CN205409135U - Pin -connected panel cement pier anchor system for fixed cage - Google Patents
Pin -connected panel cement pier anchor system for fixed cage Download PDFInfo
- Publication number
- CN205409135U CN205409135U CN201620114945.0U CN201620114945U CN205409135U CN 205409135 U CN205409135 U CN 205409135U CN 201620114945 U CN201620114945 U CN 201620114945U CN 205409135 U CN205409135 U CN 205409135U
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- China
- Prior art keywords
- cement
- base plate
- main
- suspension hook
- stick together
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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 utility model discloses a pin -connected panel cement pier anchor system for fixed cage, the anchor system by a main cement sink stick together, four cement sink stick together, transverse connection bottom plate, longitudinal tie bottom plate, four floors assemble and form, main cement sinks to stick together to sink to stick together with time cement and is the square that vertical center pin department took the preformed hole, cross form bottom plate structure is assembled into with the longitudinal tie bottom plate to the transverse connection bottom plate, and main cement sinks to stick together to be assembled in cross the central axis department, and four cement sink and stick together equipment respectively at the tip of transverse connection bottom plate with the longitudinal tie bottom plate. The whole weight of the anchor system carried is big, and the cross system overall dimension of assembling the component is big, and the quality distributes evenly, and the antidumping can the reinforce, can adapt to the wind -wave interaction in the random direction, can adapt to all kinds of sea bed geological conditionss, at sea the engineering time very short, can provide great anchor and do all can.
Description
Technical field
This utility model relates to the anchor system of net cage for sea farming, more particularly, to a kind of pin-connected panel clump anchor system being applied to fixed cage.
Background technology
Anchor system is mariculture net cage foundation in water, plays fixing, the effect of mooring net cage system.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.As by No. 17 violent typhoon in 2011 " receive sand " and the attack of No. 19 typhoon " nigrosine ", Hainan Province's deep-water net cage culture going to wreck property of industry is hit, suffer heavy losses, 2601 mouthfuls of deep water mesh cages of the whole province damage 2050 mouthfuls, the disaster-stricken deep water mesh cage of the most about 70% is blown away because being destroyed fixed system by typhoon, the disaster-stricken deep water mesh cage of about 30% is damaged by stormy waves or sinks, lost units 2.1 ten thousand tons, direct economic loss 7.63 hundred million yuan.
Generally, single case direct line formula multiple spot mooring system uses 6 anchor points, 4 casees combinations lineal formula multipoint array-type anchoring use 8 ~ 12 anchor point.But in actual wind and wave resistance effect, coming from the uncertainty of wind direction, the only forward anchor played a role, the anchor of one side the most windward, usual forward anchor only has 2 ~ 3.
Clump anchor rely primarily on clump from gravity to balance the pulling force in anchor line vertical and horizontal direction, moderate, in the fixing use of aquaculture net cage more typically.Common clump anchor volume 1.5, weight 3.75 tons.Under inclement weather conditions, clump anchor likely cannot undertake excessive pulling force that anchor chain passes over and the phenomena of drag of anchor occurs.Specifically, 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 toppled and movement of rolling by bigger hawser pull；Or moving horizontally the random combine with movement of rolling moves.
Visible, when selecting clump anchor as anchor system, traditional clump anchor exists that usage quantity is many, arranges dispersion, the anchor point oeverall quality inconsistent, single that plays a role is less than normal, be susceptible to the limitation such as the phenomena of drag of anchor under extreme condition, it is difficult to deal with the random seas acting on aquaculture net cage, under inclement weather conditions, is difficult to effective fixed cage system.
Utility model content
This utility model is to solve the above-mentioned deficiency existing for prior art, provide a kind of fixed cage pin-connected panel clump anchor system, sunk by four time cement stick together that sinking with a main cement sticks together and form, resistance to capsizing is strong, overall weight is big pin-connected panel cement anchor, to provide bigger anchor force.
Technical solution of the present utility model is:
Fixed cage pin-connected panel clump anchor system, sticks together 2 including heavy 1, four cement of sticking together of a main cement are heavy, and main cement sinks stick together 1, four cement and sinks 2 squares being vertical central axis band preformed hole 10 that stick together；Lateral connection base plate 3 and longitudinally connected base plate 4 form cross-shaped base arrangement, and main cement sinks to stick together and 1 is positioned at the central axis of cross-shaped base arrangement, and four cement sinks to stick together and 2 is respectively placed in lateral connection base plate 3, the two ends of longitudinally connected base plate 4；Main suspension hook 6 be each passed through main cement sink stick together 1 preformed hole 10, preformed hole at lateral connection base plate 3 and longitudinally connected base plate 4 crossing center axis, the bolt hole 12 of main suspension hook 6 lower end is provided with bolt 9 and realizes fixing；Secondary suspension hook 7 be each passed through time cement sink stick together 4 preformed hole 10, lateral connection base plate 3 or the preformed hole of longitudinally connected base plate 4 end, floor 5 on preformed hole, the bolt hole 12 of secondary suspension hook 7 lower end is provided with bolt 9 and realizes fixing；Two adjacent lateral connection base plates 3 are connected with longitudinally connected base plate 4 end floor 5, to improve assembled globality and effectiveness.
Described main cement is heavy sticks together 1, heavy the sticking together of secondary cement 2 is square, and vertical central axis is respectively provided with preformed hole 10, passes for suspension hook 6 main during assembly, secondary suspension hook 7.
Described main cement sink stick together 1, secondary cement sink stick together 2 four sides suspension ring 8 are set the most symmetrically, for lifting.
Described main cement sink stick together 1 volume or the length of side sink more than time cement stick together 2 volume or the length of side.
Described lateral connection base plate 3, longitudinally connected base plate 4, floor 5, main suspension hook 6 and time suspension hook 7 are ferrous material and make, and longitudinally connected base plate 4 is one block of straight irony sheet material, and its central axis, both ends are respectively provided with preformed hole；Lateral connection base plate 3 is the irony sheet material of local dent in the middle of a piece, and its central axis, both ends are respectively provided with preformed hole；The scope of the middle local dent of lateral connection base plate 3 is slightly larger than the width of longitudinally connected base plate 4, and the degree of depth of depression is identical with longitudinally connected base plate 4 thickness；Lateral connection base plate 3 is with the strip width of longitudinally connected base plate 4, thickness, identical length together；Floor 5 is straight sheet material, and its width and thickness are respectively less than lateral connection base plate 3 and longitudinally connected base plate 4.
Described floor 5 is respectively provided with preformed hole for both ends, two preformed holes are corresponding with decussation connecting bottom board two adjacent end portion preformed hole, main cement sink stick together 1, that secondary cement sinks the preformed hole 10 sticking together in 2 is identical with the preformed hole size on lateral connection base plate 3, longitudinally connected base plate 4, floor 5.
The main body of described main suspension hook 6 is solid cylinder, one end arranges and ties portion 11, the other end arranges bolt hole 12, passing when assembling for bolt 9, the main body of secondary suspension hook 7 is solid cylinder, and one end arranges and ties portion 11, the other end arranges bolt hole 12, pass when assembling for bolt 9, main suspension hook 6, the diameter of solid cylinder of secondary suspension hook 7 be respectively less than main cement sink stick together 1, secondary cement sinks the diameter of preformed hole 10 in 2 that sticks together, convenient assembled time pass through.
The length of described main suspension hook 6 all should be bigger with intensity, and during anchor system work, the end mooring of net cage anchor chain is in the portion of tiing 11 of main suspension hook 6.
This utility model compared with prior art, has the advantage that
1, the anchor system that carried is overall 1 by heavy the sticking together of a main cement heavy with four cement to be sticked together 2 to pass through irony sheet material assembled, transport less for each weight, convenient is added up with the component of lifting, is assembled into the bigger anchor system entirety of weight, be provided that bigger anchor force.
2, the decussation system Outside Dimensions being assemblied to form is big, and Mass Distribution is uniform, and resistance to capsizing is strong, adapts to the wind wave action in random direction.
3, the anchor system carried can be suitably used for mud, the husky soft sea bed of shale, also can be suitably used for the hard seabeds such as gravel, soft rock, hard rock, and adapts to the sea bed of certain slope (generally less than), the scope of application is wider.
4, the anchor system carried can be assembled in advance on the coast or on ship, is transported to specify sea-freight lifting to sink, construction is simple, speed soon, less demanding to construction precision.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 be this utility model do not install main cement sink stick together, secondary cement sinks the splicing structure schematic diagram sticked together.
Fig. 3 be this utility model do not install main cement sink stick together, secondary cement sinks the splicing structure upward view sticked together.
Fig. 4 is that the main cement of this utility model sinks the structural representation sticked together.
Fig. 5 is the structural representation of the main suspension hook of this utility model.
Wherein, description of reference numerals: 1, main cement is heavy sticks together；2, secondary cement is heavy sticks together；3, lateral connection base plate；4, longitudinally connected base plate；5, floor；6, main suspension hook；7, secondary suspension hook；8, suspension ring；9, bolt；10, preformed hole；11, portion is tied；12, bolt hole.
Detailed description of the invention
Detailed description of the invention of the present utility model is described below in conjunction with the accompanying drawings.
As shown in Fig. 1 ~ Fig. 3: fixed cage pin-connected panel clump anchor system, sticking together 2 including heavy 1, four cement of sticking together of a main cement are heavy, main cement sinks stick together 1, four cement and sinks 2 squares being vertical central axis band preformed hole 10 that stick together；Lateral connection base plate 3 and longitudinally connected base plate 4 form cross-shaped base arrangement, and main cement sinks to stick together and 1 is positioned at the central axis of cross-shaped base arrangement, and four cement sinks to stick together and 2 is respectively placed in lateral connection base plate 3, the two ends of longitudinally connected base plate 4；Main suspension hook 6 be each passed through main cement sink stick together 1 preformed hole 10, preformed hole at lateral connection base plate 3 and longitudinally connected base plate 4 crossing center axis, the bolt hole 12 of main suspension hook 6 lower end is provided with bolt 9 and realizes fixing；Secondary suspension hook 7 be each passed through time cement sink stick together 4 preformed hole 10, lateral connection base plate 3 or the preformed hole of longitudinally connected base plate 4 end, floor 5 on preformed hole, the bolt hole 12 of secondary suspension hook 7 lower end is provided with bolt 9 and realizes fixing；Two adjacent lateral connection base plates 3 are connected with longitudinally connected base plate 4 end floor 5, to improve assembled globality and effectiveness.
Main cement is heavy sticks together 1, heavy the sticking together of secondary cement 2 is square, and vertical central axis is respectively provided with preformed hole 10, passes for suspension hook 6 main during assembly, secondary suspension hook 7.Main cement sink stick together 1, secondary cement sink stick together 2 four sides suspension ring 8 are set the most symmetrically, for lifting.Main cement sink stick together 1 volume or the length of side sink more than time cement stick together 2 volume or the length of side.Lateral connection base plate 3, longitudinally connected base plate 4, floor 5, main suspension hook 6 and time suspension hook 7 are ferrous material and make, and longitudinally connected base plate 4 is one block of straight irony sheet material, and its central axis, both ends are respectively provided with preformed hole；Lateral connection base plate 3 is the irony sheet material of local dent in the middle of a piece, and its central axis, both ends are respectively provided with preformed hole；The scope of the middle local dent of lateral connection base plate 3 is slightly larger than the width of longitudinally connected base plate 4, and the degree of depth of depression is identical with longitudinally connected base plate 4 thickness；Lateral connection base plate 3 is with the strip width of longitudinally connected base plate 4, thickness, identical length together；Floor 5 is straight sheet material, and its width and thickness are respectively less than lateral connection base plate 3 and longitudinally connected base plate 4.Floor 5 is respectively provided with preformed hole for both ends, two preformed holes are corresponding with decussation connecting bottom board two adjacent end portion preformed hole, main cement sink stick together 1, that secondary cement sinks the preformed hole 10 sticking together in 2 is identical with the preformed hole size on lateral connection base plate 3, longitudinally connected base plate 4, floor 5.The main body of main suspension hook 6 is solid cylinder, one end arranges and ties portion 11, the other end arranges bolt hole 12, passing when assembling for bolt 9, the main body of secondary suspension hook 7 is solid cylinder, and one end arranges and ties portion 11, the other end arranges bolt hole 12, pass when assembling for bolt 9, main suspension hook 6, the diameter of solid cylinder of secondary suspension hook 7 be respectively less than main cement sink stick together 1, secondary cement sinks the diameter of preformed hole 10 in 2 that sticks together, convenient assembled time pass through.The length of main suspension hook 6 all should be bigger with intensity, and during anchor system work, the end mooring of net cage anchor chain is in the portion of tiing 11 of main suspension hook 6.
Traditional clump anchor volume and limited quality, it is difficult to bigger anchor force is provided.If improving the anchor force of clump anchor by the way increasing single clump anchor volume, then give prefabricated, construct, transport, lift and bring very big inconvenience, it is difficult to use.Then take the thinking of " breaking the whole up into parts ", can by multiple component superpositions, be assembled into the anchor system that weight is bigger.And the volume of each component is less with quality, use conventional method just can prefabricated, transport and lift.This is the thinking of pin-connected panel anchor system.
Described main cement is heavy to stick together and 1 heavy with time cement sticks together 2, is that armored concrete is prefabricated to be formed, and the volume of each component is relatively small with quality, facilitate prefabricated, transport and lift, therefore assembly process is without special transport and crane gear.
Described fixed cage pin-connected panel clump anchor system, the lateral connection base plate 3 cross-shaped base arrangement that formed assembled with longitudinally connected base plate 4, it it is the core force transferring structure system of whole anchor system, its Stability Analysis of Structures, Outside Dimensions are big, and the moment of inertia of whole system is big, resistance to capsizing is strong.Acting on the random mooring force that main suspension hook 6 top is tied in portion 11, passed to by cross-shaped base arrangement that the secondary cement of each end is heavy sticks together 2, each cement sinks and forms the organic whole of the external force that interdepends, cooperates, jointly resists between sticking together.
Described fixed cage pin-connected panel clump anchor system, mooring force is equivalent to act on the central shaft of whole cross-shaped structure, and owing to the anchoring ability of symmetry now anchor system is the strongest, and the moment of inertia existsOn direction essentially identical, adapt to the wind wave action in random direction.Due to the symmetry of whole anchor system, in work progress anchor system specifically being put orientation no requirement (NR), fast and easy is constructed.
Described floor 5 plays reinforces overall effect, prevent the decussation system of assembled formation occur dislocation, tilt, Entanglement, it is ensured that decussation system assembled, lift, contact in sea bed and subsequent operating state and remain stationary.
Described main suspension hook 6 and the diameter of the solid cylinder of time suspension hook 7, being respectively less than main cement to sink to stick together and 1 sink the diameter of each preformed hole on reserving hole 10 in 2 bodies and lateral connection base plate 3, longitudinally connected base plate 4, floor 5 that sticks together with time cement, this is assembling construction for convenience.After being assembled into entirety, each assembled point there are in fact and rocks, waves, loosens phenomenon, is the equal of " hinged " rather than " affixed ", but this has no effect on the anchoring property of whole system.
Described fixed cage pin-connected panel clump anchor system, can be suitably used for mud, the husky soft sea bed of shale.After whole anchor system is placed in soft sea bed, action of gravity make the lateral connection base plate 3 in decussation system, longitudinally connected base plate 4, floor 5 sink, be absorbed in certain depth sea bed in.Part mud, sand cover, bury decussation system, it is clear that this part silt will assist in and stops moving horizontally and toppling movement of whole anchor system, and the anchor force improving anchor system is had positive effect.Even if whole anchor system produces differential settlement in soft sea bed, certain inclination occurs, if angle of inclination in certain controlled range (generally less than), for the anchor system bigger to the moment of inertia, it is also difficult to make it produce and topple, therefore the impact on anchor force is the most little.
Described fixed cage pin-connected panel clump anchor system, can be suitably used for the hard seabeds such as gravel, soft rock, hard rock.Although hard sea bed surface relief is uneven, it is difficult to base arrangement cross-shaped with anchor system be fully contacted, but owing to whole anchor system weight is relatively big and Mass Distribution is uniform, the frictional force bottom anchor system and between hard sea bed is relatively big, is provided that bigger anchor force.The anchor system carried even can be suitably used for having the hard sea bed of certain slope (generally less than), because whole anchor system the moment of inertia compared with big, Mass Distribution is uniform, it is difficult to produce overturning.Visible, the anchor system scope of application carried is wider.
This utility model work progress at sea is as follows: anchor system shifts to an earlier date the most on the coast or on ships that transport, assembly completes；After being transported to specify marine site, need multiple crane gear totally 5 suspension hooks, one suspension hook hangs in the portion of tiing 11 of main suspension hook 6, remaining 4 suspension hook is hung in the portion of tiing 11 of four suspension hooks 7, adjust posture make entirety uniformly, smoothly lifting stand on predetermined sea, it is slowly drop down in sea water, until cross-shaped base arrangement steadily contacts seabed, unties each suspension hook and i.e. complete construction.The end of fixed cage anchor chain ties up in the portion of tiing 11 of main suspension hook 6.Visible, this anchor system easy construction, at sea the engineering time is the shortest, less demanding to construction precision.
This utility model is not limited to above-mentioned detailed description of the invention; according to foregoing; ordinary technical knowledge and customary means according to this area; without departing under this utility model above-mentioned basic fundamental thought premise; this utility model can also be made the equivalent modifications of other various ways, replace or change, within all falling within protection domain of the present utility model.
Claims (8)
1. fixed cage pin-connected panel clump anchor system, it is characterised in that include that a main cement heavy sticks together, four cement are heavy and stick together, main cement sink stick together, four cement sink to stick together and are the square of vertical central axis band preformed hole；Lateral connection base plate forms cross-shaped base arrangement with longitudinally connected base plate, and main cement sinks to stick together and is positioned at the central axis of cross-shaped base arrangement, and four times cement sinks to stick together and is respectively placed in lateral connection base plate, the two ends of longitudinally connected base plate；Main suspension hook be each passed through main cement sink stick together preformed hole, preformed hole at lateral connection base plate and longitudinally connected base plate crossing center axis, the bolt hole of main suspension hook lower end is provided with bolt and realizes fixing；Secondary suspension hook is each passed through time cement and sinks the preformed hole on preformed hole, lateral connection base plate or the preformed hole of longitudinally connected bottom end, the floor sticked together, and the bolt hole of secondary suspension hook lower end is provided with bolt and realizes fixing；Two adjacent lateral connection base plates are connected with longitudinally connected bottom end floor.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterised in that described main cement is heavy to stick together, heavy the sticking together of secondary cement is square, and vertical central axis is respectively provided with preformed hole, passes for suspension hook main during assembly, secondary suspension hook.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterised in that described main cement sink stick together, secondary cement sinks four sides sticked together and arranges suspension ring the most symmetrically, for lifting.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterised in that described main cement sinks the volume sticked together or the length of side and sinks, more than time cement, the volume or the length of side sticked together.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterized in that, described lateral connection base plate, longitudinally connected base plate, floor, main suspension hook and time suspension hook are ferrous material and make, longitudinally connected base plate is one block of straight irony sheet material, and its central axis, both ends are respectively provided with preformed hole；Lateral connection base plate is the irony sheet material of local dent in the middle of a piece, and its central axis, both ends are respectively provided with preformed hole；The scope of the middle local dent of lateral connection base plate is slightly larger than the width of longitudinally connected base plate, and the degree of depth of depression is identical with longitudinally connected base plate thickness；Lateral connection base plate is with the strip width of longitudinally connected base plate, thickness, identical length together；Floor is straight sheet material, and its width and thickness are respectively less than lateral connection base plate and longitudinally connected base plate.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterized in that, described floor is that both ends are respectively provided with preformed hole, two preformed holes are corresponding with decussation connecting bottom board two adjacent end portion preformed hole, main cement sink stick together, that secondary cement sinks the interior preformed hole that sticks together is identical with the preformed hole size on lateral connection base plate, longitudinally connected base plate, floor.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterized in that, the main body of described main suspension hook is solid cylinder, one end arranges and ties portion, the other end arranges bolt hole, pass when assembling for bolt, the main body of secondary suspension hook is solid cylinder, one end arranges and ties portion, the other end arranges bolt hole, pass when assembling for bolt, main suspension hook, the diameter of solid cylinder of secondary suspension hook be respectively less than main cement sink stick together, secondary cement sinks the diameter of interior preformed hole of sticking together, convenient assembled time pass through.
Fixed cage pin-connected panel clump anchor system the most according to claim 1, it is characterised in that the length of described main suspension hook all should be bigger with intensity, end mooring the tiing in portion at main suspension hook of net cage anchor chain during anchor system work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620114945.0U CN205409135U (en) | 2016-02-03 | 2016-02-03 | Pin -connected panel cement pier anchor system for fixed cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620114945.0U CN205409135U (en) | 2016-02-03 | 2016-02-03 | Pin -connected panel cement pier anchor system for fixed cage |
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| Publication Number | Publication Date |
|---|---|
| CN205409135U true CN205409135U (en) | 2016-08-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620114945.0U Expired - Fee Related CN205409135U (en) | 2016-02-03 | 2016-02-03 | Pin -connected panel cement pier anchor system for fixed cage |
Country Status (1)
| Country | Link |
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| CN (1) | CN205409135U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105961224A (en) * | 2016-02-03 | 2016-09-28 | 合肥学院 | Assembled-type cement pier anchoring system for net cage fixation |
| CN107333691A (en) * | 2017-08-10 | 2017-11-10 | 合肥学院 | Anti-current deep water mesh cage system |
| CN108401892A (en) * | 2018-05-07 | 2018-08-17 | 上海海洋大学 | A kind of fixed pedestal of novel sea pasture algal reef combination and the production method of fixed pedestal |
-
2016
- 2016-02-03 CN CN201620114945.0U patent/CN205409135U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105961224A (en) * | 2016-02-03 | 2016-09-28 | 合肥学院 | Assembled-type cement pier anchoring system for net cage fixation |
| CN107333691A (en) * | 2017-08-10 | 2017-11-10 | 合肥学院 | Anti-current deep water mesh cage system |
| CN108401892A (en) * | 2018-05-07 | 2018-08-17 | 上海海洋大学 | A kind of fixed pedestal of novel sea pasture algal reef combination and the production method of fixed pedestal |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20170203 |