CN106386622A - Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof - Google Patents
Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof Download PDFInfo
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- CN106386622A CN106386622A CN201611006374.XA CN201611006374A CN106386622A CN 106386622 A CN106386622 A CN 106386622A CN 201611006374 A CN201611006374 A CN 201611006374A CN 106386622 A CN106386622 A CN 106386622A
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- umbrella
- piling bar
- pallet
- umbrella pallet
- rubble
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- 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
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Abstract
The invention discloses a steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and a construction method thereof. The steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation comprises a steel pile and umbrella-shaped trays, wherein a bracket is arranged on the middle upper part of the steel pile; the umbrella-shaped trays are uniformly welded to be umbrella-shaped through annular reinforcing steel bars and radial reinforcing steel bars; annular plates are arranged on the bottom centers of the umbrella-shaped trays; and upward sleeves are arranged on the centers of the annular plates. During working, the sleeves of the umbrella-shaped trays sleeve the upper part of the steel pile, an anchoring hole in the steel pile is tied and fixed with one end of an anchoring chain, the steel pile is infiltrated into a sea bed, broken stone bags are added into mouths of the umbrella-shaped trays, and the umbrella-shaped trays are pressed by the broken stone bags to form the mesh cage anchoring foundation; the steel pile is infiltrated into the sea bed, the umbrella-shaped trays are pressed by the added broken stone bags, and the posture of the anchoring foundation is checked to complete construction. The steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation is simple in structure, is convenient in construction, has main pressure weight from block stones and broken stones, is convenient in taking materials, is low in cost, and can provide relatively great anchoring force.
Description
Technical field：
The present invention relates to the anchor system of net cage for sea farming, more particularly, to a kind of piling bar and umbrella pallet assembled net
Case anchor foundation and its construction method.
Background technology：
About 16,000,000 hectares of oceanic area within China's 20m isobath, the oceanic area within 40m isobath about 50,000,000 is public
Hectare, the development space of sea-farming is huge.But mariculture area of current China is concentrated mainly on the shallow gulf within 15 m isobaths
Interior, and more than the 20 m depth of waters marine site utilization rate still less than 1%, far below the U.S., Japan and the level of developed countries such as Norway.
Therefore, greatly develop the deep-water net cage culture of more than the 20 m depth of waters, be to solve one of new way of China's food supply guarantee.
However, all suffering from the attack of several Super Typhoons, the seawater cage in typhoon track coverage China coast year
Damage is serious, leads to seawater cage culture industry to be in the state of " living at the mercy of the elements " to a certain extent.
Anchor system is foundation in water for the mariculture net cage, plays the fixing, effect of mooring net cage system.Anchoring system
System inefficacy in inclement weather can lead to net cage directly to be damaged.If the deep-water net cage culture industry in Hainan Province is at annual superpower
In wind in succession the strike of going to wreck property, suffer heavy losses, the disaster-stricken deep water mesh cage of wherein most be because anchor foundation destroy and quilt
Blow away damage.Although the cost of anchor foundation accounts for the proportion of whole net cage system total price less, lead to whole after its inefficacy
Net cage system is annihilated, and has the important function controlling net cage Existence of Global Stable.
At present, domestic seawater cage anchoring foundation main will have three kinds of modes：Anchor, timber anchor and clump anchor.Wherein ferrum
Anchor is referred from the anchoring method of ship, and anchor body uses cast member, and mooring forces are directly proportional to anchor body weight, will obtain enough anchorings
Power need to increase investment, and the larger anchor of weight needs special workboat ability operation, and is difficult to be accurately positioned, and advantage is to be used for sea
The complex marine site in bottom；Timber anchor price is relatively cheap, typically requires timber stake footpath to be more than 40 cm, embedded depth more than 4.5
M, anchor line are not more than 17 ° with horizontal sea bed angle, but it has construction quality and is difficult to ensure that and the timber corrosion-prone shortcoming of appearance, fits
Together in the depth of water shallower and for silt substrate marine site；Clump anchor is moderate, and mooring forces are directly proportional to clump weight, cement
Adsorption between pier bottom and sea bed is limited, is susceptible to the phenomena of drag of anchor under severe sea condition, is suitable for husky mud or sand
The marine site of matter substrate.
Therefore, on the basis of absorbing existing all kinds of anchor foundation advantages it is necessary to development of Construction is easy, low cost,
The big new anchor foundation form of mooring forces.
Content of the invention：
In order to make up the deficiency of prior art problem, it is an object of the invention to provide a kind of piling bar and umbrella pallet assembled net cage
Anchor foundation and its construction method, its low cost, easy construction, it is provided that larger anchor force.
Technical scheme is as follows：
Piling bar and umbrella pallet assembled net cage anchor foundation it is characterised in that including piling bar and umbrella pallet, in piling bar on
Portion is provided with bracket；Umbrella pallet forms umbrella by circumferential reinforcement and radial direction reinforcing bar uniform welding, and umbrella tray bottom center is provided with
Annular slab, annular slab center is provided with sleeve upwards；During work, the sleeve of umbrella pallet entangles piling bar top, and piling bar is
Pool hole and anchor chain one end are tied, are fixed, and sea bed squeezed into by piling bar, throw in rubble bag towards in umbrella pallet mouth, and umbrella pushed down by rubble bag
Pallet constitutes net cage anchor foundation.
Described piling bar with umbrella pallet assembled net cage anchor foundation it is characterised in that the hollow piling bar of described piling bar,
Piling bar bottom is taper pile top, and piling bar outer wall middle and upper part is provided with bracket, and bracket is by six pieces along annular equally distributed triangle
Supporting plate is constituted, and umbrella pallet lower surface is withstood in supporting plate upper end when concordantly working；Piling bar above bracket is provided with mooring hole, piling bar
Outer wall middle and lower part is provided with four trapezoidal shape wing plates equally distributed along annular, and wing plate upper and lower side is mutually concordant.
Described piling bar with umbrella pallet assembled net cage anchor foundation it is characterised in that described umbrella pallet every
Root radial direction reinforcing bar is outwards followed successively by horizontal segment, lower horizontal section, upper curved section, outward tilting section composition, every ring steel from bottom centre
Muscle is circular；Circumferential reinforcement is welded on the upside of radial direction reinforcing bar；Umbrella tray bottom center is provided with annular slab, in annular slab
The heart is provided with sleeve upwards, and annular slab inside and outside wall is fixed with sleeve outer wall, radial direction reinforcement welding respectively.
Described piling bar is with umbrella pallet assembled net cage anchor foundation it is characterised in that covering on described umbrella pallet
The internal diameter of cylinder is more than the external diameter of piling bar.
Described piling bar is with umbrella pallet assembled net cage anchor foundation it is characterised in that described rubble bag is to fill
Block stone, the woven bag of rubble or gunny etc., and the minimum grain size size of filled block stone, rubble is more than ring steel on umbrella pallet
Hole between muscle and radial direction reinforcing bar.
The construction method of a kind of piling bar and umbrella pallet assembled net cage anchor foundation is it is characterised in that include following walking
Suddenly：
1）, piling bar injection sea bed：First umbrella pallet is entangled the top of piling bar based on sleeve after, one end of anchor chain tied, consolidate
It is scheduled on the mooring hole of piling bar, recycle auxiliary equipment to squeeze into piling bar to sea bed；The embedded depth of piling bar is taper pile top
The distance between to pallet top；
2）, be thrown into rubble bag and push down umbrella pallet：Anchor chain is stretched and is in vertical line states, along anchor chain guide position to anchor
Chain surrounding is uniformly thrown into enough rubble bags, so that rubble bag is equably fallen in umbrella pallet, push down umbrella pallet；
3）, anchor foundation attitude check：Check the sinking attitude of umbrella pallet, if find umbrella pallet run-off the straight, should be past
Acclivitous side is thrown into certain rubble bag again, makes umbrella pallet be in horizontality as far as possible；Confirm enough rubbles
When bag falls in umbrella pallet and anchor foundation can undertake set mooring forces, that is, complete the construction operation of net cage anchor foundation.
The present invention compared with prior art, has the advantage that：
1st, piling bar of the present invention squeezes into sea bed to projected depth, and it can bear larger horizontal loading；There is the umbrella of enough ballasts
Shape pallet can bear larger vertical load；By piling bar with have after the umbrella tray combination of ballast, can give full play to respective
Advantage, can resist the wind wave action of horizontal loading and vertical load random combine；
2nd, umbrella support holder structure of the present invention is simple, and weight is relatively small, and umbrella pallet is mainly by circumferential reinforcement and radial direction steel bar welding
Connect and form, the net form umbrella of different area can be made according to different mooring forces demands, can catch that quantity is more, cumulative weight is larger
Rubble bag；
3rd, the ballast of umbrella pallet of the present invention derives from rubble bag, and rubble packed enter the block stone of certain particle diameter and rubble, it takes
Material is convenient, with low cost；
4th, the present invention can be suitably used for mud, the soft sea bed of husky mud matter, also can be suitably used for the hard such as gravel, soft rock, hard rock seabed, fits
Wider with scope.
Brief description
Fig. 1 is the steel pile structure schematic diagram of the present invention.
Fig. 2 is the umbrella pallet top view of the present invention.
Fig. 3 is the umbrella pallet upward view of the present invention.
Fig. 4 is the top perspective view of the present invention.
Fig. 5 is the face upwarding stereogram of the present invention.
The use state figure that Fig. 6 is connected with net cage for the present invention.
Description of reference numerals：
1st, taper pile top；2nd, wing plate；3rd, bracket；4th, piling bar；5th, mooring hole；6th, circumferential reinforcement；7th, radial direction reinforcing bar；8th, sleeve；9、
Annular slab；10th, rubble bag；11st, anchor chain；12nd, net cage.
Specific embodiment：
Referring to accompanying drawing：
A kind of piling bar and umbrella pallet assembled net cage anchor foundation, including piling bar 4 and umbrella pallet, the middle and upper part of piling bar 4 sets
There is bracket 3, umbrella pallet is formed by circumferential reinforcement 6 and radial direction reinforcing bar 7 uniform welding, entirety is axisymmetricly distributed, umbrella pallet
It is provided with sleeve 8, sleeve 8 bottom is provided with base circle plate 9 at axis of symmetry；Treat that umbrella pallet entangles the top of piling bar 4 based on sleeve 8
Afterwards, one end of anchor chain 11 tied, be fixed on the mooring hole 5 of piling bar 4, then piling bar 4 is squeezed into sea bed to projected depth, then
The position guided along anchor chain 11 is thrown into enough rubble bags 10 to anchor chain 11 surrounding, makes rubble bag 10 push down umbrella pallet,
Make piling bar form anchor foundation with the assembling of the umbrella pallet with ballast, jointly provide mooring forces for net cage.
Piling bar 4 bottom is taper pile top 1, pile top cone angle generally 10 ~ 30, makes piling bar be relatively easy to injection sea bed；
The symmetrical wing plate 2 of four, the middle and lower part band of piling bar 4, trapezoidal shape, and make the hypotenuse of slope angle point to taper pile top 1 side
To facilitating the injection of piling bar；The middle and upper part of piling bar 4 is symmetrical, be uniformly provided with six blocks of triangle supporting plates 3, and it can stop, catch umbrella
Base circle plate 9 on shape pallet and so that piling bar and the assembling of umbrella pallet is formed overall；Bracket 3 is uniformly divided along annular by six pieces
The triangle supporting plate of cloth is constituted, and umbrella pallet lower surface, the top of six blocks of triangle supporting plates are withstood in supporting plate upper end when concordantly working
In same level；The top of piling bar 4 is provided with mooring hole 5, and the anchor chain for mooring net cage uses；May also set up multiple mooring holes
5, convenient construction uses.
The embedded depth of piling bar 4 is the distance between taper pile top 1 to triangle supporting plate 3 top surface；Can be according to different seas
Bed geological conditions and mooring forces demand, design the embedded depth of corresponding piling bar 4.
Umbrella pallet is integrally axisymmetricly distributed, and is formed with radial direction reinforcing bar 7 uniform welding by circumferential reinforcement 6, and profile is similar to
In umbrella；The shape of radial direction reinforcing bar 7 be followed successively by level, under curved, upper curved, toward outer incline, circumferential reinforcement 6 is rounded；Circumferential reinforcement 6
It is welded on the top of radial direction reinforcing bar 7；After circumferential reinforcement 6 and radial direction reinforcing bar 7 uniform welding, form netted hole；In rubble bag 10
Block stone, the grain size of rubble are more than the size of this netted hole, and umbrella pallet can effectively catch block stone, rubble, is formed steady
Fixed effective counterweight.
It is provided with the sleeve 8 of hollow, sleeve 8 bottom is provided with base circle plate 9 at umbrella pallet axis of symmetry.Base circle plate 9
Weld together with sleeve 8, radial direction reinforcing bar 7.
Due to radial direction reinforcing bar 7 have one section be under curved after upper curved, this part forms the protrusion of ring-type, in the contact of umbrella pallet
After sea bed, this annular projection thing is easily trapped under stress concentration effect, penetrates sea bed, contributes to maintaining stablizing of umbrella pallet
Property, improve anchor foundation mooring forces.
The net form umbrella of different area can be made according to different mooring forces demands, that is, the area of umbrella pallet is bigger, its energy
The quantity catching rubble bag is more, cumulative weight is larger, and the mooring forces that it is provided that are bigger.
Mooring forces on anchor chain act on piling bar 4 by mooring hole 5, and piling bar 4 passes through triangle supporting plate 3 again part anchor
Berthing force passes to umbrella pallet；Therefore the weld seam between bracket 3 and piling bar 4 should have enough intensity, can not under mooring forces effect
There is bent bending and inefficacy.
The internal diameter of umbrella pallet upper bush 8 is more than piling bar 4 external diameter, so that piling bar 4 is easily inserted in sleeve 8.
Umbrella pallet is steel or ferrous material with each part of piling bar 4, and each part is integral by being welded to connect；Umbrella
Shape pallet and each part of piling bar 4 and the intensity of entirety, should be able to undertake the mooring forces that all kinds of operating mode Lower chains pass over and not
There is flexing and inefficacy.
Rubble bag 10 is to fill block stone, the woven bag of rubble or gunny etc., and the minimum grain size chi of filled block stone, rubble
Hole between circumferential reinforcement 6 and radial direction reinforcing bar 7 on the very little pallet more than umbrella；Rubble bag 10 weaves after sinking to marine a period of time
Bag or gunny meeting burn into are aging and broken, and final block stone, rubble can freely be scattered and come；As long as the particle diameter chi of block stone, rubble
Very little sufficiently large, it does not spill hole between circumferential reinforcement 6 and radial direction reinforcing bar 7, and the stability of umbrella pallet would not be subject to
To impact.
Circumferential reinforcement 6 or radial direction reinforcing bar 7 on umbrella pallet, if occur certain under the differential pressure effect of rubble bag 10
Deformation, it does not typically interfere with the normal performance of anchor foundation mooring forces.
Umbrella pallet is in integrally flat axial symmetry umbrella, and its center of gravity is relatively low, and resistance to capsizing is stronger；Umbrella pallet surrounding
Certain angle that is inclined upwardly so that the block stone in rubble bag 10, rubble not readily disengage under action of ocean current, umbrella of escaping support
Disk body；Preferably, the acclivitous angle of umbrella pallet surrounding（Angle with horizontal plane）Between 10 ~ 30.
A kind of piling bar and the construction method of umbrella pallet assembled net cage anchor foundation, are described in detail as follows：
1）, piling bar injection sea bed
First umbrella pallet is entangled behind the top of piling bar 4 based on sleeve 8, one end of anchor chain 11 is tied, be fixed on piling bar 4 be
On pool hole 5, in predetermined maritime area, using auxiliary equipment, piling bar 4 is squeezed into sea bed；The embedded depth of piling bar 4 is taper pile top 1
The distance between to bracket 3 top.
During construction, can design, process the steel auxiliary bar with tenon for the leading portion, tenon be inserted the inside on piling bar top,
And so that auxiliary bar is connected as a single entity with piling bar 4 using simple rope or engineering glue, it is simultaneously based on anchor chain 11 and auxiliary bar handle
What piling bar 4 was vertical stands on predetermined sea bed, by hammering auxiliary bar in piling bar 4 injection sea bed；Piling bar 4 is by injection to designing depth
After degree, rotation, twisting auxiliary bar, the simple rope before destruction or engineering glue, extract auxiliary bar and complete piling bar 4
Sink and pass through operation.
Net cage relies primarily on anchor foundation and provides mooring forces, and the deformation to anchor foundation has no special requirements, if piling bar 4 sinks
There is the less inclination of amplitude, it is less to normally wielding influence of anchorage effect during passing through.
2）, be thrown into rubble bag and push down umbrella pallet
Anchor chain 11 is stretched and is in vertical line states, the position guided along anchor chain 11 is uniformly thrown into anchor chain 11 surrounding enough
Rubble bag 10, makes rubble bag 10 equably fall in umbrella pallet, push down umbrella pallet.
In construction, water scope should be entered according to what the diameter of umbrella pallet delimited rubble bag 10.Rubble bag 10 enter water scope,
Should be slightly less than centered on vertical line states anchor chain 11, the circular scope as radius for the umbrella pallet；And rubble bag 10 sinking order,
Should symmetrical centered on the anchor chain 11 of vertical line states, equably throw in, to avoid umbrella pallet under uneven load action
Run-off the straight；Rubble bag 10 more reasonably stacks shape on umbrella pallet：Right centered on the anchor chain 11 of vertical line states
The distribution of title property, middle part is slightly higher, and surrounding is lower slightly, and Mass Distribution is uniform.
3）, anchor foundation attitude check
Check the sinking attitude of umbrella pallet, if find umbrella pallet run-off the straight, should be thrown into again toward acclivitous side
Certain rubble bag 10, makes umbrella pallet be in horizontality as far as possible；Confirm that enough rubble bags 10 fall in umbrella pallet
And umbrella pallet is when can undertake set mooring forces, that is, complete the construction operation of net cage anchor foundation.
Net cage relies primarily on anchor foundation and provides mooring forces, and the deformation to anchor foundation has no special requirements, if rubble bag
10 ballasts make umbrella pallet that the less inclination of amplitude to occur, and it is less to normally wielding influence of anchorage effect；Due to early stage anchor
Chain 11 is connected with mooring hole 5, therefore is not required to send diver to carry out mooring operation under water again.
Piling bar of the present invention can bear larger horizontal loading, have enough ballasts umbrella pallet can bear larger vertical
Load, piling bar with have after the umbrella tray combination of ballast, give full play to respective advantage, net cage can be enable to bear larger
Random seas load；Umbrella support holder structure is simple, and weight is relatively small, and its ballast derives from rubble bag, and rubble packed enter
Block stone and rubble, its draw materials conveniently, with low cost；The anchor system being carried can be suitably used for mud, the soft sea bed of husky mud matter, also can
It is applied to the hard such as gravel, soft rock, hard rock seabed, the scope of application is wider.
The present invention is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary technical knowledge of this area
And customary means, under the premise of without departing from the present invention above-mentioned basic fundamental thought, the present invention can also make other various ways
Equivalent modifications, replacement or change, be within the scope of the present invention.
Claims (6)
1. a kind of piling bar and umbrella pallet assembled net cage anchor foundation are it is characterised in that include piling bar and umbrella pallet, piling bar
Middle and upper part be provided with bracket；Umbrella pallet forms umbrella by circumferential reinforcement and radial direction reinforcing bar uniform welding, in umbrella tray bottom
The heart is provided with annular slab, and annular slab center is provided with sleeve upwards；During work, the sleeve of umbrella pallet entangles piling bar top, piling bar
On mooring hole and anchor chain one end tie, fixing, sea bed squeezed into by piling bar, throws in rubble bag, rubble bag pressure towards in umbrella pallet mouth
Live umbrella pallet and constitute net cage anchor foundation.
2. piling bar according to claim 1 and umbrella pallet assembled net cage anchor foundation are it is characterised in that described steel
The hollow piling bar of stake, piling bar bottom is taper pile top, and piling bar outer wall middle and upper part is provided with bracket, and bracket is uniformly divided along annular by six pieces
The triangle supporting plate of cloth is constituted, and umbrella pallet lower surface is withstood in supporting plate upper end when concordantly working；Piling bar above bracket is provided with
Mooring hole, piling bar outer wall middle and lower part is provided with four trapezoidal shape wing plates equally distributed along annular, and wing plate upper and lower side is mutually put down
Together.
3. piling bar according to claim 1 and umbrella pallet assembled net cage anchor foundation are it is characterised in that described umbrella
Every radial direction reinforcing bar of shape pallet is outwards followed successively by horizontal segment, lower horizontal section, upper curved section, outward tilting section composition from bottom centre,
Every circumferential reinforcement is circular；Circumferential reinforcement is welded on the upside of radial direction reinforcing bar；Umbrella tray bottom center is provided with annular
Plate, annular slab center is provided with sleeve upwards, and annular slab inside and outside wall is fixed with sleeve outer wall, radial direction reinforcement welding respectively.
4. piling bar according to claim 1 and umbrella pallet assembled net cage anchor foundation are it is characterised in that described umbrella
The internal diameter of shape pallet upper bush is more than the external diameter of piling bar.
5. piling bar according to claim 1 and umbrella pallet assembled net cage anchor foundation are it is characterised in that described is broken
Stone bag is to fill block stone, the woven bag of rubble or gunny etc., and the minimum grain size size of filled block stone, rubble is more than umbrella support
Hole between circumferential reinforcement and radial direction reinforcing bar on disk.
6. a kind of piling bar and the construction method of umbrella pallet assembled net cage anchor foundation are it is characterised in that comprise the steps：
1）, piling bar injection sea bed：First umbrella pallet is entangled the top of piling bar based on sleeve after, one end of anchor chain tied, consolidate
It is scheduled on the mooring hole of piling bar, recycle auxiliary equipment to squeeze into piling bar to sea bed；The embedded depth of piling bar is taper pile top
The distance between to pallet top；
2）, be thrown into rubble bag and push down umbrella pallet：Anchor chain is stretched and is in vertical line states, along anchor chain guide position to anchor
Chain surrounding is uniformly thrown into enough rubble bags, so that rubble bag is equably fallen in umbrella pallet, push down umbrella pallet；
3）, anchor foundation attitude check：Check the sinking attitude of umbrella pallet, if find umbrella pallet run-off the straight, should be past
Acclivitous side is thrown into certain rubble bag again, makes umbrella pallet be in horizontality as far as possible；Confirm enough rubbles
When bag falls in umbrella pallet and anchor foundation can undertake set mooring forces, that is, complete the construction operation of net cage anchor foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611006374.XA CN106386622A (en) | 2016-11-16 | 2016-11-16 | Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611006374.XA CN106386622A (en) | 2016-11-16 | 2016-11-16 | Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106386622A true CN106386622A (en) | 2017-02-15 |
Family
ID=59229876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611006374.XA Pending CN106386622A (en) | 2016-11-16 | 2016-11-16 | Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN106386622A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042190A (en) * | 2019-11-11 | 2020-04-21 | 合肥学院 | Torpedo anchor foundation containing grouting plate knot body and construction method thereof |
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|---|---|---|---|---|
| US4950104A (en) * | 1987-04-07 | 1990-08-21 | Rodolphe Streichenberger | Artificial substrates for marine biomass enhancement and wave energy absorption |
| KR100262796B1 (en) * | 1998-06-22 | 2000-08-01 | 박영훈 | Forming method of marine pasture using submerged flotage |
| CN101307607A (en) * | 2008-07-11 | 2008-11-19 | 同济大学 | Sea floor architecture positioning apparatus and method |
| CN105532549A (en) * | 2016-02-03 | 2016-05-04 | 合肥学院 | Assembled type anchoring system comprising grasping anchor hooks |
| CN206365353U (en) * | 2016-11-16 | 2017-08-01 | 合肥学院 | A kind of piling bar and umbrella pallet assembly type net cage anchor foundation |
-
2016
- 2016-11-16 CN CN201611006374.XA patent/CN106386622A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4950104A (en) * | 1987-04-07 | 1990-08-21 | Rodolphe Streichenberger | Artificial substrates for marine biomass enhancement and wave energy absorption |
| KR100262796B1 (en) * | 1998-06-22 | 2000-08-01 | 박영훈 | Forming method of marine pasture using submerged flotage |
| CN101307607A (en) * | 2008-07-11 | 2008-11-19 | 同济大学 | Sea floor architecture positioning apparatus and method |
| CN105532549A (en) * | 2016-02-03 | 2016-05-04 | 合肥学院 | Assembled type anchoring system comprising grasping anchor hooks |
| CN206365353U (en) * | 2016-11-16 | 2017-08-01 | 合肥学院 | A kind of piling bar and umbrella pallet assembly type net cage anchor foundation |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042190A (en) * | 2019-11-11 | 2020-04-21 | 合肥学院 | Torpedo anchor foundation containing grouting plate knot body and construction method thereof |
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Application publication date: 20170215 |
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