CN204238211U - Fender post construction reinforcing cage aperture installing rack below high-voltage line - Google Patents
Fender post construction reinforcing cage aperture installing rack below high-voltage line Download PDFInfo
- Publication number
- CN204238211U CN204238211U CN201420731872.0U CN201420731872U CN204238211U CN 204238211 U CN204238211 U CN 204238211U CN 201420731872 U CN201420731872 U CN 201420731872U CN 204238211 U CN204238211 U CN 204238211U
- Authority
- CN
- China
- Prior art keywords
- reinforcing cage
- fender post
- connection joint
- voltage line
- aperture
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses fender post construction reinforcing cage aperture installing rack below a kind of high-voltage line, comprise four and prop up the column directly over the aperture standing in constructed fender post stake holes, multiple reinforcing bar cage hoisting equipment being laid in the level connection joint framework on four described columns from top to bottom and lifting the reinforcing cage of constructed fender post respectively, the paired reinforcing cage of multiple level connection joint frame set carries out the assembling steel reinforcement cage platform assembled; The square frame of level connection joint framework equal Wei You tetra-road connecting reinforcement composition, by upper multiple respectively to the support member that multiple level connection joint framework supports to being arranged with on every root post, support member includes two steel pipe sections; Reinforcing bar cage hoisting equipment comprises the lifting appliance that four are arranged on four root post bottoms respectively.The utility model structure is simple, reasonable in design, it is little to take up room and processing and fabricating and use easy and simple to handle, result of use good, can directly above stake holes aperture, fender post reinforcing cage be assembled and be lifted and transfer.
Description
Technical field
The utility model relates to a kind of installing rack, especially relates to fender post construction reinforcing cage aperture installing rack below a kind of high-voltage line.
Background technology
When the foundation ditch of main structure of subway station is constructed, need to construct outside agent structure foundation ditch space enclosing structure, and usually adopt the space enclosing structure that fender post (as manually digging hole filling pile etc.) and interior bracing members are used in combination, the long base plate buried depth by station agent structure of stake of fender post of constructing determine., pipeline numerous for station narrow field, abovegrade piping move change difficulty and building more main structure of subway station foundation ditch in all sides is constructed time, narrow and small by construction plant, pipeline is many and move and change the factors such as difficulty, housing demolition be slow and affect, station main structure construction is difficult to rapid deployment, when especially having high-voltage line above construction plant, change high-voltage line if do not moved, then the normal lifting of fender post reinforcing cage is then difficult to carry out.Time construction in a subway station as being about 16m to base plate buried depth, the bracing of foundation pit of this station agent structure adopts diameter be Φ 2m and be about the fender post of 18m, the construction plant of this present position, station is narrow and small, pipeline is many and move and change difficulty, and there is 10kV power line directly over the fender post of side, station, this power line height 12m, directly affects the normal lifting of fender post reinforcing cage.For completing the fender post construction of station agent structure as early as possible, when do not move change high-voltage line, need design that a kind of structure is simple, reasonable in design, take up room little and processing and fabricating and use fender post construction reinforcing cage aperture installing rack below easy and simple to handle, that result of use is good high-voltage line, can directly above stake holes aperture, fender post reinforcing cage be assembled and be lifted and transfer.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, fender post construction reinforcing cage aperture installing rack below a kind of high-voltage line is provided, its structure is simple, reasonable in design, it is little to take up room and processing and fabricating and use easy and simple to handle, result of use good, can directly above stake holes aperture, fender post reinforcing cage be assembled and be lifted and transfer.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: fender post construction reinforcing cage aperture installing rack below a kind of high-voltage line, it is characterized in that: comprise four and prop up the column above the aperture standing in constructed fender post stake holes, multiple reinforcing bar cage hoisting equipment being laid in the level connection joint framework on four described columns from top to bottom and lifting the reinforcing cage of constructed fender post respectively, the paired described reinforcing cage of multiple described level connection joint frame set carries out the assembling steel reinforcement cage platform assembled and it is all positioned at directly over the aperture of stake holes; Described reinforcing cage is formed by connecting by multiple reinforcing cage sections, and multiple described reinforcing cage sections is from top to bottom laid and its identical length is same; Four described columns are in the vertical vertical steel pipe to laying, four described columns are laid on foursquare four summits respectively and spacing between adjacent two described columns is greater than the aperture of described stake holes, and the length of four described columns is all not less than the length of described reinforcing cage sections and its length is all less than the setting height(from bottom) of high-voltage line above constructed fender post stake holes; The structure of multiple described level connection joint framework is all identical, and each described level connection joint framework equal Wei You tetra-road is laid in the square frame of the connecting reinforcement composition in same level; By upper multiple respectively to the support member that multiple described level connection joint framework supports to being arranged with on column described in every root, the structure of multiple described support member is all identical; Each described support member includes two respectively to the steel pipe sections that two described connecting reinforcements adjacent in level connection joint framework support, two described steel pipe sections to be all weldingly fixed on column lateral wall and the two all in vertically to laying, two described steel pipe sections are laid on the same water surface and the two and residing column are laid on three summits of an isosceles right triangle respectively; The two ends of connecting reinforcement described in per pass are separately fixed on steel pipe sections set on adjacent two described columns; Described reinforcing bar cage hoisting equipment comprises the lifting appliance that four are arranged on four described column bottoms respectively, and four described lifting appliances are all laid in same level; Multiple described level connection joint framework is in evenly laying.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, is characterized in that: described lifting appliance is jack.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, it is characterized in that: the structure of four described columns is all identical with size, the length of described column is 5.5m ~ 6.5m and its diameter is Φ 90mm ~ Φ 110mm, and the diameter of described connecting reinforcement is Φ 20mm ~ Φ 30mm.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, it is characterized in that: the structure of all support members set on four described columns is all identical with size, and the length of described steel pipe sections is 15cm ~ 25cm and its diameter is Φ 45mm ~ Φ 55mm.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, is characterized in that: the spacing of described lifting appliance and institute's installation column bottom is 1.2m ~ 1.8m.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, it is characterized in that: the aperture of described stake holes is Φ 1m ~ Φ 1.5m, spacing between adjacent two described columns is 1.8m ~ 2.2m, and the spacing between neighbouring two described level connection joint frameworks is 0.8m ~ 1.2m.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, it is characterized in that: the two ends of connecting reinforcement described in per pass are inserted on steel pipe sections set on adjacent two described columns respectively, the sidewall of described steel pipe sections have the horizontal jack for connecting reinforcement plug-in mounting.
Fender post construction reinforcing cage aperture installing rack below above-mentioned high-voltage line, is characterized in that: described column is coating steel pipe.
The utility model compared with prior art has the following advantages:
1, simple, the reasonable in design and processing and fabricating of structure and install and lay easy, easy accessibility, input cost is lower.
2, take up room little, reinforcing cage installation process is little by the restriction of all side ring borders, small space can be utilized to carry out operation, and can effectively be suitable for environment uses such as municipal administration, railways, change without the need to moving pipeline, all side structure things etc., can suitably save move change, the expense such as removal, and effectively can save the duration.
3, use easy and simple to handle and result of use good, can directly above stake holes aperture, fender post reinforcing cage be assembled and be lifted and transfer, so that easy, complete fender post reinforcing cage fast above stake holes aperture installation process.
In sum, the utility model structure is simple, reasonable in design, it is little to take up room and processing and fabricating and use easy and simple to handle, result of use good, can directly above stake holes aperture, fender post reinforcing cage be assembled and be lifted and transfer.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the installation position schematic diagram of the utility model level connection joint framework.
Fig. 3 is using state reference diagram of the present utility model.
Fig. 4 installs by the utility model the structural representation of reinforcing cage sections.
Fig. 5 is the installation position schematic diagram of stull steel pipe on the utility model level connection joint framework.
Description of reference numerals:
1-column; 2-level connection joint framework; 2-1-connecting reinforcement;
3-steel pipe sections; 4-stake holes; 5-jack;
6-hound; 7-oblique pull cable; 8-timber;
9-1-lengthways main steel bar; 9-2-spiral stirrup; 9-3-interior stirrup;
10-stull steel pipe.
Detailed description of the invention
As shown in Figure 1, Figure 2 and Figure 3, the utility model comprises four and props up the column 1 above the aperture standing in constructed fender post stake holes 4, multiple reinforcing bar cage hoisting equipment being laid in the level connection joint framework 2 on four described columns 1 from top to bottom and lifting the reinforcing cage of constructed fender post respectively, and multiple described level connection joint framework 2 forms the assembling steel reinforcement cage platform assembled described reinforcing cage and it is all positioned at directly over the aperture of stake holes 4.Described reinforcing cage is formed by connecting by multiple reinforcing cage sections, and multiple described reinforcing cage sections is from top to bottom laid and its identical length is same.Four described columns 1 are in the vertical vertical steel pipe to laying, four described columns 1 are laid on foursquare four summits respectively and spacing between adjacent two described columns 1 is greater than the aperture of described stake holes, and the length of four described columns 1 is all not less than the length of described reinforcing cage sections and its length is all less than the setting height(from bottom) of high-voltage line above constructed fender post stake holes 4.The structure of multiple described level connection joint framework 2 is all identical, and each described level connection joint framework 2 all Wei You tetra-road is laid in the square frame of the connecting reinforcement 2-1 composition in same level.By upper multiple respectively to the support member that multiple described level connection joint framework 2 supports to being arranged with on column 1 described in every root, the structure of multiple described support member is all identical.Each described support member includes two respectively to the steel pipe sections 3 that two described connecting reinforcement 2-1 adjacent in level connection joint framework 2 support, two described steel pipe sections 3 to be all weldingly fixed on column 1 lateral wall and the two all in vertically to laying, two described steel pipe sections 3 are laid on the same water surface and the two and residing column 1 are laid on three summits of an isosceles right triangle respectively.The two ends of connecting reinforcement 2-1 described in per pass are separately fixed on steel pipe sections 3 set on adjacent two described columns 1.Described reinforcing bar cage hoisting equipment comprises the lifting appliance that four are arranged on four described column 1 bottoms respectively, and four described lifting appliances are all laid in same level.Multiple described level connection joint framework 2 is in evenly laying.
In the present embodiment, described lifting appliance is jack 5.
Actually add man-hour, the structure of four described columns 1 is all identical with size, and the length of described column 1 is 5.5m ~ 6.5m and its diameter is Φ 90mm ~ Φ 110mm, and the diameter of described connecting reinforcement 2-1 is Φ 20mm ~ Φ 30mm.The structure of all support members set on four described columns 1 is all identical with size, and the length of described steel pipe sections 3 is 15cm ~ 25cm and its diameter is Φ 45mm ~ Φ 55mm.
Further, the aperture of described stake holes 4 is Φ 1m ~ Φ 1.5m, and the spacing between adjacent two described columns 1 is 1.8m ~ 2.2m, and the spacing between neighbouring two described level connection joint frameworks 2 is 0.8m ~ 1.2m.
In the present embodiment, described column 1 is coating steel pipe, and the length of described column 1 is 6m and its diameter is 100mm, and the diameter of described connecting reinforcement 2-1 is Φ 25mm.The length of described steel pipe sections 3 is 20cm and its diameter is Φ 48mm.The aperture of described stake holes 4 is Φ 1.2m, and the spacing between adjacent two described columns 1 is 2m, and the spacing between neighbouring two described level connection joint frameworks 2 is 1m.
During practice of construction, can according to specific needs, the spacing between the spacing between the length of described column 1 and diameter, the diameter of connecting reinforcement 2-1, the length of steel pipe sections 3 and diameter, adjacent two described columns 1 and neighbouring two described level connection joint frameworks 2 is adjusted accordingly.
In the present embodiment, the quantity of described level connection joint framework 2 is 6.The level connection joint framework 2 being positioned at bottommost in 6 described level connection joint frameworks 2 is under(-)chassis, and the vertical spacing of described under(-)chassis and four described column 1 bottoms is 0.5m.
During actual installation, the spacing of described lifting appliance and institute's installation column 1 bottom is 1.2m ~ 1.8m.
In the present embodiment, the spacing of described lifting appliance and institute's installation column 1 bottom is 1.5m.
In the present embodiment, the two ends of connecting reinforcement 2-1 described in per pass are inserted on steel pipe sections 3 set on adjacent two described columns 1 respectively, the sidewall of described steel pipe sections 3 have the horizontal jack for connecting reinforcement 2-1 plug-in mounting.
As shown in Figure 3, during actual use, for guaranteeing stability of the present utility model, also need to arrange four respectively to the hound 6 that four described columns 1 support, four described hounds 6 are all laid in same level, and hound 6 described in every root and the angle between institute's support post 1 are 40 ° ~ 50 °.
In the present embodiment, hound 6 described in every root and the angle between institute's support post 1 are 45 °, and hound 6 upper end described in every root and the vertical spacing between its support post 1 bottom are 4m.
Meanwhile, for preventing the utility model from toppling, also need laying four road respectively to the oblique pull cable 7 that four described columns 1 are fixed.During practice of construction, the upper end difference colligation of oblique pull cable 7 described in four roads is on four described column 1 tops and colligation is distinguished on the timber 8 inserting below ground in lower end.
In the present embodiment, 6 described level connection joint frameworks 2 are respectively the first connecting frame, the second connecting frame, the 3rd connecting frame, the 4th connecting frame, the 5th connecting frame and the 6th connecting frame from top to bottom, and wherein said 6th connecting frame is described under(-)chassis.
As shown in Figure 4, each described reinforcing cage sections includes the lengthways main steel bar 9-1 that multiple tracks is along the circumferential direction laid, be fixed on the interior stirrup 9-3 that spiral stirrup 9-2 outside lengthways main steel bar 9-1 described in multiple tracks and multiple tracks are laid from top to bottom, lengthways main steel bar 9-1 described in multiple tracks all lays along the length direction of constructed fender post, in described in multiple tracks, stirrup 9-3 is all in parallel laying and it is all vertical runs with lengthways main steel bar 9-1, lengthways main steel bar 9-1 described in per pass is fixedly connected with welding manner with between stirrup 9-3 interior described in spiral stirrup 9-2 and multiple tracks, described in the multiple tracks of neighbouring two described reinforcing cage sections, lengthways main steel bar 9-1 is all fastenedly connected and is integrated.
When adopting the utility model to install reinforcing cage, first on the first connecting frame with the 3rd connecting frame, two stull steel pipes 10 in parallel laying are fixed in colligation respectively, stull steel pipe described in twice all in parallel laying and the two be all laid in same level, refer to Fig. 5; Afterwards, stull steel pipe 10 described in the twice on the first connecting frame and the 3rd connecting frame is distinguished stirrup 9-3 in described in the upper and lower twice of colligation, described interior stirrup 9-3 horizontal positioned; Again multiple tracks lengthways main steel bar 9-1 is welded on stirrup 9-3 in described in twice, then all the other reinforcing bars of current assembled reinforcing cage sections are assembled; After having assembled, remove stull steel pipe 10 described in the twice on the first connecting frame and the 3rd connecting frame, and adopt reinforcing bar cage hoisting equipment to lift the reinforcing cage sections assembled; Afterwards, a upper reinforcing cage sections is assembled, and to a upper reinforcing cage sections, the multiple tracks lengthways main steel bar 9-1 of this reinforcing cage sections is fastenedly connected with the multiple tracks lengthways main steel bar 9-1 of the next reinforcing cage sections assembled respectively; Like this, after repeatedly assembling, until complete the assembling process of multiple reinforcing cage sections, and the reinforcing bar cage hoisting assembled is transferred and put in place.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (8)
1. fender post construction reinforcing cage aperture installing rack below a high-voltage line, it is characterized in that: comprise four and prop up the column (1) above the aperture standing in constructed fender post stake holes (4), multiple reinforcing bar cage hoisting equipment being laid in the level connection joint framework (2) on four described columns (1) from top to bottom and the reinforcing cage of constructed fender post is lifted respectively, the assembling steel reinforcement cage platform that multiple described level connection joint framework (2) composition is assembled described reinforcing cage and it is all positioned at directly over the aperture of stake holes (4); Described reinforcing cage is formed by connecting by multiple reinforcing cage sections, and multiple described reinforcing cage sections is from top to bottom laid and its identical length is same; Four described columns (1) are in the vertical vertical steel pipe to laying, four described columns (1) are laid on foursquare four summits respectively and spacing between adjacent two described columns (1) is greater than the aperture of stake holes (4), and the length of four described columns (1) is all not less than the length of described reinforcing cage sections and its length is all less than the setting height(from bottom) of constructed fender post stake holes (4) top high-voltage line; The structure of multiple described level connection joint framework (2) is all identical, and equal Wei You tetra-road of each described level connection joint framework (2) is laid in the square frame that the connecting reinforcement (2-1) in same level forms; By upper multiple respectively to the support member that multiple described level connection joint framework (2) supports to being arranged with on column (1) described in every root, the structure of multiple described support member is all identical; Each described support member includes two respectively to the steel pipe sections (3) that two described connecting reinforcements (2-1) adjacent in level connection joint framework (2) support, two described steel pipe sections (3) to be all weldingly fixed on column (1) lateral wall and the two all in vertically to laying, two described steel pipe sections (3) are laid on the same water surface and the two and residing column (1) are laid on three summits of an isosceles right triangle respectively; The two ends of connecting reinforcement described in per pass (2-1) are separately fixed on the upper set steel pipe sections (3) of adjacent two described columns (1); Described reinforcing bar cage hoisting equipment comprises the lifting appliance that four are arranged on four described column (1) bottoms respectively, and four described lifting appliances are all laid in same level; Multiple described level connection joint framework (2) is in evenly laying.
2. according to fender post construction reinforcing cage aperture installing rack below high-voltage line according to claim 1, it is characterized in that: described lifting appliance is jack (5).
3. according to the reinforcing cage aperture installing rack of fender post construction below the high-voltage line described in claim 1 or 2, it is characterized in that: the structure of four described columns (1) is all identical with size, the length of described column (1) is 5.5m ~ 6.5m and its diameter is Φ 90mm ~ Φ 110mm, and the diameter of described connecting reinforcement (2-1) is Φ 20mm ~ Φ 30mm.
4. according to fender post construction reinforcing cage aperture installing rack below high-voltage line according to claim 3, it is characterized in that: the structure of four upper set all support members of described column (1) is all identical with size, and the length of described steel pipe sections (3) is 15cm ~ 25cm and its diameter is Φ 45mm ~ Φ 55mm.
5. according to fender post construction reinforcing cage aperture installing rack below high-voltage line according to claim 3, it is characterized in that: the spacing of described lifting appliance and institute installation column (1) bottom is 1.2m ~ 1.8m.
6. according to the reinforcing cage aperture installing rack of fender post construction below the high-voltage line described in claim 1 or 2, it is characterized in that: the aperture of described stake holes (4) is Φ 1m ~ Φ 1.5m, spacing between adjacent two described columns (1) is 1.8m ~ 2.2m, and the spacing between neighbouring two described level connection joint frameworks (2) is 0.8m ~ 1.2m.
7. according to the reinforcing cage aperture installing rack of fender post construction below the high-voltage line described in claim 1 or 2, it is characterized in that: the two ends of connecting reinforcement described in per pass (2-1) are inserted on the upper set steel pipe sections (3) of adjacent two described columns (1) respectively, the sidewall of described steel pipe sections (3) have the horizontal jack for connecting reinforcement (2-1) plug-in mounting.
8. according to the reinforcing cage aperture installing rack of fender post construction below the high-voltage line described in claim 1 or 2, it is characterized in that: described column (1) is coating steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731872.0U CN204238211U (en) | 2014-11-30 | 2014-11-30 | Fender post construction reinforcing cage aperture installing rack below high-voltage line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731872.0U CN204238211U (en) | 2014-11-30 | 2014-11-30 | Fender post construction reinforcing cage aperture installing rack below high-voltage line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238211U true CN204238211U (en) | 2015-04-01 |
Family
ID=52767724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420731872.0U Expired - Fee Related CN204238211U (en) | 2014-11-30 | 2014-11-30 | Fender post construction reinforcing cage aperture installing rack below high-voltage line |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238211U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567383A (en) * | 2016-11-09 | 2017-04-19 | 中交路桥建设有限公司 | Movable type lowering frame and lowering method for heavy reinforcement cages |
-
2014
- 2014-11-30 CN CN201420731872.0U patent/CN204238211U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567383A (en) * | 2016-11-09 | 2017-04-19 | 中交路桥建设有限公司 | Movable type lowering frame and lowering method for heavy reinforcement cages |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204780986U (en) | Shaped steel frame reinforcing bar support frame | |
| CN204266194U (en) | Fender post construction reinforcing cage installation structure below a kind of high-voltage line | |
| CN204238211U (en) | Fender post construction reinforcing cage aperture installing rack below high-voltage line | |
| CN104818729B (en) | Can be for the mutual foundation of big or small tower crane conversion | |
| CN205224080U (en) | Cup -shaped basic construction structures of contact net | |
| CN203213019U (en) | Cast-in-situ construction bracket system of long cantilever bent cap | |
| CN204940874U (en) | For the servicing unit of beam column core space reinforcement installation | |
| CN103821136A (en) | Suspended single row scaffold and construction method thereof | |
| CN203097253U (en) | Elevator shaft triangular support type formwork platform | |
| CN204311467U (en) | Pre-embedded bolt mould | |
| CN203846512U (en) | Supporting device for long edges of strip-shaped and rectangular foundation pit | |
| CN217328763U (en) | Counter-force support system for pipe jacking construction | |
| CN204662486U (en) | Can for the mutual foundation of size tower crane conversion | |
| CN204225503U (en) | Large span steel truss high altitude bulk conversion beam moulding bed | |
| CN203878563U (en) | Suspended single-row scaffold | |
| CN210173529U (en) | Fixing device is deposited to reinforcing bar for construction | |
| CN201128882Y (en) | Lifting and supporting brackets integrated construction device for bridge arch rib | |
| CN203429557U (en) | Anchor pole back beam applied to underpass bridge jacking construction | |
| CN203795824U (en) | Suspension type fastener scaffold erecting device | |
| CN202644562U (en) | Tower crane formed by foundation beam | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN204282920U (en) | A kind of communication tower being furnished with spliced pedestal | |
| CN204456164U (en) | A kind of spliced pedestal of communication tower | |
| CN220985255U (en) | Novel underground pipeline suspension protection frame | |
| CN206053345U (en) | A kind of pump line support meanss |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150401 Termination date: 20161130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |