CN203699710U - Quayside container crane with elevating type truss girder and three trolleys - Google Patents
Quayside container crane with elevating type truss girder and three trolleys Download PDFInfo
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- CN203699710U CN203699710U CN201420062921.6U CN201420062921U CN203699710U CN 203699710 U CN203699710 U CN 203699710U CN 201420062921 U CN201420062921 U CN 201420062921U CN 203699710 U CN203699710 U CN 203699710U
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- bank bridge
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- 230000003028 elevating effect Effects 0.000 title 1
- 239000000725 suspension Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 3
- 230000001186 cumulative effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002085 persistent effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model discloses a quayside container crane with an elevation type truss girder and three trolleys. The quayside container crane comprises a quayside container crane gantry (1) and a quayside container crane girder (2); the quayside container crane girder (2) is arranged at the upper end on the inner side of the quayside container crane gantry (1); the quayside container crane gantry (1) comprises four gantry columns (3), and the lower parts of the gantry columns (3) are connected with one another through connecting cross girders a (4); the container crane girder (2) is connected with the upper part of the quayside container crane gantry (1); two quayside container crane lifting trolleys (5) are arranged on the upper layer of the container crane girder (2); a transshipping trolley (6) is arranged on the lower layer of the container crane girder (2). Compared with the prior art, the quayside container crane girder can regulate the terrain clearance of the quayside container crane girder at any time, avoids the influence of the external environment on the process of loading and unloading of containers, reduces the production cost, the manufacture cost and the use cost of the quayside container transportation system, and effectively improves the efficiency of cargo-handling through the coordination of the two lifting trolleys and the hanging type transshipping trolley.
Description
Technical field
The utility model relates to a kind of bank bridge, and especially a kind of bank bridge with lifting mode truss crossbeam and three dollies, belongs to harbour container logistics field.
Background technology
In the logistics field of harbour container, bank bridge system plays irreplaceable effect in container handling system, but along with the process of international trade is constantly accelerated, the freight transport volume at harbour is also in cumulative year after year, the work efficiency of quayside container crane system has obtained unprecedented test, and the work efficiency that therefore how to improve container handling bank bridge becomes problem instantly anxious to be resolved.
At present, general harbour container bank bridge be by single lifting trolley by freight container from ship hang oneself transport to the top of truck or from truck handling to ship, in handling process, because lifting trolley lower end suspender is far apart from lifting trolley, now suspender is as easy as rolling off a log swings, cause suspender and freight container to bit comparison difficulty, have a strong impact on the efficiency of container handling system handling, in order to contribute to freight container and suspender to carry out contraposition, need to increase anti roll device, prevent shaking effect although can play, can increase like this complexity of equipment; In addition, in handling ship process, because freight container needs stacking highlyer, therefore in the time of design, the lifting mechanism of lifting trolley need to be chosen higher working level, so the integral structure of container handling bank bridge is relatively large, cause its production, use and maintenance cost higher.
Utility model content
The utility model provides a kind of bank bridge with lifting mode truss crossbeam and three dollies, he can realize the function of bank bridge grider lifting, reduce the requirement of the lifting altitude of bank bridge system to lifting trolley, reduce the complexity of quayside container crane system, and can improve the handling efficiency of quayside container crane system.
The technical solution of the utility model: a kind of bank bridge with lifting mode truss crossbeam and three dollies, comprise bank portal frame and bank bridge grider, bank bridge grider is located at the upper end of bank portal frame inner side, bank portal frame comprises four door frame columns, door frame column below is connected by connecting cross beam a, bank bridge grider is connected with the top of bank portal frame, and the upper strata of bank bridge grider is provided with two bank bridge lifting trolleys, and the lower floor of bank bridge grider is provided with suspension type transport carriage.In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, bank bridge grider is located at the inner side of bank portal frame and is connected by crossbeam latching device, the inner side on bank bridge grider top and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider top are respectively equipped with a bank bridge lifting trolley, and the track in the outside of bank bridge grider bottom is provided with suspension type transport carriage; The top of four door frame columns is parallel is provided with two connecting cross beam b, the below of connecting cross beam b is provided with assembly pulley a, connecting cross beam a is provided with crossbeam lifting mechanism, and bank bridge grider top is provided with assembly pulley b, and the steel rope on crossbeam lifting mechanism is connected with bank bridge grider with assembly pulley b by assembly pulley a.In the handling ship process of carrying out freight container, the container transshipment pattern of two bank bridge lifting trolleys and a suspension type transport carriage coordinative operation has replaced traditional quayside container crane to use the pattern that hoist and transport of single lifting trolley to freight container, solve traditional single lifting trolley and hung the slow-footed persistent ailment of handling, improved dramatically the transport speed of freight container.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the distance of the upper and lower two-layer track of bank bridge grider is 6m～10m.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the distance of the upper and lower two-layer track of bank bridge grider is preferably 7m.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, bank bridge grider is truss structure, and bank bridge grider comprises truss girder a and truss girder b, and truss girder a is parallel to each other with truss girder b and is connected by 3～15 saddle beams.Bank bridge grider adopts truss structure, and the one, be the impact in order to reduce the resistance to overturning of sea wind on quayside container crane, prevent that bank bridge from toppling; The 2nd, with respect to the solid web girder of traditional bank bridge, truss crossbeam can alleviate the weight of crossbeam, reduces wheel load.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, crossbeam latching device comprises the positioning step of being located at bank portal frame inner side and the positioning and locking device of being located at bank bridge grider side, positioning and locking device comprises the bearing that is fixed on bank bridge grider side, one end is articulated with the hydraulic thrust pull bar of bearing, crossbeam radius stay and the connecting rod being hinged, crossbeam radius stay one end and bearing are hinged, near the termination of the crossbeam radius stay other end, be hinged with one end of the connecting rod being hinged, hydraulic thrust pull bar is hinged with the hinged place of the connecting rod being hinged, the other end of the connecting rod being hinged is hinged on bearing.This scheme is a kind of locking scheme of bank bridge grider, in the time that bank bridge grider needs lifting, hydraulic thrust pull bar does not interfere crossbeam radius stay and the positioning step on positioning and locking device in bank bridge grider lifting process after driving crossbeam radius stay left-hand revolution certain angle, under the drive of large lifting device of girder, realize the lifting of bank bridge grider, in the time that bank bridge grider is elevated to assigned address, drive radius stay rotation clickwise by hydraulic thrust pull bar again, make crossbeam radius stay on positioning and locking device rotate to positioning step directly over.Now as when running into bank bridge grider and doing the movement of falling object, positioning and locking device is locked on positioning step, plays the effect of safety guard-safeguard.In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the positioning and locking device of being located at bank bridge grider side is 4～32.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the positioning and locking device of being located at bank bridge grider side is 4.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the positioning and locking device of being located at bank bridge grider side is 8.
In the aforesaid bank bridge with lifting mode truss crossbeam and three dollies, the range of the distance on bank bridge grider and ground is 25m～65m.
Compared with conventional art, the utility model provides a kind of bank bridge with lifting mode truss crossbeam and three dollies, this bank bridge can regulate the terrain clearance of bank bridge grider at any time, the working level of the lifting trolley on bank bridge and the working level of whole bank bridge system are effectively reduced, avoid the impact of external environment on container handling process, and then reduced production, the manufacturing cost and use cost of Quayside container movement system; By two lifting trolleys and the co-ordination of a suspension type transport carriage, effectively improve the handling efficiency of container handling bank bridge in addition.
Accompanying drawing explanation
Fig. 1 is the structural representation with the bank bridge of lifting mode truss crossbeam and three dollies;
Fig. 2 is the B-B cutaway view of Fig. 1;
Structural representation when Fig. 3 is the decline of bank bridge grider;
Structural representation when Fig. 4 is the rising of bank bridge grider;
Fig. 5 is the structural representation of lifting latching device;
Fig. 6 is the structural representation of lifting latching device open mode;
Fig. 7 is the structural representation of lifting latching device locking state.
Being labeled as in accompanying drawing: 1-bank portal frame, 2-bank bridge grider, 3-door frame column, 4-connecting cross beam a, 5-bank bridge lifting trolley, 6-suspension type transport carriage, 7-crossbeam latching device, 9-connecting cross beam b, 10-assembly pulley a, 11-crossbeam lifting mechanism, 12-assembly pulley b, 13-truss girder a, 14-truss girder b, 15-saddle beam, 16-positioning step, 17-positioning and locking device, 18-bearing, 19-hydraulic thrust pull bar, 20-crossbeam radius stay, 21-connecting rod.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
Embodiment 1 of the present utility model: a kind of bank bridge with lifting mode truss crossbeam and three dollies, comprise bank portal frame 1 and bank bridge grider 2, bank bridge grider 2 is located at the upper end of bank portal frame 1 inner side, bank portal frame 1 comprises four door frame columns 3, door frame column 3 belows are connected by connecting cross beam a4, bank bridge grider 2 is connected with the top of bank portal frame 1, and the upper strata of bank bridge grider 2 is provided with two bank bridge lifting trolleys 5, and the lower floor of bank bridge grider 2 is provided with transport carriage 6.Bank bridge grider 2 is located at the inner side of bank portal frame 1 and is connected by crossbeam latching device 7, the inner side on bank bridge grider 2 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 2 tops are respectively equipped with a bank bridge lifting trolley 5, and the track in the outside of bank bridge grider 2 bottoms is provided with suspension type transport carriage 6; The top of four door frame columns 3 is parallel is provided with two connecting cross beam b9, the below of connecting cross beam b9 is provided with assembly pulley a10, connecting cross beam a4 is provided with crossbeam lifting mechanism 11, bank bridge grider 2 tops are provided with assembly pulley b12, and the steel rope on crossbeam lifting mechanism 11 is connected with bank bridge grider 2 with assembly pulley b12 by assembly pulley a10.The distance of the upper and lower two-layer track of bank bridge grider is 7m.Bank bridge grider 2 is truss structure, and bank bridge grider 2 comprises truss girder a13 and truss girder b14, and truss girder a13 is parallel to each other with truss girder b14 and is connected by 6 saddle beams 15.Crossbeam latching device 7 comprises the positioning step 16 of being located at bank portal frame 1 inner side and the positioning and locking device 17 of being located at bank bridge grider 2 sides, positioning and locking device 17 comprises the bearing 18 that is fixed on bank bridge grider 2 sides, one end is articulated with the hydraulic thrust pull bar 19 of bearing 18, crossbeam radius stay 20 and the connecting rod 21 being hinged, crossbeam radius stay 20 one end and bearing 18 are hinged, near the termination of crossbeam radius stay 20 other ends, be hinged with one end of the connecting rod 21 being hinged, hydraulic thrust pull bar 19 is hinged with the hinged place of the connecting rod 21 being hinged, the other end of the connecting rod 21 being hinged is hinged on bearing 18.The positioning and locking device 17 of being located at bank bridge grider 2 sides is 4.Bank bridge grider 2 is 25m～65m with the range of the distance on ground.
Embodiment 2 of the present utility model: a kind of bank bridge with lifting mode truss crossbeam and three dollies, comprise bank portal frame 1 and bank bridge grider 2, bank bridge grider 2 is located at the upper end of bank portal frame 1 inner side, bank portal frame 1 comprises four door frame columns 3, door frame column 3 belows are connected by connecting cross beam a4, bank bridge grider 2 is connected with the top of bank portal frame 1, and the upper strata of bank bridge grider 2 is provided with two bank bridge lifting trolleys 5, and the lower floor of bank bridge grider 2 is provided with transport carriage 6.Bank bridge grider 2 is located at the inner side of bank portal frame 1 and is connected by crossbeam latching device 7, the inner side on bank bridge grider 2 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 2 tops are respectively equipped with a bank bridge lifting trolley 5, and the track in the outside of bank bridge grider 2 bottoms is provided with suspension type transport carriage 6; The top of four door frame columns 3 is parallel is provided with two connecting cross beam b9, the below of connecting cross beam b9 is provided with assembly pulley a10, connecting cross beam a4 is provided with crossbeam lifting mechanism 11, bank bridge grider 2 tops are provided with assembly pulley b12, and the steel rope on crossbeam lifting mechanism 11 is connected with bank bridge grider 2 with assembly pulley b12 by assembly pulley a10.The distance of the upper and lower two-layer track of bank bridge grider is 6m.Bank bridge grider 2 is truss structure, and bank bridge grider 2 comprises truss girder a13 and truss girder b14, and truss girder a13 is parallel to each other with truss girder b14 and is connected by 8 saddle beams 15.Crossbeam latching device 7 comprises the positioning step 16 of being located at bank portal frame 1 inner side and the positioning and locking device 17 of being located at bank bridge grider 2 sides, positioning and locking device 17 comprises the bearing 18 that is fixed on bank bridge grider 2 sides, one end is articulated with the hydraulic thrust pull bar 19 of bearing 18, crossbeam radius stay 20 and the connecting rod 21 being hinged, crossbeam radius stay 20 one end and bearing 18 are hinged, near the termination of crossbeam radius stay 20 other ends, be hinged with one end of the connecting rod 21 being hinged, hydraulic thrust pull bar 19 is hinged with the hinged place of the connecting rod 21 being hinged, the other end of the connecting rod 21 being hinged is hinged on bearing 18.The positioning and locking device 17 of being located at bank bridge grider 2 sides is 8.Bank bridge grider 2 is 30m～60m with the range of the distance on ground.
Embodiment 3 of the present utility model: a kind of bank bridge with lifting mode truss crossbeam and three dollies, comprise bank portal frame 1 and bank bridge grider 2, bank bridge grider 2 is located at the upper end of bank portal frame 1 inner side, bank portal frame 1 comprises four door frame columns 3, door frame column 3 belows are connected by connecting cross beam a4, bank bridge grider 2 is connected with the top of bank portal frame 1, and the upper strata of bank bridge grider 2 is provided with two bank bridge lifting trolleys 5, and the lower floor of bank bridge grider 2 is provided with transport carriage 6.Bank bridge grider 2 is located at the inner side of bank portal frame 1 and is connected by crossbeam latching device 7, the inner side on bank bridge grider 2 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 2 tops are respectively equipped with a bank bridge lifting trolley 5, and the track in the outside of bank bridge grider 2 bottoms is provided with suspension type transport carriage 6; The top of four door frame columns 3 is parallel is provided with two connecting cross beam b9, the below of connecting cross beam b9 is provided with assembly pulley a10, connecting cross beam a4 is provided with crossbeam lifting mechanism 11, bank bridge grider 2 tops are provided with assembly pulley b12, and the steel rope on crossbeam lifting mechanism 11 is connected with bank bridge grider 2 with assembly pulley b12 by assembly pulley a10.The distance of the upper and lower two-layer track of bank bridge grider is 10m.Bank bridge grider 2 is truss structure, and bank bridge grider 2 comprises truss girder a13 and truss girder b14, and truss girder a13 is parallel to each other with truss girder b14 and is connected by 9 saddle beams 15.Crossbeam latching device 7 comprises the positioning step 16 of being located at bank portal frame 1 inner side and the positioning and locking device 17 of being located at bank bridge grider 2 sides, positioning and locking device 17 comprises the bearing 18 that is fixed on bank bridge grider 2 sides, one end is articulated with the hydraulic thrust pull bar 19 of bearing 18, crossbeam radius stay 20 and the connecting rod 21 being hinged, crossbeam radius stay 20 one end and bearing 18 are hinged, near the termination of crossbeam radius stay 20 other ends, be hinged with one end of the connecting rod 21 being hinged, hydraulic thrust pull bar 19 is hinged with the hinged place of the connecting rod 21 being hinged, the other end of the connecting rod 21 being hinged is hinged on bearing 18.The positioning and locking device 17 of being located at bank bridge grider 2 sides is 12.Bank bridge grider 2 is 40m～59m with the range of the distance on ground.
Principle of work of the present utility model: take the process of unloading a ship as example, comprise the steps:
(a) first crossbeam latching device 7 is opened, then crossbeam lifting mechanism 11 drives bank bridge grider 2 to move up or down, by bank bridge grider 2 adjust to bank bridge lifting trolley 5 apart from the distance of the freight container that will hoist when ten meters of left and right, by crossbeam latching device 7, bank bridge grider 2 is locked on bank portal frame 1;
(b) the bank bridge lifting trolley 5 of freighter top is sling the freight container on ship and is placed on suspension type transport carriage 6, the below of the bank bridge lifting trolley 5 of suspension type transport carriage 6 along orbital motion to bank bridge grider 2 other ends;
(c) bank bridge lifting trolley 5 is sling the freight container on suspension type transport carriage 6 and container transshipment is transported to truck or on ferry-boat bridge.
In the time of container transshipment process, in time carry out the operation of step (a), the efficiency of container transshipment is effectively improved; The transporting mode cooperatively interacting by three dollies is realized the rapid transport of freight container, has effectively avoided the problem of the transport process contraposition of traditional handling bridge.
Claims (10)
1. one kind has the bank bridge of lifting mode truss crossbeam and three dollies, it is characterized in that: comprise bank portal frame (1) and bank bridge grider (2), bank bridge grider (2) is located at the upper end of bank portal frame (1) inner side, bank portal frame (1) comprises four door frame columns (3), door frame column (3) below is by connecting cross beam a(4) be connected, bank bridge grider (2) is connected with the top of bank portal frame (1), the upper strata of bank bridge grider (2) is provided with two bank bridge lifting trolleys (5), and the lower floor of bank bridge grider (2) is provided with suspension type transport carriage (6).
2. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 1, it is characterized in that: bank bridge grider (2) is located at the inner side of bank portal frame (1) and is connected by crossbeam latching device (7), the inner side on bank bridge grider (2) top and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider (2) top are respectively equipped with a bank bridge lifting trolley (5), and the track in the outside of bank bridge grider (2) bottom is provided with suspension type transport carriage (6); The top of four door frame columns (3) is provided with two parallel connecting cross beam b(9), connecting cross beam b(9) below be provided with assembly pulley a(10), connecting cross beam a(4) be provided with crossbeam lifting mechanism (11), bank bridge grider (2) top is provided with assembly pulley b(12), the steel rope on crossbeam lifting mechanism (11) is by assembly pulley a(10) with assembly pulley b(12) be connected with bank bridge grider (2).
3. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 2, is characterized in that: the distance of the upper and lower two-layer track of bank bridge grider is 6m～10m.
4. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 2, is characterized in that: the distance of the upper and lower two-layer track of bank bridge grider is 7m.
5. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 1, it is characterized in that: bank bridge grider (2) is truss structure, bank bridge grider (2) comprises truss girder a(13) and truss girder b(14), truss girder a(13) with truss girder b(14) be parallel to each other and be connected by 3～15 saddle beams (15).
6. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 2, it is characterized in that: crossbeam latching device (7) comprises the positioning step (16) of being located at bank portal frame (1) inner side and the positioning and locking device (17) of being located at bank bridge grider (2) side, positioning and locking device (17) comprises the bearing (18) that is fixed on bank bridge grider (2) side, one end is articulated with the hydraulic thrust pull bar (19) of bearing (18), crossbeam radius stay (20) and the connecting rod (21) being hinged, crossbeam radius stay (20) one end and bearing (18) are hinged, near the termination of crossbeam radius stay (20) other end, be hinged with one end of the connecting rod (21) being hinged, hydraulic thrust pull bar (19) is hinged with the hinged place of the connecting rod (21) being hinged, the other end of the connecting rod (21) being hinged is hinged on bearing (18).
7. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 2, is characterized in that: the positioning and locking device (17) of being located at bank bridge grider (2) side is 4～32.
8. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 6, is characterized in that: the positioning and locking device (17) of being located at bank bridge grider (2) side is 4.
9. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 6, is characterized in that: the positioning and locking device (17) of being located at bank bridge grider (2) side is 8.
10. the bank bridge with lifting mode truss crossbeam and three dollies according to claim 1, is characterized in that: bank bridge grider (2) is 25m～65m with the range of the distance on ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420062921.6U CN203699710U (en) | 2014-02-11 | 2014-02-11 | Quayside container crane with elevating type truss girder and three trolleys |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420062921.6U CN203699710U (en) | 2014-02-11 | 2014-02-11 | Quayside container crane with elevating type truss girder and three trolleys |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203699710U true CN203699710U (en) | 2014-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420062921.6U Expired - Fee Related CN203699710U (en) | 2014-02-11 | 2014-02-11 | Quayside container crane with elevating type truss girder and three trolleys |
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| Country | Link |
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| CN (1) | CN203699710U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103818832A (en) * | 2014-02-11 | 2014-05-28 | 华电重工股份有限公司 | Quay crane with lifting-type truss crossbeam and three trolleys |
| CN107285208A (en) * | 2017-08-23 | 2017-10-24 | 上海振华重工(集团)股份有限公司 | Double main carriage bank bridges |
| CN109987514A (en) * | 2019-05-04 | 2019-07-09 | 华电重工股份有限公司 | Gantry crane trolley suspender finely tunes shift system |
-
2014
- 2014-02-11 CN CN201420062921.6U patent/CN203699710U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103818832A (en) * | 2014-02-11 | 2014-05-28 | 华电重工股份有限公司 | Quay crane with lifting-type truss crossbeam and three trolleys |
| CN107285208A (en) * | 2017-08-23 | 2017-10-24 | 上海振华重工(集团)股份有限公司 | Double main carriage bank bridges |
| CN109987514A (en) * | 2019-05-04 | 2019-07-09 | 华电重工股份有限公司 | Gantry crane trolley suspender finely tunes shift system |
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| TR01 | Transfer of patent right |
Effective date of registration: 20211022 Address after: 100160 8th floor, building 1, yard 6, East Road, Automobile Museum, Fengtai District, Beijing Patentee after: Huadian Lanke Technology Co.,Ltd. Address before: 100071 Building 2, No. 9, Haiying Road, Science City, Fengtai District, Beijing Patentee before: HUADIAN HEAVY INDUSTRIES Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 |
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| CF01 | Termination of patent right due to non-payment of annual fee |