea goes up on sea level at the incoming tide, and sea water invades the large-area seabeach of leaching, in order to utilize these seas
Beach and the sea wall that blocks built is coastal water retaining structure, multiplex soil stone etc. builds up, and gigantic project, the remaining property rate of exchange at present are the highest
Hydraulic engineering form.Occur that some block the auxiliary facility of sea wall mouth, such as monoblock type hinge movable dam, gate type hydraulic in recent years
Gate, the technology of board turnover movable dam, though these prior aries present the mechanization trend of dyke, but it is many to still suffer from occupation of land, dam
Body is above ground level, and engineering is the greatest, needs to configure big hydraulic pressure facility, and power consumption is big, the drawbacks such as construction cost is high.These dikes
Dam also takes up a large amount of soil, need to use the substantial amounts of cubic metre of earth and stone, with being unfavorable for farmland and the protection of environment, affect city and surrounding ring
The water-gas circulation balance in border, affects the places of cultural interest, weakens the comprehensive function in city.
(3) summary of the invention
The present invention relates to a kind of automatically block sea wall with what tide blocked tide, to be solved technical problem is that, utilize high tide
Impulsive force, pressure and buoyancy, embankment wall plate is assembled into levee body automatically.For solving these technical problems, the present invention uses as follows
Technical scheme:
Of the present invention automatically block sea wall with what tide blocked tide, be the dike being provided with spacing pier and mud drainage slot by the sea
Base, connects polylith by articulate and is fixedly connected with the embankment wall plate of floating drum, and embankment wall plate can turn on levee foundation in the range of 90 °
Dynamic, connect with flexible structure between polylith embankment wall plate, the junction outside hinge, between polylith embankment wall plate is provided with waterproof
Organic flexible material and constitute.
Floating drum of the present invention is fixedly connected on the side by sea, the upper end of embankment wall plate, and floating drum is produced in the seawater
Buoyancy, is fixed more than half of weight of the embankment wall plate connected more than floating drum.
Between hinge of the present invention, polylith embankment wall plate, junction is provided with waterproof organic flexible material is that rubber is multiple
Component；The flexible structure passed through between described polylith embankment wall plate is connected as joinery and its construction and connects, and leaves bigger between Tenon
Space, makes to be in certain connection loosened between adjacent two block embankment wall plate；Described embankment wall plate upper end is additionally provided with safety
Hurdle canopy.
See against existing technologies and the invention has the beneficial effects as follows:
The present invention relates to a kind of with tide block tide automatically block sea wall, in ocean, polylith embankment wall plate is the peace for city at ebb tide
Full footpath or non-maneuver bus or train route, in sea, polylith embankment wall plate digs into the movable river levee blocking tide, tidal bulge automatically at the incoming tide
Dike is high, and ebb dike is hidden, Cheng Lucheng dike, by tide fluctuation every day self-fulfillment, is that tide dike engineering is blocked in the environmental protection do not consumed energy；
The present invention automatically to block the limited sedimentation that levee foundation produces by sea wall insensitive with deformation, have certain antiseismic energy
Power, is difficult to infiltration and leaks, and the present invention automatically to block sea wall structure simple, build construction cost low, safeguard easy low cost；
After the ebb of sea the embankment wall plate that falls can the mud on venting levee foundation automatically, make embankment wall plate marshalling smooth.
(4) accompanying drawing explanation
Fig. 1 is a kind of structure schematic front view automatically blocking sea wall blocking tide with tide
Fig. 2 is a kind of structure schematic top plan view automatically blocking sea wall blocking tide with tide
(5) detailed description of the invention
Below in conjunction with accompanying drawing to the present invention a kind of with tide block tide the principle automatically blocking sea wall and feature be described, lifted
Example is served only for explaining the present invention, is not intended to limit the scope of the present invention.
In Fig. 1 Yu Fig. 2, of the present invention with tide block tide automatically block sea wall, be provided with by the sea reinforcing bar mix
The spacing pier (4) that solidifying soil is made and the levee foundation (1) of mud drainage slot (9), be flexibly connected polylith by hinge (5) and be fixedly connected with floating drum
(3) embankment wall plate (2), embankment wall plate (2) can rotate, with soft between polylith embankment wall plate (2) on levee foundation (1) in the range of 90 °
Property structure connect, the junction in hinge (5) outside, between polylith embankment wall plate (2) is provided with waterproof organic flexible material (6)
And constitute.
Floating drum of the present invention (3) is fixedly connected on the upper end of embankment wall plate (2) and leans on side, river course, and floating drum (3) is at sea water
In produced buoyancy, fixed more than half of weight of the embankment wall plate (2) of connection more than floating drum (3).
Between hinge of the present invention (5), polylith embankment wall plate (2), junction is provided with waterproof organic flexible material
(6) it is rubber composite；The flexible structure passed through between described polylith embankment wall plate (2) is connected as joinery and its construction (7) and connects, tenon
Leave bigger space between the fourth of the twelve Earthly Branches, make between adjacent two block embankment wall plate (2), to be in certain connection loosened；Described embankment wall
Plate (2) upper end is additionally provided with safety guard canopy (8).
The present invention a kind of with tide block tide the sea wall that automatically blocks build by the sea, be typically chosen under waterline on the ebb and build
Make levee foundation, refer again to the height of the waterline design embankment wall plate of flood tide and automatically block other parameters of sea wall, may be with minimum one-tenth
The sea wall that blocks of this construction plays maximum moisture effect.Tidewater fluctuation every day, automatically block sea wall as a giant dragon seethed automatic
Protect seashore not by flood or infringement, and this also will become a most artificial natural landscape.
The foregoing is only a kind of preferred embodiments automatically blocking sea wall blocking tide with tide of the present invention, not in order to limit this
Bright, all within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention
Protection domain within.
Claims (3)
1. automatically block a sea wall with what tide blocked tide, it is characterized in that, described automatically block sea wall with what tide blocked tide, be by the sea
It is provided with the levee foundation of spacing pier and mud drainage slot, connects polylith by articulate and be fixedly connected with the embankment wall plate of floating drum, embankment wall plate
Can rotate in the range of 90 ° on levee foundation, connect with flexible structure between polylith embankment wall plate, outside hinge, polylith embankment wall
Junction between plate is provided with waterproof organic flexible material and constitutes.
The most according to claim 1 a kind of automatically blocking sea wall with what tide blocked tide, it is characterized in that, described floating drum is fixing to be connected
In the upper end of embankment wall plate by the side in sea, floating drum produced buoyancy in the seawater, the embankment wall plate connected is fixed more than floating drum
More than half of weight.
The most according to claim 1 a kind of automatically block sea wall with what tide blocked tide, it is characterized in that, described hinge, polylith dike
Between wallboard, junction is provided with waterproof organic flexible material is rubber composite；Pass through between described polylith embankment wall plate
Flexible structure is connected as joinery and its construction and connects, and leaves bigger space, make to be between adjacent two block embankment wall plate between Tenon
There is certain connection loosened；Described embankment wall plate upper end is additionally provided with safe barrier.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610573071.XA CN106012967A (en) | 2016-07-17 | 2016-07-17 | Automatic sea blocking dyke blocking tides with tides |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610573071.XA CN106012967A (en) | 2016-07-17 | 2016-07-17 | Automatic sea blocking dyke blocking tides with tides |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106012967A true CN106012967A (en) | 2016-10-12 |
Family
ID=57116737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610573071.XA Pending CN106012967A (en) | 2016-07-17 | 2016-07-17 | Automatic sea blocking dyke blocking tides with tides |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106012967A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638467A (en) * | 2017-02-04 | 2017-05-10 | 白景魁 | Rapid-assembly type river embankment with embankment and road being compatible |
| CN110067232A (en) * | 2019-05-28 | 2019-07-30 | 浙江水利水电学院 | A kind of sediment trapping dike based on links |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1408958A (en) * | 2002-08-15 | 2003-04-09 | 张谦 | Flexible dam with aid of buoyancy and its construction method |
| JP2003253912A (en) * | 2002-03-01 | 2003-09-10 | Kumagai Gumi Co Ltd | Water-level follow-up type rise-fall gate device |
| CN104120907A (en) * | 2014-08-13 | 2014-10-29 | 南京军理智能科技股份有限公司 | Automatic water stop device |
| CN204151757U (en) * | 2014-08-25 | 2015-02-11 | 长江勘测规划设计研究有限责任公司 | Buoyancy automatic controlling gate |
| CN205894017U (en) * | 2016-07-17 | 2017-01-18 | 白景魁 | Block automation of tide with tide and block sea wall |
-
2016
- 2016-07-17 CN CN201610573071.XA patent/CN106012967A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253912A (en) * | 2002-03-01 | 2003-09-10 | Kumagai Gumi Co Ltd | Water-level follow-up type rise-fall gate device |
| CN1408958A (en) * | 2002-08-15 | 2003-04-09 | 张谦 | Flexible dam with aid of buoyancy and its construction method |
| CN104120907A (en) * | 2014-08-13 | 2014-10-29 | 南京军理智能科技股份有限公司 | Automatic water stop device |
| CN204151757U (en) * | 2014-08-25 | 2015-02-11 | 长江勘测规划设计研究有限责任公司 | Buoyancy automatic controlling gate |
| CN205894017U (en) * | 2016-07-17 | 2017-01-18 | 白景魁 | Block automation of tide with tide and block sea wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638467A (en) * | 2017-02-04 | 2017-05-10 | 白景魁 | Rapid-assembly type river embankment with embankment and road being compatible |
| CN110067232A (en) * | 2019-05-28 | 2019-07-30 | 浙江水利水电学院 | A kind of sediment trapping dike based on links |
| CN110067232B (en) * | 2019-05-28 | 2020-10-09 | 浙江水利水电学院 | Sediment trapping dike based on coast sandy beach |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |