CN110205979A - A kind of artificial sandbank protective equipment and its construction method of resource utilization type - Google Patents
A kind of artificial sandbank protective equipment and its construction method of resource utilization type Download PDFInfo
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- CN110205979A CN110205979A CN201910266033.3A CN201910266033A CN110205979A CN 110205979 A CN110205979 A CN 110205979A CN 201910266033 A CN201910266033 A CN 201910266033A CN 110205979 A CN110205979 A CN 110205979A
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- 230000001681 protective effect Effects 0.000 title claims abstract description 60
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 239000010920 waste tyre Substances 0.000 claims abstract description 67
- 239000011241 protective layer Substances 0.000 claims abstract description 16
- 239000004576 sand Substances 0.000 claims description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 238000012545 processing Methods 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000003822 epoxy resin Substances 0.000 claims description 8
- 239000003292 glue Substances 0.000 claims description 8
- 229920000647 polyepoxide Polymers 0.000 claims description 8
- 239000002699 waste material Substances 0.000 claims description 7
- 238000000465 moulding Methods 0.000 claims description 6
- 230000005484 gravity Effects 0.000 claims description 5
- 239000010410 layer Substances 0.000 claims description 5
- 229920001169 thermoplastic Polymers 0.000 claims description 5
- 239000004416 thermosoftening plastic Substances 0.000 claims description 5
- RAFZYSUICBQABU-HMMYKYKNSA-N Phytal Chemical group CC(C)CCCC(C)CCCC(C)CCC\C(C)=C\C=O RAFZYSUICBQABU-HMMYKYKNSA-N 0.000 claims description 4
- RAFZYSUICBQABU-QYLFUYDXSA-N Phytal Natural products CC(C)CCC[C@@H](C)CCC[C@@H](C)CCC\C(C)=C/C=O RAFZYSUICBQABU-QYLFUYDXSA-N 0.000 claims description 4
- RAFZYSUICBQABU-UHFFFAOYSA-N phytenal Natural products CC(C)CCCC(C)CCCC(C)CCCC(C)=CC=O RAFZYSUICBQABU-UHFFFAOYSA-N 0.000 claims description 4
- 230000001133 acceleration Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 230000003628 erosive effect Effects 0.000 abstract description 10
- 238000011084 recovery Methods 0.000 abstract description 7
- 238000004064 recycling Methods 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 239000004577 thatch Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 7
- 239000013535 sea water Substances 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 4
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- 238000010586 diagram Methods 0.000 description 3
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 238000003287 bathing Methods 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 2
- 239000003653 coastal water Substances 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
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- 206010003694 Atrophy Diseases 0.000 description 1
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- 230000009471 action Effects 0.000 description 1
- 230000037444 atrophy Effects 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
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- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
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- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000009364 mariculture Methods 0.000 description 1
- 235000020636 oyster Nutrition 0.000 description 1
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B2201/00—Devices, constructional details or methods of hydraulic engineering not otherwise provided for
- E02B2201/04—Devices, constructional details or methods of hydraulic engineering not otherwise provided for using old tires for hydraulic engineering
-
- 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 discloses the artificial sandbank protective equipments and its construction method of a kind of resource utilization type, the facility includes that at least one set cleaves and hinders husky unit, every group is cleaved that hinder husky unit include multiple waste tires and protective layer, multiple waste tires are vertically arranged, and it is parallel with flowage line to be in turn connected to form a row, protective layer is connected in series by multiple protective units, protective unit includes the engaging member of waste tire restructuring and the protective facing of waste tire restructuring, by the toe oral area point connection of the toe oral area of protective facing point and engaging member；Engaging member is set on waste tire.The recycling that the present invention had both carried out waste tire recycles; bank erosion caused by solving the problems, such as artificial sandy beach due to taking husky scarce capacity under weak dynamic environment again; on the one hand sectionalised protection is realized to intending destroyed artificial beach; on the other hand it also for sandy beach manages and protects PERSONNEL RECOVERY sandy beach natural form and provides and substantially increase the protection level at artificial sandy beach with reference to mark post.
Description
Technical field
The invention belongs to coastal waters and coastal engineering protection and the fields of reparation, and in particular to a kind of resource utilization type it is artificial
Sandbank protective equipment and its construction method.
Background technique
In recent years, with the increasingly raising of living standard, requirement of the people to free life quality is also relatively previous higher,
Middle seashore tourism leisure is important amusement means.The movable carrier in parent sea is realized as the public in sandy beach, obtains broad masses'
Favor.Though China has up to 1.8 ten thousand kilometers of very long coastline, strand tidal flat majority is silt coast, and excellent
Natural sandy beach resource is few, it is contemplated that economic growth bring great demand, artificial beach's engineering becomes construction hot spot at present, special
It is not that many regional artificial beach have to construction in silt coast.Such as Guangxi Qinzhou Mao Weihai, Mao Weihai are located at wide
At the top of the western Zhuang autonomous region North Sea, it is under the jurisdiction of inner Qinzhou Bay, wide opening is narrow in form, and it is bag-shaped like cloth, it is one semiclosed
The inner bay of formula, coastline are about 120 kilometers, about 134 square kilometres of oceanic area.At the top of inner bay, You Mao Ling Jiang and Qin Jiang etc.
River flows into, this two rivers carry out a large amount of silt to thatch tail kelp, and promote the exchange of thatch tail seawater body.But in recent decades
The unordered exploitation of violent exploitation with the North Sea through economic zone, Mao Weihai is also promoting, and such as largely encloses tideland for cultivation cultivation, the row's of beating hanging culture
There is Mao Weihai serious in addition upstream river Qin Jiang and the river Mao Ling bring silt and pollutant are discharged into Mao Weihai in big oyster etc.
The problems such as siltation, area atrophy, hydrodynamic force decrease, seawater muddiness, deteriorating water quality.
To protect Mao Weihai, on May 13rd, 2011, " the national ocean in Qiezhou thatch tail sea was public by National Bureau of Oceanography's approval foundation
Garden " is three function divisions from the angular divisions of marine protection: laying special stress on protecting area, ecology and resource recovery area and appropriate utilization
Area, and the formally regulation of starting inland sea and recovery project.Husky well Ecological Restoration Project, Sha Jingdong bank bank-line control work are carried out in succession
Dike also sea region engineering, 72 river rising in Ningxia and flowing into central Shaanxi island protection and developed application of Guangxi demonstration item are moved back in journey, the sandy beach Sha Jing recovery project, gantry
Mesh etc..By regulation in recent years, Mao Weihai and its coastal environment have obtained improving energetically, form in Sha Jing and are about 1200
Rice, wide about 300 meters of thatch tail sea Gold Coast artificial beach bathing beach, specific practice is: by building two at thing both ends
A artificial cape with the unique form combines the camber shore protection relied on to mould a stable cape gulf seabeach, is formed to stablize and be done
Beach is built and is piled into cofferdam with geotextiles back-up sand bag between sandy beach square and intertidal zone, is conducive to hydraulic reclamation sand and constructs, after completion
Sandy beach top sandbag is removed, natural sandy beach form is still from landscape, while ensuring that the sandy beach at rear is stablized, guarantees foot
Enough activity spaces, as shown in Figure 1.
But Guangxi Qinzhou Mao Weihai belongs to inland sea, and Wave power inadequate natural endowment under weak dynamic environment, water body is specifically presented
The features such as weak, the seabeach activity difference of husky ability are taken, because seabeach is that artificial hydraulic reclamation forms, compared with natural sandy beach, there is
Following problems: first is that artificial sandy beach bottom sand does not have supply source, because remaining benthic division belongs to mud in addition to manually filling out sand
Ground, artificial sandy beach argillization can be made by taking up mud instead with wave.Second is that since hydrodynamic force is weaker, and beach sand seed diameter it is tiny and
The reasons such as gravity, the displacement that wave carries sand advance upwards are consistently less than sand and fall the displacement retreated downwards after rise with wave, lead
Artificial beach is caused rugged erosion occur, some places siltation occur and form sand bar, and some places occur washing away shape
At pit, the using effect at sandy beach outdoor bathing place has been seriously affected.
Currently, being replaced or eliminate the waste tire to get off can be more and more with the rapid development of Domestic Automotive Industry,
How effectively to recycle and realize that recycling recycles, prevents from polluting the environment, this is both a global problem and China
The new issue that utilization of the recycling of renewable resources faces.So-called waste tire, refers to be replaced or eliminate and has lost conduct
Some unqualified Scrap tires that the tire of tire used value and factory produce.Because it is raw with very strong heat resistanceheat resistant, heat
The performances such as object, mechanical resistance, durability are difficult to be degraded, decades all will not Lock-out fall.Long-term air storage, not only
A large amount of soils are occupied, and easily breed killing propagation disease, and are easy to cause fire, referred to as " black pollution ".For reality
Existing waste tire recycling recycles, and is usually installed in harbour, harbour and ship side fender in ocean engineering, leans on waste tire
Toughness alleviate mutual impact force；Or mariculture is carried out using waste tire；Or it is submerged into seabed and serves as manually
Fish shelter；Or it is used as anti-wave bank protection dam and floating beacon etc., in practice it has proved that it is feasible that waste tire recycles in the seawater
, the long-term erosion of seawater can be stood.Therefore, how waste tire to be applied in artificial beach protection is environmental protection
A big difficulty in field.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of artificial sandbank protective equipments of resource utilization type
And its construction method, the waste tire after processing is combined and is fixed in sandy beach, artificial beach under weak dynamic condition is protected
Natural shape, avoid erosion of the seawater to sandy beach.
The present invention provides a kind of artificial sandbank protective equipment of resource utilization type, including at least one set is cleaved resistance
Husky unit, every group is cleaved that hinder husky unit include multiple waste tires and protective layer, wherein and multiple waste tires are vertically arranged,
And it is in turn connected to form that a row is parallel with flowage line, and the protective layer is connected in series by multiple protective units, the protective unit
Including waste tire restructuring engaging member and waste tire restructuring protective facing, the protective facing by waste tire transversely
It cuts apart with a knife or scissors, cuts with scissors the steel wire that disconnected toe oral area point includes, be then straightened by vulcanizer or high temperature and pressure；The engaging member is by waste and old
Tire is transversely cut apart with a knife or scissors, and is cut with scissors the steel wire that disconnected toe oral area point includes, is then straightened by vulcanizer or high temperature and pressure, then carry out secondary
Moulding is processed so that two sidewalls turn down outward；By the toe oral area point connection of the toe oral area of protective facing point and engaging member, shape
At a strip structure with inner cavity；The engaging member is set on waste tire.
The toe oral area of the protective facing point is engaged with the mutual build-in of toe oral area split-phase of engaging member, and forming one has inner cavity
Strip structure, and be engaged position be equipped with dismountable fastener.
The protective layer is formed by multiple protective units by epoxy resin glue sticking.
The crown of the protective facing polishes smooth, and is polished.
It is fixedly connected between the adjacent waste tire by epoxy resin glue.
It is fixedly connected between the engaging member and waste tire by epoxy resin glue.
The present invention also provides a kind of construction methods of the artificial sandbank protective equipment of resource utilization type, including with
Lower step: (1) transversely cutting apart with a knife or scissors waste tire, cuts with scissors the steel wire that disconnected toe oral area point includes, polishes smooth crown, then lead to
Thermoplastic processing is crossed to be straightened into obtaining protective facing；Waste tire is transversely cut apart with a knife or scissors, cuts with scissors the steel wire that disconnected toe oral area point includes, so
It is straightened afterwards by thermoplastic processing, then carries out secondary moulding processing so that two sidewalls, which turn down to form outward, obtains engaging member；Then will
The toe oral area point connection of the toe oral area of protective facing point and engaging member, forms the protection list of a strip structure with inner cavity
Member；Multiple protective units are sequentially connected in series to form protective layer by length on the estimation；
(2) waste tire row is started setting up from the intersection at subtidal zone sandy beach and mud, had a common boundary until to intertidal zone and supratidal zone
Until place, just arrange that a waste discharge old tire is arranged according at interval of 1-2 wavelength in intertidal zone and subtidal zone, every waste discharge old tire row
In be vertically arranged by multiple waste tires, and it is parallel with flowage line to be in turn connected to form a row；
(3) protective layer is set on each waste tire row, and is fixed the crown of engaging member and waste tire by fixing piece
Connection forms the artificial sandbank protective equipment.
The waste tire is embedded in sand, and layer surface and Sha Qiping are protected.
In the step (2), wavelengthBy formulaIt calculates and obtains, wherein T is phytal zone wave period, and g is
Acceleration of gravity, π are pi.
The utility model has the advantages that the recycling that the present invention had not only carried out waste tire recycles, but also solves artificial sandy beach because weak dynamic
Husky scarce capacity is taken under force environment and caused by bank erosion problem, on the one hand realize segmentation to intending destroyed artificial beach
On the other hand protection is also managed and protected PERSONNEL RECOVERY sandy beach natural form for sandy beach and is provided with reference to mark post, substantially increases artificial sand
The protection level on beach.
Detailed description of the invention
Fig. 1 is the seabeach background schematic diagram at the sandy beach thatch tail sea sand Jing Dao in the embodiment of the present invention 2；
Fig. 2 is bank erosion schematic diagram；
Fig. 3 is the structural plan figure at the sandy beach thatch tail sea sand Jing Dao；
Fig. 4 is diagrammatic cross-section of the artificial sandbank protective equipment along beach profile line direction；
Fig. 5 is artificial sandbank protective equipment component schematic diagram；
Fig. 6 is diagrammatic cross-section of the artificial sandbank protective equipment along flowage line direction；
Figure label are as follows: 1, western cape；2, eastern cape；3, sandy beach square；4, artificial beach；5, beach berm；6, flowage line；7, it cleaves
Hinder husky unit；8, waste tire；9, engaging member；10, protective facing；11, beach profile line.
Specific embodiment
It elaborates, but does not want in this, as to the application right to the present invention below with reference to embodiment and its attached drawing
Ask the restriction of protection scope.
Embodiment 1
A kind of artificial sandbank protective equipment of resource utilization type, at least one set, which is cleaved, hinders husky unit 7, and every group is cleaved and hinder sand
Unit 7 includes the protective layer that the quasi- waste tire being embedded in sandy beach is arranged and is set on waste tire 8, described to be embedded in sandy beach
Waste tire row is several waste tires (being uprightly embedded in sand as basis) are successively discharged to a row, phase parallel with flowage line
It is fixedly connected between adjacent waste tire by epoxy resin glue；The protective layer is connected in series by multiple protective units
(preferred epoxy glue sticking), the protective unit include the engaging member 9 of waste tire restructuring and preventing for waste tire restructuring
Armour layer 10, protective facing 10 are transversely cut apart with a knife or scissors by waste tire, are cut with scissors the steel wire that disconnected toe oral area point includes, are then passed through vulcanizer
Or high temperature and pressure is straightened；The engaging member 9 is transversely cut apart with a knife or scissors by waste tire, cuts with scissors the steel wire that disconnected toe oral area point includes, so
It is straightened afterwards by vulcanizer or high temperature and pressure, then carries out secondary moulding processing so that two sidewalls turn down outward；By protection face
The toe oral area point of layer 10 is engaged with the mutual build-in of toe oral area split-phase of engaging member 9, forms the strip structure (water with inner cavity
Capsule), it is engaged every 30cm on position and is just equipped with fastener (such as matched screw bolt and nut) and is fixedly connected；The engaging member 9
It is fixed on waste tire by epoxy resin glue, protects layer surface and Sha Qiping.It can be filled inside empty pocket after water flood tide
Full sea sand and seawater, form water pocket after ebb, can become very soft (to the surface (crown part of protective facing 10 after contacting human body
Point) carry out grinding process, i.e., all gear teeth on waste tire surface are polished smooth, and polished, empty pocket wall thickness is 1cm
Left and right).
The construction method of the artificial sandbank protective equipment of above-mentioned resource utilization type, comprising the following steps:
(1) waste tire is transversely cut apart with a knife or scissors, cuts with scissors the steel wire that disconnected toe oral area point includes, polishes smooth crown, then pass through
Thermoplastic processing, which is straightened to form, obtains protective facing 10；Waste tire is transversely cut apart with a knife or scissors, cuts with scissors the steel wire that disconnected toe oral area point includes, so
It is straightened afterwards by thermoplastic processing, then carries out secondary moulding processing so that two sidewalls, which turn down to form outward, obtains engaging member 9；Then will
The toe oral area point connection of the toe oral area of protective facing 10 point and engaging member 9, forms the protection of a strip structure with inner cavity
Unit；Multiple protective units are sequentially connected in series to form protective layer by length on the estimation；
(2) waste tire row is started setting up from the intersection at subtidal zone sandy beach and mud, had a common boundary until to intertidal zone and supratidal zone
Until place, just arrange that a waste discharge old tire is arranged according at interval of 1-2 wavelength in intertidal zone and subtidal zone, every waste discharge old tire row
In be vertically arranged by multiple waste tires, and it is parallel with flowage line to be in turn connected to form a row；
(3) protective layer is set on each waste tire row, and is fixed engaging member 9 and the crown of waste tire by fixing piece
Connection forms the artificial sandbank protective equipment.
To prevent the artificial bank erosion problem generated by above-mentioned Wave power reason, the facility is parallel along flowage line
Arrangement, between horizontal distance be 1-2 wavelength (as shown in Figure 3).Because wave sediment transport problem is not broken for wave
Condition, wave sediment transport rule is to impact seashore by wave breaking, rolls silt and conveys with wave, encounters obstacle when reaching trough
Object makes wave breaking be deposited to the bottom, and waste tire offshore protective equipment is ensuring that wave is at least broken in 1 to 2 wavelength
Once, avoid wave that sand is defeated remote.WavelengthBy formulaIt calculates and obtains, wherein T is phytal zone wave period, g
For acceleration of gravity, π is pi.
Embodiment 2
It tests the Mao Weihai that specific addressing is scheduled on Guangxi Qinzhou, chooses the sandy beach thatch tail sea sand Jing Dao, be about 1200 meters, it is wide by about 300
Rice.The sandy beach is artificial beach, and specific practice is: by building two artificial cape knots with the unique form at thing both ends
Close the camber shore protection relied on and mould a stable cape gulf seabeach, formed and stablize dry beach, build for sandy beach square and intertidal zone it
Between with geotextiles back-up sand bag be piled into cofferdam, be conducive to hydraulic reclamation sand and construct, remove sandy beach top sandbag after completion, from landscape according to
It is so natural sandy beach form, while ensures that the sandy beach at rear is stablized, guarantees enough activity spaces, as shown in Figure 1.
Sand coast, mean inclination is between (1:100-1:5), and water depth ratio is fast on the way in onshore propagation for wave, breaker
The plunging breaker types that belong to are crushed more.Its main feature is that wave steepness is big, entire wave crest concentrates curling inclination, as the overflow (a in such as Fig. 2 of free-falling
Shown in part), the silt on the point of original lima cost beach is impacted, is allowed to largely start and is returned water flow band Xiang Haifang, causes sea
Scour.And thatch tail sea artificial beach's gradient is 1:20, this abrupt slope formula sand coast is in, in storm wave season due to water
Power is larger, and the sand on seabeach quickly by wave band Xiang Haifang, forms sand bar under coastal water, pulling in shore partly because sand
It is taken away by wave and forms pit, at this moment flowage line onshore invades, and is formed and corrodes type profile (as shown in the part b in Fig. 2).Without sudden and violent
In stormy waves season, sea situation belongs to property of surging more, and under the steep wave action of this small echo, the silt of underwater barrier accumulation again can be by gradually
Push bank to, and forms beach berm.
Mao Weihai belongs to inland sea, the Wave power inadequate natural endowment under weak dynamic environment is specifically presented, water body take husky ability it is weak,
The features such as seabeach activity difference, in no storm wave season, the hydrodynamic force deficiency of surging of generation, the silt of underwater barrier accumulation will not
It is pushed to bank, but is swung left and right in sand bar onshore direction, finally only sub-fraction sand is pushed to bank, underwater barrier
It will continue to the presence of (as shown in the part c in Fig. 2) with pit.By prolonged and repeated effect, entire sandy beach can become rugged and rough, only
Can manually be restored, due to there is no the gradient object of reference at former sandy beach when recovery, often change original design grade and
Destroy artificial beach.
Simultaneously also as seabeach is that artificial hydraulic reclamation forms, compared with natural sandy beach, there is following problems: first is that artificial
Sandy beach bottom sand does not have supply source, and in addition to manually filling out sand, remaining benthic division belongs to muddy ground, takes up mud with wave and instead can
Make artificial sandy beach argillization.Second is that since hydrodynamic force is weaker, in addition beach sand seed diameter is tiny and reasons, the wave such as gravity are taken upwards
Sand is consistently less than with the displacement that sand advances and falls the displacement retreated downwards after rise with wave, causes artificial beach to occur rugged and rough
Erosion, some places occur siltation forms sand bar, some places occur washing away to form pit, have seriously affected sandy beach bath
The using effect of field.
To solve the above problems, we choose the sandy beach of 10 tires of every row wide (8 meters) along the coastline, from subtidal zone mud
It sets first with sand boundary (- 2.5M) and cleaves and hinder husky unit, as benchmark, correspond to flood tide phase highest water level 3.95M extremely,
It being arranged in parallel to cleave and hinders sand ribbon, spacing distance is one 12.32 meters of shallow water wavelength, and measuring phytal zone wave period T is 2.81s,
Wavelength is by formulaIt calculates and obtains:
Measure the sandy beach gradient be 1:20, therefore setting cleave hinder sand ribbon sandy beach length be (3.95+2.5) × 20=129 meter, specifically
It can arrange 10 rows.
It is cleaved by 10 rows of above-mentioned setting and hinders local (sandy beach the thatch tail sea sand Jing Dao) wave of husky unit effective solution
Dynamical Cause and the artificial bank erosion problem generated, the facility are arranged in parallel along flowage line, cleave and hinder husky unit and guarantee wave
Wave is crushed in 1 wavelength, avoids wave that sand is defeated remote.The recycling that the present invention had not only carried out waste tire recycles, but also solution
Bank erosion problem caused by artificial sandy beach determined due to taking husky scarce capacity under weak dynamic environment, it is on the one hand destroyed to intending
Artificial beach realizes sectionalised protection, on the other hand also manages and protects PERSONNEL RECOVERY sandy beach natural form for sandy beach and provides with reference to mark
Bar substantially increases the protection level at artificial sandy beach.
Claims (9)
1. a kind of artificial sandbank protective equipment of resource utilization type, it is characterised in that: cleave including at least one set and hinder sand
Unit (7), every group is cleaved that hinder husky unit (7) include multiple waste tires (8) and protective layer, wherein multiple waste tires (8) are equal
It is vertically arranged, and is in turn connected to form that a row is parallel with flowage line, and the protective layer is connected in series by multiple protective units, described
Protective unit includes the engaging member (9) of waste tire restructuring and the protective facing (10) of waste tire restructuring, the protective facing
(10) it is transversely cut apart with a knife or scissors by waste tire, cuts with scissors the steel wire that disconnected toe oral area point includes, be then straightened by vulcanizer or high temperature and pressure
It forms；The engaging member (9) is transversely cut apart with a knife or scissors by waste tire, is cut with scissors the steel wire that disconnected toe oral area point includes, is then passed through vulcanizer
Or high temperature and pressure is straightened, then carries out secondary moulding processing so that two sidewalls turn down outward；By the toe mouth of protective facing (10)
The toe oral area point connection of part and engaging member (9), forms the strip structure with inner cavity；The engaging member (9) is set to
On waste tire.
2. a kind of artificial sandbank protective equipment of resource utilization type according to claim 1, it is characterised in that: institute
The toe oral area point for stating protective facing (10) is engaged with the mutual build-in of toe oral area split-phase of engaging member (9), and forming one has inner cavity
Strip structure, and be engaged position and be equipped with dismountable fastener.
3. a kind of artificial sandbank protective equipment of resource utilization type according to claim 1, it is characterised in that: institute
It states protective layer and is formed by multiple protective units by epoxy resin glue sticking.
4. a kind of artificial sandbank protective equipment of resource utilization type according to claim 1, it is characterised in that: institute
The crown for stating protective facing polishes smooth, and is polished.
5. a kind of artificial sandbank protective equipment of resource utilization type according to claim 1, it is characterised in that: institute
It states and is fixedly connected between adjacent waste tire (8) by epoxy resin glue.
6. a kind of artificial sandbank protective equipment of resource utilization type according to claim 1, it is characterised in that: institute
It states and is fixedly connected between engaging member (9) and waste tire by epoxy resin glue.
7. a kind of construction method of the artificial sandbank protective equipment of resource utilization type, it is characterised in that: including following step
It is rapid: (1) waste tire transversely to be cut apart with a knife or scissors, cut with scissors the steel wire that disconnected toe oral area point includes, polish smooth crown, then pass through heat
Modeling processing, which is straightened to form, obtains protective facing (10)；Waste tire is transversely cut apart with a knife or scissors, cuts with scissors the steel wire that disconnected toe oral area point includes, so
It is straightened afterwards by thermoplastic processing, then carries out secondary moulding processing so that two sidewalls, which turn down to form outward, obtains engaging member (9)；Then
By the toe oral area point connection of the toe oral area of protective facing (10) point and engaging member (9), the strip structure with inner cavity is formed
Protective unit；Multiple protective units are sequentially connected in series to form protective layer by length on the estimation；
(2) waste tire row is started setting up from the intersection at subtidal zone sandy beach and mud, had a common boundary until to intertidal zone and supratidal zone
Until place, just arrange that a waste discharge old tire is arranged according at interval of 1-2 wavelength in intertidal zone and subtidal zone, every waste discharge old tire row
In be vertically arranged by multiple waste tires, and it is parallel with flowage line to be in turn connected to form a row；
(3) protective layer is set on each waste tire row, and by fixing piece that the crown of engaging member (9) and waste tire is solid
Fixed connection, forms the artificial sandbank protective equipment.
8. a kind of construction method of the artificial sandbank protective equipment of resource utilization type according to claim 6,
Be characterized in that: the waste tire is embedded in sand, protects layer surface and Sha Qiping.
9. a kind of construction method of the artificial sandbank protective equipment of resource utilization type according to claim 6,
It is characterized in that: in the step (2), wavelengthBy formulaIt calculates and obtains, wherein T is phytal zone wave period, and g is
Acceleration of gravity, π are pi.
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