CN205399338U - Artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head - Google Patents
Artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head Download PDFInfo
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- CN205399338U CN205399338U CN201620157156.5U CN201620157156U CN205399338U CN 205399338 U CN205399338 U CN 205399338U CN 201620157156 U CN201620157156 U CN 201620157156U CN 205399338 U CN205399338 U CN 205399338U
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- water
- cape
- head unit
- artificial
- cape head
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Abstract
The utility model provides an artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head, its characterized in that includes the frame, the cross water of at least one movable mounting of on the frame keeps off unrestrained device to and install the purifier on the frame, purifier was located one side that water kept off unrestrained device. The utility model discloses the beneficial effect who has: simulate the function of natural cape on the one hand, make wave breaking, block that the wave continues to propagate, greatly reduce the coast silt discharge, make to form stable arc water front between the cape, slow down coastal erosion between the cape, play the protection seashore and create coastal effect, on the other hand is less to the rivers influence, and artifical cape head needn't be walked around to rivers, directly flows in the rear shelter area, and traditional artifical cape gulf just can be alleviated because the quality of water such as eutrophic that the water circulation did not freely cause worsen the problem greatly to in addition biofilm carrier water purification's effect.
Description
Technical field
This utility model relates to a kind of artificial cape header structure, is specifically related to a kind of artificial cape head being applicable to water gear wave.
Background technology
Before the middle of last century, people build (submerged breakwater, breakwater and Hai Qiang etc.) usually by rigid coast protection and resist the stormy waves erosion of seashore.Engineer applied and result of study for many years show, adopt the erosion of the storm resisting that rigid coast protection building can be temporary transient, but can change the hydrodynamic condition of locality, and the transverse movement causing silt is unbalance, and offshore transports enhancing.It seems that long-range, increase the weight of the erosion degree at seabeach on the contrary.In order to overcome the deficiency of seashore hard protection, people start to tend to the soft protection of seashore.If it is, in general, that locality has mends husky source fully, artificial beach of supporting is best and answers the soft protection method of top-priority seashore.
Artificial beach of supporting refers to by various means, to because the running off of beach sand that various factors causes uses the husky source outside seabeach to compensate.When the artificial foster beach engineering of design, reasonably utilize coastal landform, build static state cape gulf by building artificial cape head, it is possible to reach the function of beach protection and siltation promotion, it is possible to save to greatest extent and mend the husky husky required cost of benefit follow-up with engineering.By artificial cape head structure static equilibrium cape gulf, the seabeach corroded is carried out maintenance and is widely used to artificial foster beach engineering all over the world.
But, the not smooth of current, while protection seabeach, will necessarily be caused in static equilibrium cape gulf, and therefore, after artificial constructed cape head, some seabeaches occur in that water quality deterioration, the situation of algae growth, have impact on the use at seabeach.Certainly, all there is water quality deterioration and the problem of algae growth in not all artificial cape gulf, the appearance of these problems is also relevant to local marine site hydrodynamic force situation, weather, polluter, seabeach service condition etc., but the current that manually structure of cape head causes undoubtedly freely not directly results in the appearance of problems.
Therefore; if a kind of artificial cape header structure crossing water gear wave can be designed; while playing abatement wave action protection rear water front; strengthen the water circulation of blasnket area; purify water; the problem that just can significantly alleviate artificial cape gulf water quality deterioration, the foster beach method in artificial cape gulf can more extensively, be effectively applied to coast protection field.
Utility model content
The purpose of this utility model is in that to overcome deficiency of the prior art; a kind of artificial cape head unit is provided; while playing abatement wave action protection rear water front; current can flow directly into blasnket area, rear; strengthen the water circulation of blasnket area; add the effect that biologic packing material purifies water, it is possible to the problem significantly alleviating artificial cape gulf water quality deterioration.
For solving prior art problem, the technical solution adopted in the utility model: a kind of artificial cape head unit, including framework, at least one water of crossing being movably arranged on framework keeps off wave device, and is arranged on the purifier on framework；Purifier was positioned at the side of water gear wave device.
Preferably, framework includes some pile tubes, and is fixed on the cover plate at pile tube top.
Preferably, cross water gear wave device and include fixing slide rail on the cover board, offer the movable block of accommodating hole, be fixed on the hook on movable block, dismountable rotating shaft being sleeved in accommodating hole, and be arranged on the water fender in rotating shaft；Movable block is suspended on slide rail by hook and can slide along slide rail.
Preferably, water fender is geotechnique's fabric swatch or Geofoam plate.
Preferably, purifier includes by connecting rope suspension biologic packing material on the cover board.
Preferably, the quantity crossing water gear wave device is two, and arranges by one in front and one in back mode；Purifier is crossed between water gear wave device at former and later two.
Preferably, pile tube is distributed by rectangular array mode, and the fore-and-aft distance between pile tube is 3～5m, and lateral separation is 4～6m.
Preferably, framework also includes the pile cover between pile tube and cover plate.
Preferably, framework and movable block form by concreting.
The invention also discloses a kind of artificial cape head including some above-mentioned artificial cape head units, artificial cape head unit is side by side, connecting is fixed on the supporting course of seabed, crosses water gear wave device vertical with ocean wave motion direction.
This utility model has the advantages that
1. an aspect simulates the function of natural cape, makes wave breaking, stops that wave continues to propagate, greatly reduces littoral transport rate, make to form stable arc water front between cape, slow down the erosion of seashore between cape, plays protection seashore and create the effect of seashore；On the other hand that water currents is less, current need not walk around artificial cape head, flow directly into blasnket area, rear, add the effect that biologic packing material purifies water, it is possible to the water quality deterioration problems such as the eutrophication that alleviation Traditional Man cape gulf is not freely caused due to water body circulation significantly.
2. movable block can slide in slide rail, rotating shaft is taken out from accommodating hole thus convenient, has further facilitated the replacing of manger board, greatly reduced later maintenance cost.
3. adopt geotechnique's fabric swatch or Geofoam plate as manger board, on the one hand because it has excellent mechanical strength, water penetration, microbial resistance and corrosion resistance, on the other hand then because its quality is light and soft, easy construction, and complete in specifications being easy to choose, combination property is mated with briny environment most.
4. adopting biologic packing material for water purification, filler growth inside anaerobe, producing Denitrification can denitrogenation；External growth aerobic bacteria, organics removal；Thus realizing removing the purpose of ammonia nitrogen.
5. purifier is placed on two cross between water gear wave device, it is prevented that wave directly impacts purifier and causes that it damages, thus ensureing the normal growth of microorganism.
6. load-supporting part is concreting and forms, and not only has higher intensity, and can bear the corrosion of sea water thus extending active time.
7. artificial cape head structure is simple, easy construction, affects less on artificial beach overall plan of supporting, can be greatly saved again the maintenance cost after engineering construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of three artificial cape head units in this utility model；
Fig. 2 is the side view shown in Fig. 1；
Fig. 3 is the top view shown in Fig. 1；
Fig. 4 is the connection diagram crossing water gear wave device in this utility model；
Fig. 5 is the side view shown in Fig. 4.
The implication of accompanying drawing labelling in figure: 1 pile tube；2 cover plates；3 pile covers；4 cross water gear wave device；5 biologic packing materials；6 connect rope；7 manger boards；8 hooks；9 movable blocks；10 rotating shafts；11 slide rails.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is further described.Following example are only for clearly illustrating the technical solution of the utility model, and can not limit protection domain of the present utility model with this.
If Fig. 1 is to shown in 5, a kind of artificial cape head, including several side by side, series connection be fixed on the artificial cape head unit on the supporting course of seabed.Specifically comprising of each artificial cape head unit:
Framework, including the pile tube 1 being fixed on the supporting course of seabed, is formed at the pile cover 3 at pile tube 1 top, and is connected to the cover plate 2 on pile cover 3.Fore-and-aft distance L between pile tube 12For 4m, lateral separation L1For 5m.Pile tube 1, pile cover 3 and cover plate 2 can be formed by concrete formed by integrally casting, both had good intensity, adapt to again briny environment, thus improving the life-span of artificial cape head.In order to build conveniently, it is possible to there are adjacent two unit and can share the situation of a pile tube 1.
Cross water gear wave device 4, including the slide rail 11 being embedded in concrete cover 2, the movable block 9 that a pair was built up and offered accommodating hole by concrete casting, activity is assemblied in the rotating shaft 10 in accommodating hole, it is arranged in rotating shaft 10 and sagging manger board 7, and is embedded in the hook 8 on concrete movable block 9.Hook 8 is slidedly assemblied in slide rail 11 so that movable block 9 can slide along slide rail 11.Manger board 7 selects geotechnique's fabric swatch or Geofoam plate.Cross water gear wave device 4 and arrange two, one in front and one in back arrange according to the direction vertical with ocean wave motion direction, thus improving gear wave effect.Concrete, slide rail 11 can be arranged in pairs or only one of which, hook 8 on corresponding each movable block 9 is also arranged in pairs or only one of which, movable block 9 is positioned close to the position at the two ends of slide rail 11, the two ends of rotating shaft 10 are assemblied on the movable block 9 of correspondence, and manger board 7 is then arranged in the middle knocked-down part of rotating shaft 10.When changing manger board 7, need only being displaced outwardly movable block 9 and make the end of rotating shaft 10 depart from from accommodating hole can to take off rotating shaft 10, then replacing manger board 7, finally installs rotating shaft 10 again.Except this scheme, it is also possible to by the fixing movable block 9 of mode that cable wire lifts.Owing to adopting cable wire to connect, movable block 9 can be movable so that movable block 9 realizes separating with rotating shaft 10.The purpose adopting aforesaid way is in that, makes rotating shaft 10 can easily take off thus changing manger board 7.
Purifier, is arranged on two and crosses between water gear wave device 4, is suspended on biologic packing material 5 below cover plate 2 including some by connecting rope 6.Biologic packing material 5 is suspension type biology soft-filler, as the carrier of growth of microorganism.
Principle of the present utility model is:
When wave is advanced to this cape head, first tide can impact on the manger board 7 being in the face of heading sea, and manger board 7 plays wave absorbing function and makes wave breaking, stops that wave continues onshore and propagates, greatly reduces littoral transport rate, slow down the erosion of seashore between cape.But owing to rotating shaft 10 can rotate in accommodating hole, therefore under tide percussion, manger board 7 is no longer vertical with sea level, but tilts to certain angle, it is allowed to sea water continues to flow to cape head rear, and then improves the mobility of cape gulf maritime interior waters；Add the purifier hung within artificial cape head and can play the adsorption to nitrogen, phosphorus etc., it is possible to significantly avoid the situation of blasnket area, artificial cape head rear body eutrophication.
The above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the premise without departing from this utility model know-why; can also making some improvement and deformation, these improve and deformation also should be regarded as protection domain of the present utility model.
Claims (10)
1. an artificial cape head unit, it is characterised in that include framework, at least one water of crossing being movably arranged on framework keeps off wave device, and is arranged on the purifier on framework；Purifier was positioned at the side of water gear wave device.
2. the artificial cape head unit of one according to claim 1, it is characterised in that framework includes some pile tubes, and is fixed on the cover plate at pile tube top.
3. the artificial cape head unit of one according to claim 2, it is characterised in that cross water gear wave device and include fixing slide rail on the cover board, offer the movable block of accommodating hole, it is fixed on the hook on movable block, dismountable rotating shaft being sleeved in accommodating hole, and is arranged on the water fender in rotating shaft；Movable block is suspended on slide rail by hook and can slide along slide rail.
4. the artificial cape head unit of one according to claim 3, it is characterised in that water fender is geotechnique's fabric swatch or Geofoam plate.
5. according to the arbitrary described a kind of artificial cape head unit of Claims 1-4, it is characterised in that purifier includes by connecting the biologic packing material hung on the cover board of restricting.
6. the artificial cape head unit of one according to claim 5, it is characterised in that the quantity crossing water gear wave device is two, and arranges by one in front and one in back mode；Purifier is crossed between water gear wave device at former and later two.
7. the artificial cape head unit of one according to claim 6, it is characterised in that pile tube is distributed by rectangular array mode, the fore-and-aft distance between pile tube is 3～5m, and lateral separation is 4～6m.
8. the artificial cape head unit of one according to claim 7, it is characterised in that framework also includes the pile cover between pile tube and cover plate.
9. the artificial cape head unit of one according to claim 8, it is characterised in that framework and movable block form by concreting.
10. the artificial cape head being applicable to water gear wave, it is characterised in that including several artificial cape head units according to claim 1 to 9, artificial cape head unit side-by-side series is fixed on the supporting course of seabed, crosses water gear wave device vertical with ocean wave motion direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620157156.5U CN205399338U (en) | 2016-03-01 | 2016-03-01 | Artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620157156.5U CN205399338U (en) | 2016-03-01 | 2016-03-01 | Artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head |
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| Publication Number | Publication Date |
|---|---|
| CN205399338U true CN205399338U (en) | 2016-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620157156.5U Expired - Fee Related CN205399338U (en) | 2016-03-01 | 2016-03-01 | Artifical cape head unit and be applicable to water and keep off unrestrained artifical cape head |
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| CN (1) | CN205399338U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330905A (en) * | 2018-04-13 | 2018-07-27 | 珠江水利委员会珠江水利科学研究院 | Disappear unrestrained rectification floating body, disappear unrestrained fairing and method with it |
-
2016
- 2016-03-01 CN CN201620157156.5U patent/CN205399338U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330905A (en) * | 2018-04-13 | 2018-07-27 | 珠江水利委员会珠江水利科学研究院 | Disappear unrestrained rectification floating body, disappear unrestrained fairing and method with it |
| CN108330905B (en) * | 2018-04-13 | 2023-11-17 | 珠江水利委员会珠江水利科学研究院 | Wave-eliminating rectifying floating body, wave-eliminating rectifying device and wave-eliminating rectifying method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160727 Termination date: 20190301 |
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| CF01 | Termination of patent right due to non-payment of annual fee |