CN105532549A - Assembled type anchoring system comprising grasping anchor hooks - Google Patents
Assembled type anchoring system comprising grasping anchor hooks Download PDFInfo
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- CN105532549A CN105532549A CN201610082545.0A CN201610082545A CN105532549A CN 105532549 A CN105532549 A CN 105532549A CN 201610082545 A CN201610082545 A CN 201610082545A CN 105532549 A CN105532549 A CN 105532549A
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- China
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- base plate
- connection base
- lateral connection
- bottom board
- longitudinal connecting
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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
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- Piles And Underground Anchors (AREA)
Abstract
The invention discloses an assembled type anchoring system comprising grasping anchor hooks. A cross-shaped bottom plate structure formed by splicing a transverse connection bottom plate, a longitudinal connection bottom plate and rib plates is the core force transmission structure system of the whole anchoring system, a tying part is arranged at the central symmetry axis of a cross structure system, the grasping anchor hooks are arranged at the four corners of the cross structure system, a certain number of cement plates are evenly and symmetrically assembled and arranged on vertical circular pipes in a sleeving mode, and then the assembled type anchoring system is formed, wherein the vertical circular pipes are adjacent in pairs. The peripheral size of the anchoring system is large, the turnover prevention capacity is high, the application range is wide, and the assembled type anchoring system can adapt to storm effects in random directions; the grasping anchor hooks are inserted deep into sludge and seabed with sand bottoms and mud bottoms, and therefore the anchoring force of the anchoring system can be greatly improved, the number of the cement plates can be flexibly selected according to requirements, all components can be hoisted and lifted off one by one according to the reverse sequence of the assembling process, and the whole anchoring system can be detached, carried and repeatedly used.
Description
Technical field
The present invention relates to the anchor system for net cage for sea farming, more specifically, relate to a kind of assembled anchor system being applied to fixed cage.
Background technology
Anchor system is the foundation of mariculture net cage in water, plays effect that is fixing, mooring net cage system.At present, common both at home and abroad net cage mooring system form has three kinds: one to be traditional multipoint mode anchoring; Two is the anchorings of water surface grid type; Three is grid type anchorings under water.Traditional multipoint mode mooring system form is simple, this mode of the many employings of current China coast floating deep water mesh cage.
Usually, single case lineal formula multiple spot mooring system uses 6 anchor points, combines lineal formula multipoint array-type anchoring use 8 ~ 12 anchor point for 4 casees.But in actual wind wave resistance on, come from the uncertainty of wind direction, what play a role only has forward anchor, namely windward one side anchor, usual forward anchor only has 2 ~ 3.Under inclement weather conditions, net cage was damaged because mooring system lost efficacy by stormy waves, drifted about, was sunk, and brought heavy damage to marine cage culture industry.
Clump anchor mainly rely on clump from gravity to balance the pulling force in anchor line vertical and horizontal direction, moderate, more common in the fixing use of fish culture net cage.Common clump anchor is square or trapezoidal, weighs 3.5 ~ 6.0 tons.Under inclement weather conditions, clump anchor likely cannot be born excessive pulling force that anchor chain passes over and the phenomena of drag of anchor occurs.Particularly, the failure form of clump anchor has: the frictional force between clump anchor and sea bed is less than the horizontal component of hawser pull and occurred level moves; Clump anchor is subject to larger hawser pull and topples and movement of rolling; Or move horizontally and move with the random combine of movement of rolling.
If the mode merely by increasing clump anchor volume puies forward its high anchor force, extreme difficulties can be brought to prefabricated, construction, transport, lifting.Therefore, on the whole, when selecting clump anchor as anchor system, traditional clump anchor exist usage quantity many, arrange dispersion, play a role that inconsistent, single anchor point oeverall quality is less than normal, easily the limitation such as the phenomena of drag of anchor occur under extreme condition, be difficult to deal with the random seas acted on fish culture net cage, under inclement weather conditions, be difficult to effective fixed cage system.
Summary of the invention
The present invention is the above-mentioned deficiency in order to solve existing for prior art, provide a kind of assembled anchor system containing grip grasp, forms that resistance to capsizing is strong by the cement plate of some symmetrical stack, assembling in irony right-angled intersection system, overall weight greatly, to provide larger anchor force.
The technical solution used in the present invention is:
Containing the assembled anchor system of grip grasp, include lateral connection base plate 1, longitudinal connecting bottom board 2, four floors 3, four grip grasps 5 are assembled into criss-cross construction system, four angles of criss-cross construction system are separately installed with grip grasp 5, four Vertically tube 6 are installed on two mider holes 22 of two mider holes 12 of lateral connection base plate 1, longitudinal connecting bottom board 2 respectively, tie portion 4 and are installed on the centre bore 21 of the centre bore 11 of lateral connection base plate 1, longitudinal connecting bottom board 2; After the criss-cross construction system of having assembled is placed in predetermined sea bed, adjacent two Vertically tube 6 are serially connected with multiple crisscross stacked cement plate 7, cement plate 7 two ends have oblong aperture 72 and coordinate with Vertically tube 6.
Described lateral connection base plate 1 is one block of straight irony sheet material, it is arranged centre bore 11, two mider holes 12, two end hole 13, longitudinal connecting bottom board 2 is the irony sheet material of local dent in the middle of a piece, it is arranged centre bore 21, two mider holes 22, two end hole 23, in the middle of longitudinal connecting bottom board 2, the width of local recess width and lateral connection base plate 1 matches, the degree of depth of depression is identical with the thickness of lateral connection base plate 1, and the strip width of lateral connection base plate 1 and longitudinal connecting bottom board 2, thickness, identical length are same.
Described floor 3 is the straight sheet material of broadening end, its width, thickness are all less than lateral connection base plate 1 and longitudinal connecting bottom board 2, the broadening end of floor 3 arranges end hole 31, and two end hole 31 and lateral connection base plate 1, the end preformed hole that longitudinal connecting bottom board 2 is adjacent are between two corresponding.
Described portion of tiing 4 main body is the cylinder of boring, and cylinder is arranged two bolts hole 42, cylinder upper end is provided with main ring and turns round 41, and during anchor system work, the end mooring of net cage anchor chain is turned round on 41 at the main ring in the portion of tiing 4.
Described grip grasp 5 main body is the cylinder of boring, and cylinder lower end has cone spine, and is symmetrical arranged four hangnails 51 at cone spine root, and cylinder the other end is provided with two bolts hole 52.
Described Vertically tube 6 is the cylinder of boring, arranges two bolts hole near end, one end.
Described lateral connection base plate 1, longitudinal connecting bottom board 2, floor 3, tie portion 4, grip grasp 5, Vertically tube 6 be ferrous material and make; The cylinder diameter of the cylinder diameter in two preformed holes on five preformed holes on lateral connection base plate 1, five preformed holes on longitudinal connecting bottom board 2, floor 3 and the portion of tiing 4, the cylinder diameter of grip grasp 5, Vertically tube 6 is all equal.
Described lateral connection base plate 1, longitudinal connecting bottom board 2, floor 3, tie portion 4, grip grasp 5, Vertically tube 6 assembling all connect with fixing with bolt.
Described cement plate 7 is that the armoured concrete slab that length is larger is prefabricated, and side arranges four suspension ring 71 evenly, symmetrically, convenient transport and lifting, and cement plate 7 arranges oblong aperture 72 near two ends place, entangles Vertically tube 6 for during assembling.
Compared with prior art, tool has the following advantages in the present invention:
1, the irony criss-cross construction system be made up of lateral connection base plate, longitudinal connecting bottom board, floor, its Outside Dimensions is large, and after overall package, Mass Distribution is even, the moment of inertia is large, resistance to capsizing is strong, can adapt to the wind wave action in random direction;
2, make the cement plate of some be enclosed within Vertically tube adjacent between two evenly, symmetrically, less for each weight, convenient transport is added up with the cement plate of lifting, be assembled into the larger anchor system entirety of a weight, larger anchor force can be provided;
3, four bights of criss-cross construction system arrange grip grasp, and grip grasp inserts sea bed at the bottom of mud, husky mud deeply, greatly can improve the anchor force of anchor system; Can the normalization of design and production different length, seriation grip grasp, select for Practical Project.
4, described assembled anchor system, be an open package system, it does not limit the quantity of cement plate in theory.The quantity of cement plate can be selected flexibly, the anchoring needs under different situations can be adapted to, there is opening and flexibility.
5, if desired move, when removing anchor system, can also to lift by crane one by one according to the order contrary with assembling process, each component of lift-off, realize the dismounting of whole anchor system, carry and recycle.
Accompanying drawing explanation
Fig. 1 is overall structure vertical view of the present invention.
Fig. 2 is overall structure end view of the present invention.
Fig. 3 is the splicing structure schematic diagram that the present invention does not install cement plate.
Fig. 4 is the assembled end view that the present invention does not install cement plate.
Fig. 5 is the structural representation of cement plate of the present invention.
Fig. 6 is the structural representation of lateral connection base plate of the present invention.
Fig. 7 is the structural representation of the longitudinal connecting bottom board of the present invention.
Fig. 8 is the structural representation of floor of the present invention.
Fig. 9 is the structural representation that the present invention ties portion.
Figure 10 is the structural representation of grip grasp of the present invention.
Description of reference numerals: 1, lateral connection base plate; 2, longitudinal connecting bottom board; 3, floor; 4, portion is tied; 5, grip grasp; 6, Vertically tube; 7, cement plate; 11, centre bore; 12, mider hole; 13, end hole; 21, centre bore; 22, mider hole; 23, end hole; 31, end hole; 41, main ring is turned round; 42, bolt hole; 51, hangnail; 52, bolt hole; 71, suspension ring; 72, oblong aperture.
Embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described.
Shown in Fig. 1 ~ Figure 10, containing the assembled anchor system of grip grasp, include lateral connection base plate 1, longitudinal connecting bottom board 2, four floors 3, four grip grasps 5 are assembled into criss-cross construction system, four angles of criss-cross construction system are separately installed with grip grasp 5, four Vertically tube 6 are installed on two mider holes 22 of two mider holes 12 of lateral connection base plate 1, longitudinal connecting bottom board 2 respectively, tie portion 4 and are installed on the centre bore 21 of the centre bore 11 of lateral connection base plate 1, longitudinal connecting bottom board 2; After the criss-cross construction system of having assembled is placed in predetermined sea bed, adjacent two Vertically tube 6 are serially connected with multiple crisscross stacked cement plate 7, cement plate 7 two ends have oblong aperture 72 and coordinate with Vertically tube 6.
Lateral connection base plate 1 is one block of straight irony sheet material, it is arranged centre bore 11, two mider holes 12, two end hole 13, longitudinal connecting bottom board 2 is the irony sheet material of local dent in the middle of a piece, it is arranged centre bore 21, two mider holes 22, two end hole 23, in the middle of longitudinal connecting bottom board 2, the width of local recess width and lateral connection base plate 1 matches, the degree of depth of depression is identical with the thickness of lateral connection base plate 1, and the strip width of lateral connection base plate 1 and longitudinal connecting bottom board 2, thickness, identical length are same.Floor 3 is the straight sheet material of broadening end, its width, thickness are all less than lateral connection base plate 1 and longitudinal connecting bottom board 2, the broadening end of floor 3 arranges end hole 31, and two end hole 31 and lateral connection base plate 1, the end preformed hole that longitudinal connecting bottom board 2 is adjacent are between two corresponding.Tiing portion 4 main body is the cylinder of boring, and cylinder is arranged two bolts hole 42, cylinder upper end is provided with main ring and turns round 41, and during anchor system work, the end mooring of net cage anchor chain is turned round on 41 at the main ring in the portion of tiing 4.Grip grasp 5 main body is the cylinder of boring, and cylinder lower end has cone spine, and is symmetrical arranged four hangnails 51 at cone spine root, and cylinder the other end is provided with two bolts hole 52.Vertically tube 6 is the cylinder of boring, arranges two bolts hole near end, one end.Lateral connection base plate 1, longitudinal connecting bottom board 2, floor 3, tie portion 4, grip grasp 5, Vertically tube 6 be ferrous material and make; The cylinder diameter of the cylinder diameter in two preformed holes on five preformed holes on lateral connection base plate 1, five preformed holes on longitudinal connecting bottom board 2, floor 3 and the portion of tiing 4, the cylinder diameter of grip grasp 5, Vertically tube 6 is all equal.Lateral connection base plate 1, longitudinal connecting bottom board 2, floor 3, tie portion 4, grip grasp 5, Vertically tube 6 assembling all connect with fixing with bolt.Cement plate 7 is that the armoured concrete slab that length is larger is prefabricated, and side arranges four suspension ring 71 evenly, symmetrically, convenient transport and lifting, and cement plate 7 arranges oblong aperture 72 near two ends place, entangles Vertically tube 6 for during assembling.
Traditional clump anchor volume and limited quality, be difficult to provide larger anchor force.If improved the anchor force of clump anchor by the way increasing single clump anchor volume, then bring very big inconvenience to prefabricated, construction, transport, lifting, be difficult to use.So take the thinking of " breaking the whole up into parts ", by multiple component superposition, be assembled into the larger anchor system of weight.Heavy the sticking together of common cement is generally square, cuboid or trapezoidal stage body, and the present invention sinks cement the shape that sticks together and changes the larger cement plate of length 7 into, in ease of assembly process stacking, pile up.
The described assembled anchor system containing grip grasp, by lateral connection base plate 1, longitudinal connecting bottom board 2 and 4 assembled cross-shaped base arrangements formed of floor 3, it is the core force transferring structure system of whole anchor system, its Stability Analysis of Structures, Outside Dimensions are large, and the moment of inertia of whole system is large, resistance to capsizing is strong.
Described assembled anchor system, four bights of criss-cross construction system arrange grip grasp, and grip grasp inserts the soft sea bed such as mud, husky shale deeply, the anchor force of the anchor force that greatly can improve anchor system particularly horizontal direction.Grip grasp such as to be applicable at the bottom of mud, husky mud at the soft sea bed.
The spininess root of described grip grasp 5 is symmetrical arranged four hangnails 51, to fix grip grasp, raising grip grasp anchor force in sea bed.The grip grasp 5 of different length can be selected according to different waters geological conditions.If sea bed top layer mud, shale are thicker, then can select the grip grasp 5 that length is larger, can through the less mud of intensity, shale top layer and arrive in the relatively high soil layer of intensity, to provide larger anchor force.If sea bed top layer is the soil layers such as sandy, soft rock, then the length of grip grasp 5 can not be too large, cannot injection cause criss-cross construction system cannot be close to the rough sledding of sea bed on earth under overall Action of Gravity Field to avoid grip grasp 5.Needed for different waters, the length of grip grasp 5 can be determined according to simple experiment, can the normalization of design and production different length, seriation grip grasp 5, select flexibly for Practical Project.
The described assembled anchor system containing grip grasp, mooring force acts on the central shaft of whole cross-shaped structure by the portion of tiing 4, because the anchoring ability of symmetry now anchor system is the strongest, and the moment of inertia is substantially identical on 360 ° of directions, can adapt to the wind wave action in random direction.Due to the symmetry of whole anchor system, specifically put orientation no requirement (NR), convenient construction to anchor system in work progress.
Act on the portion of tiing 4 top main ring and turn round random mooring force on 41, pass to anchor system entirety by cross-shaped base arrangement.Due to evenly, stacking cement plate 7 symmetrically, to be mutually engaged at the cement plate 7 of different directions, under the effect of constraint mutually, formed between each component interdepend, the organic whole of the external force that mutually cooperates, jointly resists.
The present invention at sea work progress is as follows: first by fixing with bolt and corresponding screw hole are in place, lateral connection base plate 1, longitudinal connecting bottom board 2, four floors 3, ties 4, four, portion grip grasp 5 and is assembled into criss-cross construction system; The marine site of specifying, determines that seabed is more smooth, under soft seabed conditions, criss-cross construction system is steadily placed on sea bed, the spine end in contact sea bed of grip grasp 5; Then assembled cement plate 7 is started, auxiliary part is mixed on main for crane gear suspension hook, its cable wire end portion is made to solve four secondary suspension hooks, four secondary suspension hooks are tangled respectively four suspension ring 71 of cement plate 7 side, the rope length adjusting each secondary suspension hook guarantees that cement plate 7 level is sling, slowly drop in seawater, take measures to make the oblong aperture 72 of cement plate 7 to aim at, entangle Vertically tube 6 adjacent between two in criss-cross construction system, more slowly decline until cement plate 7 steadily touches the end.It is specifically intended that need two symmetry directions successively alternately, equably to lift cement plate 7, make the cement plate Mass Distribution of all directions even.Complete the lifting of the cement plate 7 of predetermined quantity, and when cement plate 7 quantity that final four edges is placed is identical, namely whole anchor system completes assembling.
In cement plate 7 quantity gradually even, symmetrical increase process, criss-cross construction system is sunk gradually under the effect of cement plate weight, and four grip grasps 5 are progressively pressed into, clamp-on in sea bed.Top Action of Gravity Field is enough large, can make the even part of cement plate sinking of criss-cross construction system, be absorbed in the sea bed of certain depth.Part mud, sand cover, bury criss-cross construction system and part of cement plate, and obviously this part silt stops moving horizontally and movement of toppling of whole anchor system by contributing to, and have positive effect to the anchor force improving anchor system.
Even if whole anchor system produces differential settlement in soft sea bed, there is certain inclination, as long as angle of inclination (is generally less than 10 °) in certain controlled range, the anchor system larger concerning the moment of inertia, also be difficult to make it produce topple, thus also little on the impact of anchor force.
In the lifting of cement plate 7, assembling process, do not require that it strictly, is accurately piled up, only require that the oblong aperture 72 on cement plate 7 entangles Vertically tube 6 adjacent between two.On cement plate 7, the bore hole size of oblong aperture 72 is larger, makes oblong aperture 72 be easier to entangle Vertically tube 6, facilitates offshore construction.Ensureing that the cement plate 7 of all directions be engaged mutually, symmetry, be uniformly distributed situation under, if the mutual changing of the relative positions, irregular shift phenomenon appear in cement plate, it does not affect the normal work of anchor system.
Assembled anchor system also can be applicable to the hard seabeds such as gravel, soft rock, hard rock through local improvement.Because grip grasp 5 cannot insert hard sea bed, grip grasp 5 can be laid down, four angles (former grip grasp 5 junction) of criss-cross construction system change plain bolt into and connect, maintain the globality of criss-cross construction system, by above-mentioned identical construction method in hard submarine area assembling construct.Although hard sea bed surface relief is uneven, be difficult to base arrangement cross-shaped with anchor system fully contact, but because whole anchor system weight is comparatively large and Mass Distribution even, the frictional force bottom anchor system and between hard sea bed is comparatively large, can provide larger anchor force.Visible, the anchor system scope of application carried is wider.
Assembled anchor system is an open package system, and it does not limit the quantity of cement plate in theory, only needs the globality, the stability that keep package system.If need to improve larger anchor force, as the single-point anchor system of some net cage, then a fairly large number of cement plate can be assembled evenly, symmetrically.Grid type anchor system in this way, the anchor force needed for each anchor point is not too large, and the quantity of cement plate in right amount.Visible, native system is to the endless number system of placing cement plate, and have opening and flexibility, this and traditional anchor system have remarkable difference.
After the cement plate quantity of anchor system use is more, the cement plate height that all directions are piled up is comparatively large, likely causes the anchor chain of mooring in the portion of tiing 4 to scrape sassafras, collision with surrounding cement plate under inclination conditions.Therefore, need in the certain limit of tiing portion, to add anti-friction protector, as putting wear-resisting flexible sleeve, to guarantee that anchor chain in use friction damage does not occur at anchor chain.
If desired move, when removing, can according to the order contrary with above-mentioned assembling process, lifting, lift-off cement plate 7 one by one, finally by the portion of tiing 4, whole criss-cross construction system is extracted from seabed, realize the dismounting of whole anchor system, carry and recycle, even also can change separate members and accessory as required.
The present invention is not limited to above-mentioned embodiment; according to foregoing; according to ordinary technical knowledge and the customary means of this area; do not departing under the present invention's above-mentioned basic fundamental thought prerequisite; the present invention can also make the equivalent modifications of other various ways, replacement or change, all drops within protection scope of the present invention.
Claims (9)
1. containing the assembled anchor system of grip grasp, it is characterized in that, include lateral connection base plate, longitudinal connecting bottom board, four floors, four grip grasps are assembled into criss-cross construction system, four angles of criss-cross construction system are separately installed with grip grasp, four Vertically tube are installed on two mider holes of two mider holes of lateral connection base plate, longitudinal connecting bottom board respectively, and the portion of tiing is installed on the centre bore of the centre bore of lateral connection base plate, longitudinal connecting bottom board; After the criss-cross construction system of having assembled is placed in predetermined sea bed, adjacent two Vertically tube are serially connected with multiple crisscross stacked cement plate, and cement plate two ends have oblong aperture and coordinate with Vertically tube.
2. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described lateral connection base plate is one block of straight irony sheet material, it arranges centre bore, two mider holes, two end hole, longitudinal connecting bottom board is the irony sheet material of local dent in the middle of a piece, it arranges centre bore, two mider holes, two end hole, in the middle of longitudinal connecting bottom board, the width of local recess width and lateral connection base plate matches, the degree of depth of depression is identical with the thickness of lateral connection base plate, the strip width of lateral connection base plate and longitudinal connecting bottom board, thickness, identical length is same.
3. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described floor is the straight sheet material of broadening end, its width, thickness are all less than lateral connection base plate and longitudinal connecting bottom board, the broadening end of floor arranges end hole, and two end hole and lateral connection base plate, the end preformed hole that longitudinal connecting bottom board is adjacent are between two corresponding.
4. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described portion of tiing main body is the cylinder of boring, cylinder is arranged two bolts hole, cylinder upper end is provided with main ring and turns round, and during anchor system work, the end mooring of net cage anchor chain is turned round at the main ring in the portion of tiing.
5. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described grip grasp main body is the cylinder of boring, cylinder lower end has cone spine, and being symmetrical arranged four hangnails at cone spine root, cylinder the other end is provided with two bolts hole.
6. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described Vertically tube is the cylinder of boring, arranges two bolts hole near end, one end.
7. the assembled anchor system containing grip grasp according to claim 1, is characterized in that, described lateral connection base plate, longitudinal connecting bottom board, floor, tie portion, grip grasp, Vertically tube be ferrous material and make; The cylinder diameter of the cylinder diameter in five preformed holes on five preformed holes on lateral connection base plate, longitudinal connecting bottom board, two preformed holes on floor and the portion of tiing, the cylinder diameter of grip grasp, Vertically tube is all equal.
8. the assembled anchor system containing grip grasp according to claim 1, is characterized in that, described lateral connection base plate, longitudinal connecting bottom board, floor, tie portion, grip grasp, Vertically tube assembling all connect with bolt and fix.
9. the assembled anchor system containing grip grasp according to claim 1, it is characterized in that, described cement plate is that the armoured concrete slab that length is larger is prefabricated, side arranges four suspension ring evenly, symmetrically, convenient transport and lifting, cement plate arranges oblong aperture near two ends place, entangles Vertically tube for during assembling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610082545.0A CN105532549A (en) | 2016-02-03 | 2016-02-03 | Assembled type anchoring system comprising grasping anchor hooks |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610082545.0A CN105532549A (en) | 2016-02-03 | 2016-02-03 | Assembled type anchoring system comprising grasping anchor hooks |
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| CN105532549A true CN105532549A (en) | 2016-05-04 |
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| CN201610082545.0A Pending CN105532549A (en) | 2016-02-03 | 2016-02-03 | Assembled type anchoring system comprising grasping anchor hooks |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106386623A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Single steel pile and single cement pier assembling type net cage anchor foundation and construction method thereof |
| CN106386620A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Net cage anchoring foundation for providing large anchoring force and construction method thereof |
| CN106386622A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof |
| CN106665444A (en) * | 2016-12-28 | 2017-05-17 | 合肥学院 | Net cage anchoring foundation formed by stacking waste tires and construction method thereof |
| CN107135999A (en) * | 2017-06-14 | 2017-09-08 | 合肥学院 | Gravity type anchoring basis and its construction method that a kind of cement plate assembles |
| CN108782392A (en) * | 2018-07-05 | 2018-11-13 | 镇江大全现代农业发展有限公司 | A kind of river water, which is breeded fish, uses net cage |
| CN109548770A (en) * | 2018-11-23 | 2019-04-02 | 陆吕炳 | A kind of mosquitocide delayed release device |
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| CN103026993A (en) * | 2012-12-27 | 2013-04-10 | 大连海洋大学 | Floating raft-anchoring device applicable to silty bottoms |
| CN105151232A (en) * | 2015-09-18 | 2015-12-16 | 中国人民解放军理工大学 | Assembling type gravity anchor |
| CN205409134U (en) * | 2016-02-03 | 2016-08-03 | 合肥学院 | Contain assembled anchor system of grabbing power grasp |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103026993A (en) * | 2012-12-27 | 2013-04-10 | 大连海洋大学 | Floating raft-anchoring device applicable to silty bottoms |
| CN105151232A (en) * | 2015-09-18 | 2015-12-16 | 中国人民解放军理工大学 | Assembling type gravity anchor |
| CN205409134U (en) * | 2016-02-03 | 2016-08-03 | 合肥学院 | Contain assembled anchor system of grabbing power grasp |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106386623A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Single steel pile and single cement pier assembling type net cage anchor foundation and construction method thereof |
| CN106386620A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Net cage anchoring foundation for providing large anchoring force and construction method thereof |
| CN106386622A (en) * | 2016-11-16 | 2017-02-15 | 合肥学院 | Steel pile and umbrella-shaped tray assembly type mesh cage anchoring foundation and construction method thereof |
| CN106665444A (en) * | 2016-12-28 | 2017-05-17 | 合肥学院 | Net cage anchoring foundation formed by stacking waste tires and construction method thereof |
| CN107135999A (en) * | 2017-06-14 | 2017-09-08 | 合肥学院 | Gravity type anchoring basis and its construction method that a kind of cement plate assembles |
| CN107135999B (en) * | 2017-06-14 | 2023-05-09 | 合肥学院 | Gravity type anchoring foundation assembled by cement boards and construction method thereof |
| CN108782392A (en) * | 2018-07-05 | 2018-11-13 | 镇江大全现代农业发展有限公司 | A kind of river water, which is breeded fish, uses net cage |
| CN109548770A (en) * | 2018-11-23 | 2019-04-02 | 陆吕炳 | A kind of mosquitocide delayed release device |
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Application publication date: 20160504 |
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