CN208293520U - It is a kind of for protect coastal region critical facility or area embankment - Google Patents
It is a kind of for protect coastal region critical facility or area embankment Download PDFInfo
- Publication number
- CN208293520U CN208293520U CN201820897939.6U CN201820897939U CN208293520U CN 208293520 U CN208293520 U CN 208293520U CN 201820897939 U CN201820897939 U CN 201820897939U CN 208293520 U CN208293520 U CN 208293520U
- Authority
- CN
- China
- Prior art keywords
- embankment
- column
- baffle
- area
- convex
- 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.)
- Active
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 36
- 230000000712 assembly Effects 0.000 claims abstract description 27
- 238000000429 assembly Methods 0.000 claims abstract description 27
- 241001589086 Bellapiscis medius Species 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005299 abrasion Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 230000002265 prevention Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 10
- 238000000034 method Methods 0.000 description 9
- 238000005286 illumination Methods 0.000 description 6
- 230000002209 hydrophobic effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000001771 impaired effect Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000010485 coping Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000007654 immersion Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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 utility model discloses a kind of for protecting the embankment of coastal region critical facility or area, is related to the field of coastal region natural calamity prevention and treatment.Embankment includes pedestal, columns assemblies, baffle and power device, several legholes are provided on pedestal, columns assemblies are installed on the leghole of correspondingly-shaped, tapered stud, multiple convex columns and muti-piece are lifted on the baffle between the protruding portion of convex column described in every two and extend respectively to two sides, the columns assemblies of inverted V type are formed, the end of the columns assemblies of inverted V type is arranged in terminal column.The project amount that the utility model can solve conventional safety dike is big, the problems such as high typhoon of intensity and water level high tsunami cannot be stopped, the direction of travel of stormy waves can be changed, and gradually reduce the height of wave or the intensity of wind from upper layer to lower layer, coastal region critical facility or area are protected.The stability of embankment is strong, and pedestal can be reduced damage of the earthquake to embankment.
Description
Technical field
The utility model relates to the fields of coastal region natural calamity prevention and treatment, and in particular to one kind is for protecting coastal region
Critical facility or the embankment in area.
Background technique
Embankment is the important job facilities for protecting coastal region critical facility or region, and embankment can be reduced coastal
Region loss for generating due to typhoon, tsunami etc. are invaded, conventional safety dike is usually to be built with soil clitter, project amount when construction
Greatly, it is highly restricted, spends human and material resources more, and have negative effect to shipping, illumination, landscape and air circulation etc., it is existing
The height of some embankments cannot stop the high typhoon of intensity and the high tsunami of water level.To solve the above problems, the present inventor is logical
It crosses patent agency and has applied for patent of invention application No. is 201711459664.4.The embankment that the invention patent provides
Using multistage Foldable-type baffle, it can be unfolded in time when encountering the disasters such as typhoon, tsunami, not needing to pile up native stone can be realized to wind
The drainage of wave stops stormy waves using classification obstruction method and two sides drainage, weakens the intensity of wind and the height of wave step by step, can be to wind
Wave is effectively stopped.But there are some defects and deficiencies for the embankment that the invention patent provides, and such as lack terminal column, meet with
When unrestrained to the wind, baffle has the risk of dislocation；A block baffle is not lifted between every two protruding portion, baffle is excessively long, increases
The difficulty of manufacture；Any one of the top of not each column is all provided with independent wire twister and drawstring, therefore, embankment
Column, wire twister, drawstring or the baffle for being provided with wire twister and drawstring are impaired or out of control, then will lead to entire embankment cannot be just
Often work；The upper end of column is not provided with the groove for reducing drawstring abrasion；And construction is inconvenient, stability is insufficient, cannot subtract
Few damage etc. of the earthquake to embankment.
Therefore, to solve deficiency present in the patent of invention application No. is 201711459664.4, the utility model is mentioned
What is supplied is a kind of for protecting the embankment of coastal region critical facility or area, has terminal column, when meeting with stormy waves, can reduce
The probability of baffle dislocation；A block baffle is lifted between every two protruding portion, baffle segments, therefore, each baffle most greatly enhance
It spends adjustable, reduces the difficulty of manufacture；The top of tapered stud, terminal column and each convex column is all provided with independent twisted wire
Device and drawstring, wire twister are connected to the upper surface of the folded sheet of baffle the top by drawstring, therefore, even if any the one of embankment
A column, wire twister, drawstring or baffle are impaired or out of control, and the rest part of embankment still can work normally；Convex column, cone
The upper end of shape column and terminal column is all provided with the groove for reducing drawstring abrasion；It is constructed using pedestal assembly type, it can be on land
Its component is built, then is assembled component conveying to the predetermined position completed is built, it is convenient to construct.And pedestal can be reduced ground
Shake the damage etc. to embankment.
Utility model content
It is provided by the utility model a kind of for protecting the embankment of coastal region critical facility or area, to solve Shen
It please be number for the baffle that occurs easily dislocate, embankment resistance to damage is not strong in 201711459664.4 patent of invention and is manufactured
The problems such as difficulty is big.
To achieve the above object, the technical solution of the utility model are as follows: provide a kind of for protecting coastal region is important to set
It applies or the embankment in area, the embankment includes pedestal, columns assemblies, baffle and power device, the pedestal is integral type
Fixed plate is simultaneously fixed on shielded critical facility or regional front by ground, is provided with several columns on the pedestal
Hole, the columns assemblies include several convex columns, tapered stud and terminal column, and columns assemblies are installed on the institute of correspondingly-shaped
Leghole is stated, the tapered stud is located at the central location of embankment, is provided with resigning on two conical surfaces of the tapered stud
Slot, the baffle that the oriented both sides of lifting extend in the recessing groove, the baffle extended to both sides by multiple convex columns and
Muti-piece is lifted on the baffle between the protruding portion of convex column described in every two and extends respectively to two sides, forms inverted V type
The end of the columns assemblies of inverted V type is arranged in columns assemblies, the terminal column, and the baffle is led to by several pieces of folded sheets
It crosses hinge assembly to be hinged, the power device is located at the junction of folded sheet described in every two.
The hinge assembly includes shaft and the gear that is mounted in shaft as a preferred technical solution, the power
Device includes the gear on a motor and motor output end, the shaft of the gear on the motor output end and the hinge assembly
On gear engagement, the power device drives the shaft of the hinge assembly to rotate, thus realize the baffle folding or
Expansion.
As a preferred technical solution, the leghole on the pedestal include convex leghole, tapered stud hole and
Terminal column hole, the convex column, tapered stud and terminal column are respectively arranged in the corresponding leghole.
The embankment includes multistage protection dike disposed in parallel, the institute of every grade of embankment as a preferred technical solution,
The top for stating columns assemblies is connected by several attachment beams, and the attachment beam is set between the column of correspondence, convex
The attachment beam of the direction that the protruding portion face of the front end of column and terminal column is head sea, convex column and terminal column is respectively perpendicular
It connects before the convex column of rear stage embankment and the protruding portion of terminal column, the attachment beam of tapered stud connects rear stage
The entire front of the tapered stud of embankment.
The top of the convex column, tapered stud and terminal column is all provided with twisted wire as a preferred technical solution,
Device, the wire twister are connected to the upper surface of the folded sheet of baffle the top by drawstring, and convex column, tapered stud and end are vertical
The upper end of column is all provided with the groove for reducing drawstring abrasion.
The rear of the convex column, tapered stud and terminal column is all provided with ladder type as a preferred technical solution,
Reinforcing rib.
The outside or centre and convex column of the baffle, tapered stud and end are vertical as a preferred technical solution,
The outside of column is all provided with anticollision layer.
The utility model has the advantages that
(1) baffle of novel protective dike provided by the utility model uses the design that is folded together of folded sheet, when no stormy waves
It is foldable, it is small to the negative effect of shipping, illumination, landscape and air circulation etc..Folded sheet uses identical pattern, can be carried out
Batch micro operations, and be easily changed；
(2) upper and lower position of the baffle of embankment provided by the utility model is adjustable, solid and reliable and be easily installed and control
System, suitable for stopping the wind for being not higher than the intensity various intensity below of wind estimated, and not higher than the unrestrained height estimated with
Under various height wave；
(3) tapered stud of embankment provided by the utility model is the function that embankment increases two sides drainage, uses two
Side drainage can enhance the drainage effect to stormy waves when conditions permit；Using classification obstruction method and two sides drainage
It combines, can effectively stop and drains stormy waves；
(4) it is lifted with a block baffle between the every two protruding portion of the utility model, baffle segments, therefore, each baffle
Maximum length it is adjustable, reduce the difficulty of manufacture；The top of tapered stud, terminal column and each convex column is all provided with solely
Vertical wire twister and drawstring, wire twister are connected to the upper surface of the folded sheet of baffle the top by drawstring, therefore, even if embankment
Any one column, wire twister, drawstring or baffle it is impaired or out of control, the rest part of embankment still can work normally；
(5) top of the columns assemblies of every grade of embankment of the utility model is connected by several attachment beams, attachment beam
Design, for the wave for coping with height equal or more than the wave estimated, attachment beam is set between the column of correspondence, is used to
Enhance the support force and stability of embankment；Relative to setting attachment beam in the lower part of columns assemblies, to shipping, illumination, landscape
And the negative effect of air circulation etc. is small.When because meeting with stormy waves, pressure is concentrated mainly on the rear of baffle, convex column and end
The direction for holding the protruding portion face of the front end of column to head sea, and non-perpendicular to baffle, therefore, the company of convex column and terminal column
It connects beam to be respectively perpendicular before the convex column of connection rear stage embankment and the protruding portion of terminal column, with rear stage embankment
The protruding portion of convex column become an entirety, attachment beam when by pressure caused by avoiding because of non-perpendicular connection rolled over
The damage that disconnected or protruding portion is distorted；Meanwhile baffle has stopped stormy waves, therefore, the attachment beam that baffle rear is arranged in will not hinder
Hinder the stormy waves drained, and will not fracture because of the impact cause directly by stormy waves, avoids the embankment at its remains damage rear；Taper
The entire front of the tapered stud of the attachment beam connection rear stage embankment of column, becomes with the tapered stud of rear stage embankment
One entirety further enhances the support force and stability of embankment；
(6) bottom of the columns assemblies of every grade of embankment of the utility model is connected by pedestal, and pedestal and attachment beam will
Multistage protection dike is combined into an entirety, further enhances the support force and stability of embankment, reduces inclination and folding for column
Disconnected probability.Ground is set below pedestal, becomes whole multistage protection dike for fixed.Pedestal assembly type construction, can be in land
Its component is built on ground, then is assembled component conveying to the predetermined position completed is built, and it is convenient to construct.And pedestal can be reduced
Damage of the earthquake to embankment.Pedestal is arranged under water, reduces the negative effect to shipping；
(7) outside or centre of the baffle of the utility model and the outside of convex column, tapered stud and terminal column
It is provided with anticollision layer, when meeting with stormy waves, anticollision layer is used to weaken the damage caused by hitting because of floating materials such as ships out of control；
(8) rear of the convex column of the utility model, tapered stud and terminal column is provided with ladder type reinforcing rib, is used to
Enhance embankment support force and stability, and for column connection pedestal position reduction fracture when by pressure it is several
Rate.
Detailed description of the invention
Fig. 1 is provided by the utility model a kind of for protecting the entirety of coastal region critical facility or the embankment in area
The schematic top plan view of structure.
Fig. 2 is provided by the utility model a kind of for protecting the baffle of coastal region critical facility or the embankment in area
Side view is installed, wherein baffle is in unfolded state.
Fig. 3 is provided by the utility model a kind of for protecting the baffle of coastal region critical facility or the embankment in area
Side view is installed, wherein baffle is in folded state.
Fig. 4 is provided by the utility model a kind of for protecting the groove of coastal region critical facility or the embankment in area
Schematic diagram, by taking convex column as an example.
Fig. 5 is provided by the utility model a kind of for protecting the pedestal of coastal region critical facility or the embankment in area
Floor map.
Fig. 6 is provided by the utility model a kind of for protecting the connection of coastal region critical facility or the embankment in area
The scheme of installation of beam.
Fig. 7 is provided by the utility model a kind of for protecting the classification of coastal region critical facility or the embankment in area
The schematic illustration of obstruction method.
Fig. 8 is provided by the utility model a kind of for protecting the two sides of coastal region critical facility or the embankment in area
The schematic illustration of drainage.
In figure: baffle 01, convex column 02, protruding portion 03, ladder type reinforcing rib 04, folded sheet 05, wire twister 06, hinged group
Part 07, power device 08, drawstring 09, first order embankment 10, second level embankment 11, third level embankment 12, leghole 13,
It is tapered stud 14, groove 15, ground 16, terminal column 17, pedestal 18, attachment beam 19, hydrophobic channel 20, low land 21, protected
Critical facility or area 22.
Specific embodiment
The following examples illustrate the utility model, but is not intended to limit the scope of the present invention.
It is provided by the utility model a kind of for protecting the embankment packet of coastal region critical facility or area with reference to Fig. 1
Multistage protection dike disposed in parallel is included, embankment is arranged on pedestal 18, and every grade of embankment includes columns assemblies, columns assemblies packet
Several convex columns 02, tapered stud 14 and terminal column 17 are included, tapered stud 14 is located at the central location of embankment, and taper is vertical
Recessing groove, the baffle 01 that the oriented both sides of lifting extend in recessing groove are provided on two conical surfaces of column 14.The gear extended to both sides
Plate 01 is lifted on the difference of the baffle 01 between the protruding portion 03 of every two convex column 02 by multiple convex columns 02 and muti-piece
Extend to two sides, forms the columns assemblies of inverted V type.The end of the columns assemblies of inverted V type is arranged in terminal column 17.
Referring to figs. 2 and 3, baffle 01 is hinged by several pieces of folded sheets 05 by hinge assembly 07.Hinged group
Part 07 includes shaft and the gear being mounted in shaft.Every piece of folded sheet 05 is provided with a set of power device 08.Power device 08
Positioned at the junction of every two folded sheet 05, every set power device 08 includes the gear on a motor and motor output end.Motor
Gear on output end is engaged with the gear in the shaft of hinge assembly 07.Power device 08 drives the shaft of hinge assembly 07 to turn
It is dynamic, to realize the folding or expansion of baffle 01.The design that the baffle 01 of embankment is folded together using folded sheet 05, no stormy waves
When it is foldable, it is small to the negative effect of shipping, illumination, landscape and air circulation etc..Folded sheet 05 uses identical pattern, energy
Batch micro operations are carried out, and are easily changed.
Further, a block baffle 01 is lifted between every two protruding portion 03, baffle 01 is segmented, therefore, each baffle
01 maximum length is adjustable, reduces the difficulty of manufacture.The top of tapered stud 14, terminal column 17 and each convex column 02 is all
It is provided with independent wire twister 06 and drawstring 09, wire twister 06 is connected to the folded sheet 05 of 01 the top of baffle by drawstring 09
Above, therefore, even if any one column, wire twister 06, drawstring 09 or the baffle 01 of embankment are impaired or out of control, embankment
Rest part still can work normally.
Further, the upper and lower position of baffle 01 is adjustable, solid and reliable and be easily installed and control, and is suitable for stopping not high
In the wind of the intensity for the wind estimated various intensity below, and the wave of the height various height below not higher than the wave estimated.
Further, the outside or centre and convex column 02 of baffle 01, tapered stud 14 and terminal column 17 it is outer
Side is provided with anticollision layer.When meeting with stormy waves, anticollision layer is used to weaken the damage caused by hitting because of floating materials such as ships out of control.
Further, the rear of convex column 02, tapered stud 14 and terminal column 17 is provided with ladder type reinforcing rib 04, uses
Enhance the support force and stability of embankment, and fracture when by pressure for the reduction of the position of the connection pedestal 18 of column
Probability.
With reference to Fig. 4, the upper end of convex column 02, tapered stud 14 and terminal column 17 is all arranged fluted 15, can reduce
The abrasion of drawstring 09.
With reference to Fig. 5 and Fig. 6, pedestal 18 is integral type fixed plate.Pedestal 18 is fixed on shielded important by ground 16
The front in facility or area.Several legholes 13 are provided on pedestal 18, the leghole 13 on pedestal 18 include convex leghole,
Tapered stud hole and terminal column hole.Convex column 02, tapered stud 14 and terminal column 17 are respectively arranged in corresponding column
Hole 13.
The bottom of the columns assemblies of every grade of embankment is connected by pedestal 18, and pedestal 18 and attachment beam 19 are by multistage protection dike
It is combined into an entirety, further enhances the support force and stability of embankment, the probability for reducing inclination for column and fractureing.Base
Ground 16 is arranged in 18 lower section of seat, becomes whole multistage protection dike for fixed.Pedestal assembly type construction, can land formation its
Component, then assembled component conveying to the predetermined position completed is built, it is convenient to construct.And pedestal 18 can be reduced earthquake pair
The damage of embankment.Pedestal 18 is arranged under water, reduces the negative effect to shipping.
With reference to Fig. 6, the top of the columns assemblies of every grade of embankment is connected by several attachment beams 19, and attachment beam 19 is set
Meter, for the wave for coping with height equal or more than the wave estimated, attachment beam 19 is set between the column of correspondence, for increasing
The support force and stability of strong embankment；Relative to setting attachment beam 19 in the lower part of columns assemblies, to shipping, illumination, landscape
And the negative effect of air circulation etc. is small.When because meeting with stormy waves, pressure is concentrated mainly on the rear of baffle 01, convex column 02
The direction head sea with 03 face of protruding portion of the front end of terminal column 17, and non-perpendicular to baffle 01, therefore, 02 He of convex column
The attachment beam 19 of terminal column 17 is respectively perpendicular the convex column 02 of connection rear stage embankment and the protruding portion of terminal column 17
Before 03, becomes an entirety with the protruding portion 03 of the convex column 02 of rear stage embankment, avoid because of non-perpendicular connection institute
The damage that the caused attachment beam 19 when by pressure is fractureed or protruding portion 03 is distorted.Meanwhile baffle 01 has stopped stormy waves,
Therefore, the attachment beam 19 that 01 rear of baffle is arranged in will not hinder the stormy waves drained, and will not be because directly by the impact of stormy waves
Cause fractures, and avoids the embankment at its remains damage rear.The attachment beam 19 of tapered stud 14 connects the taper of rear stage embankment
The entire front of column 14 becomes an entirety with the tapered stud 14 of rear stage embankment, further enhances the branch of embankment
Support force and stability.
With reference to Fig. 3 and Fig. 6, when not meeting with stormy waves, tightening wire twister 06 makes baffle 01 be located at the top of column, then leads to
The shaft that starting power device 08 controls hinge assembly 07 is crossed, baffle 01 is folded, reduces to shipping, illumination, landscape and sky
Air-flow leads to the negative effect waited.
With reference to figs. 2 and 7, when meeting with stormy waves, the shaft of hinge assembly 07 is controlled by power device 08, opens up baffle 01
It opens, then baffle 01 is placed downwards to specific position by control wire twister 06, realize the obstruction to stormy waves.
With reference to Fig. 7 and Fig. 8, the means of defence of embankment provided by the utility model includes classification obstruction method and two sides drainage
Method.The tapered stud 14 of embankment is that the function of embankment increase two sides drainage can be in conditions permit using two sides drainage
In the case of, enhance the drainage effect to stormy waves.It is combined using classification obstruction method and two sides drainage, effectively can stop and draw
Flow stormy waves.
With reference to Fig. 7, it is classified the front that obstruction method includes: the shielded critical facility or area 22 in coastal region, root
The height H for the wave estimated according to intelligent algorithm sets gradually N grades of embankments, respectively first order embankment 10 to N grades of protection
Dike, wherein N >=1, and N are positive integer.Intelligent algorithm includes passing through computer meter again by the meteorological condition that artificial satellite acquires
It calculates, or human experience and field exploring are estimated, such as adjust the height for examining the wave of previous tsunami.Pass through control protection again
The height that the baffle of dike immerses wave is h2, the wave for flowing to each layer of embankment is stopped, makes to flow to next stage protection
The height of the wave of dike is the (1-nh for flowing into the height of wave of first order embankment2/ H) %, realizes that the classification to wave hinders
It blocks, n is the series of every level-one embankment, h2It is the height that baffle immerses wave.
Wherein, as N=3, the height h that baffle 01 immerses wave is calculated2, make h2=H/N.When wave reaches the first order
When embankment 10, the wire twister 06 of 10 top of starting first order embankment, decentralization drawstring 09 makes the baffle of first order embankment 10
01 height for immersing wave is h2, the height for flowing to the wave of second level embankment 11 is made there was only the sea for flowing into first order embankment
(the 1-h of the height of wave2/ H) %；
When wave reaches second level embankment 11, the wire twister 06 of 11 top of starting second level embankment transfers drawstring
09 makes the height of the immersion wave of baffle 01 of second level embankment 11 be h2, make the height for flowing into the wave of third level embankment 12
Only flow into the (1-2h of the height of the wave of first order embankment2/ H) %；
When wave reaches third level embankment 12, the wire twister 06 of 12 top of starting third level embankment transfers drawstring
09 makes the height of the immersion wave of baffle 01 of third level embankment 12 be h2, the height for the wave for flowing to downstream is made only to flow into the
(the 1-3h of the height of the wave of primary protection dike2/H) %.Make the wave for eventually flowing to seashore, in existing conventional safety dike energy
Within the scope of the wave of defence.The method can be effectively reduced the height for flowing coastwards wave, to the important of coastal region
The resident in facility or area and locality forms protection.
With reference to Fig. 8, two sides drainage includes: the front of the shielded critical facility or area 22 in coastal region, if
Substrate 18 is set, by convex column 02, tapered stud 14 included by columns assemblies and terminal column 17, it is right on pedestal 18 to be installed on
The leghole 13 of shape is answered, ladder type reinforcing rib 04, wire twister 06, drawstring 09, attachment beam 19 etc. are completed, then lifts baffle 01,
Form the embankment of inverted V type.
Stormy waves is drained into the two sides of embankment by embankment.It can be arranged at the rear of the two sides of embankment in practical operation
Hydrophobic channel 20, when meeting with stormy waves, stormy waves is led to the function that low land 21 realizes evacuation by hydrophobic channel 20.When not meeting with stormy waves,
Hydrophobic channel 20 and low land 21 may be used as the relatively small number of industry of nobody or the personnel such as saltern, meadow, forest zone.It meanwhile being anti-
Suffer from possible trouble, when because meeting with stormy waves, hydrophobic channel 20 and low land 21 will become seawater region, need in advance to be shielded important
Facility or area 22 increase height, or the height by reducing surrounding area, increase shielded critical facility or area 22
Relative altitude, and the 22 spare fresh water of setting of shielded critical facility or area, grain, pumping device, bridging vehicle, lifeboat and
Helicopter platform etc..
Although above having made detailed description to the utility model with generality explanation and specific embodiment,
On the basis of the utility model, some modifications can be made to it or progressed greatly, this will be apparent to those skilled in the art.
Therefore, these made on the basis of without departing from the spirit of the present invention are modified or progress greatly, and the requires of the utility model is come under
The range of protection.
Claims (7)
1. a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that the embankment includes base
Seat (18), columns assemblies, baffle (01) and power device (08), the pedestal (18) are integral type fixed plate and pass through ground
(16) it is fixed on the front of shielded critical facility or area, is provided with several legholes (13), institute on the pedestal (18)
Stating columns assemblies includes several convex columns (02), tapered stud (14) and terminal column (17), and columns assemblies are installed on correspondence
The leghole (13) of shape, the tapered stud (14) are located at the central location of embankment, the tapered stud (14)
Recessing groove, the baffle (01) that the oriented both sides of lifting extend in the recessing groove, the gear extended to both sides are provided on two conical surfaces
Plate (01) is lifted on the protruding portion (03) of convex column (02) described in every two by multiple convex columns (02) and muti-piece
Between the baffle (01) extend respectively to two sides, form the columns assemblies of inverted V type, terminal column (17) setting is being fallen
The end of the columns assemblies of V-type, the baffle (01) are mutually cut with scissors by several pieces of folded sheets (05) by hinge assembly (07)
It connects, the power device (08) is located at the junction of folded sheet (05) described in every two.
2. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The hinge assembly (07) includes shaft and the gear that is mounted in shaft, and the power device (08) includes a motor and motor
Gear on output end, the gear on the motor output end are engaged with the gear in the shaft of the hinge assembly (07), institute
The shaft rotation that power device (08) drives the hinge assembly (07) is stated, to realize the folding or exhibition of the baffle (01)
It opens.
3. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The leghole (13) on the pedestal (18) includes convex leghole, tapered stud hole and terminal column hole, the convex
Column (02), tapered stud (14) and terminal column (17) are respectively arranged in the corresponding leghole (13).
4. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The embankment includes multistage protection dike disposed in parallel, and the top of the columns assemblies of every grade of embankment passes through several companies
It connects beam (19) to be connected, the attachment beam (19) is set between the column of correspondence, convex column (02) and terminal column
(17) attachment beam (19) of the direction that protruding portion (03) face of front end is head sea, convex column (02) and terminal column (17) point
It does not connect not vertically before the convex column (02) of rear stage embankment and the protruding portion (03) of terminal column (17), tapered stud
(14) the entire front of the tapered stud (14) of attachment beam (19) connection rear stage embankment.
5. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The top of the convex column (02), tapered stud (14) and terminal column (17) is all provided with wire twister (06), the twisted wire
Device (06) is connected to the upper surface of the folded sheet (05) of baffle (01) the top by drawstring (09), and convex column (02), taper are vertical
The upper end of column (14) and terminal column (17) is all provided with the groove (15) for reducing drawstring (09) abrasion.
6. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The rear of the convex column (02), tapered stud (14) and terminal column (17) is all provided with ladder type reinforcing rib (04).
7. as described in claim 1 a kind of for protecting the embankment of coastal region critical facility or area, which is characterized in that
The outside or centre of the baffle (01) and the outside of convex column (02), tapered stud (14) and terminal column (17) are all set
It is equipped with anticollision layer.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897939.6U CN208293520U (en) | 2018-06-11 | 2018-06-11 | It is a kind of for protect coastal region critical facility or area embankment |
| PCT/CN2019/074517 WO2019237754A1 (en) | 2018-06-11 | 2019-02-01 | A fending groyne for protecting important coastal facilities or areas |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820897939.6U CN208293520U (en) | 2018-06-11 | 2018-06-11 | It is a kind of for protect coastal region critical facility or area embankment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208293520U true CN208293520U (en) | 2018-12-28 |
Family
ID=64701146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820897939.6U Active CN208293520U (en) | 2018-06-11 | 2018-06-11 | It is a kind of for protect coastal region critical facility or area embankment |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN208293520U (en) |
| WO (1) | WO2019237754A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667472A (en) * | 2019-01-03 | 2019-04-23 | 齐绍诚 | A kind of protective equipment of life security around critical facility for protecting nuclear power station etc. or area |
| WO2019237754A1 (en) * | 2018-06-11 | 2019-12-19 | Qi Shaocheng | A fending groyne for protecting important coastal facilities or areas |
| WO2020034793A1 (en) * | 2018-08-13 | 2020-02-20 | Qi Shaocheng | A fending groyne for protecting important riverside facilities or areas |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668460B (en) * | 2021-09-13 | 2024-01-23 | 浙江同济科技职业学院 | Flood control device for underground building entrance |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004025456A1 (en) * | 2004-05-21 | 2005-12-15 | Pötzsch, Holger | Detachable pond wall for flood protection, has wall sections each having pond area with short connecting line that runs along base between posts, and lever arm that provides torque for tilting wall section |
| EP3098353A1 (en) * | 2009-12-07 | 2016-11-30 | Max Aicher GmbH & Co. KG | Mobile flood protection device |
| CN204212100U (en) * | 2014-04-30 | 2015-03-18 | 浙江海洋学院 | A kind of angle adjustable gate type seawall |
| CN204491511U (en) * | 2015-03-27 | 2015-07-22 | 张路 | A kind of hydraulic engineering ecological protection slope |
| CN207959117U (en) * | 2017-11-27 | 2018-10-12 | 常小艳 | Flood Prevention water fender |
| CN108104053B (en) * | 2017-12-28 | 2020-10-23 | 齐绍诚 | Protective dike for protecting coast important facilities or regions |
| CN207775813U (en) * | 2018-01-10 | 2018-08-28 | 刘豪 | Collapsible flood control all-in-one machine |
| CN208293520U (en) * | 2018-06-11 | 2018-12-28 | 齐绍诚 | It is a kind of for protect coastal region critical facility or area embankment |
-
2018
- 2018-06-11 CN CN201820897939.6U patent/CN208293520U/en active Active
-
2019
- 2019-02-01 WO PCT/CN2019/074517 patent/WO2019237754A1/en active Application Filing
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019237754A1 (en) * | 2018-06-11 | 2019-12-19 | Qi Shaocheng | A fending groyne for protecting important coastal facilities or areas |
| WO2020034793A1 (en) * | 2018-08-13 | 2020-02-20 | Qi Shaocheng | A fending groyne for protecting important riverside facilities or areas |
| CN109667472A (en) * | 2019-01-03 | 2019-04-23 | 齐绍诚 | A kind of protective equipment of life security around critical facility for protecting nuclear power station etc. or area |
| WO2020140432A1 (en) * | 2019-01-03 | 2020-07-09 | Qi Shaocheng | A facility for protecting life in the vicinity of nuclear power plants and other important facilities or areas |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019237754A1 (en) | 2019-12-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208293520U (en) | It is a kind of for protect coastal region critical facility or area embankment | |
| US10038400B2 (en) | Floating structures for floating photovoltaic system and method for connecting floating structures | |
| AU2017254934B2 (en) | Offshore aquaculture installation | |
| CN107399411B (en) | The ballast control system of floating wind turbine platform and vertically-aligned adjusting method | |
| US9003631B2 (en) | Power generation assemblies and apparatus | |
| ES2516590B1 (en) | SUBMERSIBLE STRUCTURE OF ACTIVE SUPPORT FOR GENERATOR TOWERS AND SUBSTATIONS OR SIMILAR ELEMENTS, IN MARITIME FACILITIES | |
| EP3071755B1 (en) | Power platform | |
| DE60320400T2 (en) | DEVICE FOR WIND ENERGY STATION LOCATED IN DEEPWATER | |
| CN106508766A (en) | Deep sea aquaculture net cage | |
| CN105253262B (en) | Offshore vertical axis composite support formula generation platform | |
| US8578586B2 (en) | Power generation assemblies, and apparatus for use therewith | |
| CN106573665A (en) | Floating structure and method of installing same | |
| EP3094785B1 (en) | Hydrofission barrier | |
| KR20200110357A (en) | Floating wind power platform with tension leg device | |
| US4710056A (en) | Method and apparatus for restoring a beach | |
| EP2206835A1 (en) | Breakwater | |
| CN208701619U (en) | A kind of embankment of critical facility or area for protecting river alongshore | |
| KR20120125105A (en) | Solar power plant on water | |
| CN109505737A (en) | A kind of floatation type sea-borne wind power generation apparatus and its working method | |
| CN108505489A (en) | A kind of novel protective dike and its means of defence | |
| SK286914B6 (en) | Method of and device for the reduction of tropical cyclones destructive force | |
| TW201620787A (en) | Power platform | |
| CN107317542A (en) | A kind of flotation gear of solar panel waterborne | |
| CN107354926A (en) | A kind of protection wall of photovoltaic array waterborne | |
| GB2456011A (en) | Marine platform formed with tetrahedral structures. |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |