CN207063522U - A kind of frame column high-supported formwork - Google Patents
A kind of frame column high-supported formwork Download PDFInfo
- Publication number
- CN207063522U CN207063522U CN201721057882.0U CN201721057882U CN207063522U CN 207063522 U CN207063522 U CN 207063522U CN 201721057882 U CN201721057882 U CN 201721057882U CN 207063522 U CN207063522 U CN 207063522U
- Authority
- CN
- China
- Prior art keywords
- template
- diagonal brace
- steel pipe
- frame column
- steel band
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 104
- 239000010959 steel Substances 0.000 claims abstract description 104
- 239000010410 layer Substances 0.000 claims description 10
- 230000001105 regulatory Effects 0.000 claims description 10
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 239000011241 protective layer Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 230000002459 sustained Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 11
- 230000002787 reinforcement Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000003014 reinforcing Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 230000002708 enhancing Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Abstract
The utility model discloses a kind of frame column high-supported formwork, the template being stitched together including several, the stitching portion of the template is provided with fixation kit, the fixation kit is coated on the steel band of the stitching portion of the template, is arranged on the steel band both ends and for driving the fixture that steel band is pushed against on the template outer wall, the utility model has advantages below and effect：This programme utilizes new mechanical structure, and having makes steel band be not easy to glide, and makes the effect that template is fixed of steel band long period, reaches and be not easy the purpose for influenceing operating efficiency.
Description
Technical field
A kind of building form is the utility model is related to, more specifically, it relates to a kind of frame column high-supported formwork.
Background technology
High-supported formwork refers to form erecting operation when formwork is highly more than or equal to 8m, and the installation procedure of frame column high-supported formwork is：
Formwork, matched moulds, reinforcing, column cap reinforcing and form removal, frame column is poured out by template.
At present, as shown in Figure 1, the form of construction work of frame column high-supported formwork is, by concrete reinforcement place on the ground,
The upper polylith template 6 of the week side of boss cladding of concrete steel ledges, polylith template 6 surrounds cylinder, by fastening hoop 7 to polylith template 6
It is fixed, in the outside build support frame 8 of template 6, template 6 is further fixed.But deposited between fastening hoop 7 and template 6
In certain space, the easy slide downward under gravity of fastening hoop 7, fastening hoop 7 is caused to be difficult to consolidate template 6
It is fixed, cause easily separated between template 6, easily make Concrete Leakage in the cast of concrete, influence the cast of concrete, reduce
Operating efficiency.
Utility model content
In view of the deficienciess of the prior art, the utility model is to provide a kind of frame column high-supported formwork, having makes steel band
It is not easy to glide, makes the effect that template is fixed of steel band long period, reach and be not easy the purpose for influenceing operating efficiency.
To achieve the above object, the utility model provides following technical scheme：A kind of frame column high-supported formwork, including it is some
The individual template being stitched together, the stitching portion of the template are provided with fixation kit, and the fixation kit is coated on described
The steel band of the stitching portion of template, it is arranged on the steel band both ends and the fixation for driving steel band to be pushed against on the template outer wall
Part.
By using above-mentioned technical proposal, fixture drives steel band to be pushed against on the outer wall of template, steel band is not easy from mould
Slid on plate, steel band is located at the stitching portion of template again, makes to be not easy to loosen between template, enhances the fixed effect to template, make
Concrete is not easy, from stitching portion seepage, to be not easy to reduce operating efficiency.
The utility model is further arranged to：The fixture includes being fixedly connected on first fixation of described steel band one end
Block, the second fixed block for being fixedly connected on the steel band other end, it is arranged between first fixed block and the second fixed block and uses
In the regulating part for adjusting spacing between the two.
By using above-mentioned technical proposal, regulating part can adjust the distance between the first fixed block and the second fixed block, make
First fixed block and the second fixed block can be close to each other or remote, when the first fixed block and the second fixed block are in the effect of regulating part
Under it is adjacent to each other when, steel band is more closely coated on the outer wall of template, and template is fixed.When the first fixed block and second
For fixed block when in the presence of regulating part away from each other, steel band leaves template, facilitates template to dismantle.
The utility model is further arranged to：The regulating part is included through first fixed block and the second fixed block
Bolt, the nut being connected with the bolt thread.
By using above-mentioned technical proposal, bolts and nuts connection, worker fixes the position of nut, screwing bolts, i.e.,
The first fixed block and the second fixed block can be made adjacent to each other, make the reduced radius of steel band, template is fixed, unscrew bolt,
The first fixed block and the second fixed block can be made away from each other, make the increasing radius of steel band, release the fixation to template.
The utility model is further arranged to：The nut is entrenched in second fixed block away from first fixed block
Side.
By using above-mentioned technical proposal, nut is entrenched on the second fixed block, makes worker without entering to the position of nut
Row is fixed, it is only necessary to bolt is operated, improves work task efficiency.
The utility model is further arranged to：The template composition template layer of several sustained heights, two neighboring institute
State the template mutual dislocation between template layer.
By using above-mentioned technical proposal, the formwork parts mutual dislocation of two neighboring template layer, make two neighboring template layer
Between splicing it is more firm, reduce the probability that template comes off.
The utility model is further arranged to：The support member include installation several vertical rods on the ground, several
Horizon bar in the vertical rod is fixedly connected on by clip, the middle part outer wall of the horizon bar supports with the template outer wall
Touch, length direction distribution of the horizon bar along the vertical rod.
By using above-mentioned technical proposal, the outer wall of horizon bar and template is contradicted, and vertical rod is supported to horizon bar, makes water
The position to template that flat bar can relatively be stablized is defined, and is reduced template and is loosened probability.
The utility model is further arranged to：Be provided between the template and the horizon bar both sides and the template and
The flitch that horizon bar pushes against and is available for steel band to pass through.
By using above-mentioned technical proposal, the both sides of flitch push against respectively at template and horizon bar, template has been carried out compared with
Reinforced to be effective, flitch is available for steel band to pass through, makes steel band be not easy to influence the fixed effect of flitch, flitch can enter to steel band again again
Row is spacing.
The utility model is further arranged to：It is provided with the ground for being supported to the horizon bar and flitch
Support component, the support component includes one end and ground and pushes against the horizon bar of the other end and higher-end pushes against first
Steel pipe diagonal brace, one end and ground push against the other end and pushed against with the second steel pipe diagonal brace, one end and the ground pushed against in the middle part of the flitch
The 3rd steel pipe diagonal brace that the other end and the horizon bar of lower end push against, the first steel pipe diagonal brace, the second steel pipe diagonal brace, the
Three one end of steel pipe diagonal brace away from the template are mutually hinged.
By using above-mentioned technical proposal, the first steel pipe diagonal brace, the second steel pipe diagonal brace and the 3rd steel pipe diagonal brace are to horizon bar
It is supported with flitch, makes flitch and horizon bar not easily shifted, further steel bar and template are fixed, reduce mould
The probability that plate loosens.
The utility model is further arranged to：The first steel pipe diagonal brace, the second steel pipe diagonal brace, the 3rd steel pipe diagonal brace are close
One end of the template is fixedly connected with the Anti-skid sheet for being pushed against on the horizon bar or flitch.
By using above-mentioned technical proposal, Anti-skid sheet can increase the first steel pipe diagonal brace, the second steel pipe diagonal brace, the 3rd steel pipe
Frictional force between diagonal brace and flitch, horizon bar, it is not easy the first steel pipe diagonal brace, the second steel pipe diagonal brace, the 3rd steel pipe diagonal brace
Slided on flitch, horizon bar, enhance support effect.
The utility model is further arranged to：Side of the template away from the steel band sets protective layer, the protection
Layer is formed for epoxy resin coated in the template surface.
By using above-mentioned technical proposal, diaphragm is epoxy resin, because epoxy resin is organic compound, be not easy with
Cementing, make what template can be faster after theing cement solidifies to be come off from cement, improve operating efficiency.
In summary, the utility model has the advantages that：
1st, by the way of the template mutual dislocation between two neighboring template layer, reached and relatively moved between reduction template
Effect, template is not easy loose or dislocation；
2nd, using steel band and fixture, make the stitching portion of template more firm, make steel band be not easy to slide, having reached does not influence
The effect of operating efficiency；
3rd, using support member, flitch and support component, further restriction and reinforcing has been carried out to steel band and template, made template
Loose or dislocation is not easy, has reached the effect for not influenceing operating efficiency.
Brief description of the drawings
Fig. 1 is the attachment structure schematic diagram of support frame and fastening hoop in the prior art；
Fig. 2 is external structure schematic diagram of the present utility model；
Fig. 3 is enlarged drawing at Fig. 2 A.Embody the attachment structure of fixation kit；
Fig. 4 is to embody the attachment structure schematic diagram between template.
Reference：1st, template；11st, protective layer；12nd, template layer；2nd, fixation kit；21st, steel band；22nd, fixture；221、
First fixed block；222nd, the second fixed block；223rd, bolt；224th, nut；225th, hole is passed through；226th, standing groove；23rd, regulating part；
3rd, support member；31st, vertical rod；32nd, horizon bar；33rd, clip；4th, flitch；41st, steel band groove；5th, support component；51st, the first steel pipe
Diagonal brace；52nd, the second steel pipe diagonal brace；53rd, the 3rd steel pipe diagonal brace；54th, Anti-skid sheet；6th, template；7th, fastening hoop；8th, support frame.
Embodiment
The utility model is described further referring to the drawings.
As shown in Figure 2 and Figure 4, a kind of frame column high-supported formwork, including multiple curved templates 1, on the inner concave of template 1
Matcoveredn 11 is set, and protective layer 11 is that epoxy resin is formed coated in the surface of template 1.The template 1 of sustained height constitutes mould
Flaggy 12, the dislocation splicing of template 1 in two neighboring template layer 12, the lower end of the template 1 on upper strata and two of lower floor it is adjacent
The upper end of template 1 pushes against, and multiple templates 1 to connect that misplace, which are formed, columned pours model.As shown in Figures 2 and 3, upper strata
The dislocation stitching portion of template 1 and the template 1 of lower floor is provided with fixation kit 2, and fixation kit 2 includes steel band 21 and fixture 22,
Fixture 22 includes the first fixed block 221, the second fixed block 222 and regulating part 23, and regulating part 23 includes bolt 223 and nut
224, steel band 21 is coated on the dislocation stitching portion of template 1 and template 1, and one end of steel band 21 is fixedly connected with above-mentioned first fixed block
221, the other end is fixedly connected with above-mentioned second fixed block 222, is offered on the first fixed block 221 and the second fixed block 222
Axle center on the same line by hole 225, slidably connect above-mentioned bolt 223 along the length direction by hole 225, second is solid
Determine side of the block 222 away from the first fixed block 221 and offer standing groove 226, nut 224 is located in standing groove 226 and and bolt
223 threaded connections.Nut 224 can be put into standing groove 226 by worker, make the first fixed block 221 and by rotating bolt 223
Two fixed blocks 222 are close to each other, steel band 21 is more firmly coated on the outer wall of template 1.
Support member 3 is provided with ground, support member 3 includes multiple vertical rods 31 and multiple horizon bars 32, and vertical rod 31 is arranged on
On ground, it is vertically arranged, horizon bar 32 is fixedly connected with vertical rod 31 by clip 33 and is distributed along the length direction of vertical rod 31,
Form cuboid framework.Flitch 4 is provided between horizon bar 32 and the outer wall of template 1, flitch 4 is vertically arranged, and flitch 4 is towards template
1 side contradicts with the outer wall of template 1 and offers the steel band groove passed through for steel band 21 at template 1 and the cladding of steel band 21
41, flitch 4 contradicts towards the outer wall of the side of horizon bar 32 and horizon bar 32.Flitch 4 is defined to the position of steel band 21,
Steel band 21 is set to be not easy to slide from template 1.
It is provided with support component 5 on ground, support component 5 includes the first steel pipe diagonal brace 51, the second steel pipe diagonal brace 52 and the
Three steel pipe diagonal braces 53, the first steel pipe diagonal brace 51, the second steel pipe diagonal brace 52, the 3rd one end of steel pipe diagonal brace 53 away from template 1 pass through
Bearing pin is hinged, and the first steel pipe diagonal brace 51, the second steel pipe diagonal brace 52, the 3rd steel pipe diagonal brace 53 are close to the end of one end of template 1
Anti-skid sheet 54 is fixedly connected with face, Anti-skid sheet 54 is made of rubber.One end of first steel pipe diagonal brace 51 contradicts with ground,
The outer wall of the other end and the horizon bar of higher-end 32 away from the side of template 1 is contradicted, and one end of the second steel pipe diagonal brace 52 is supported with ground
Touch, the other end contradicts with outer wall of the middle part of flitch 4 away from the side of template 1, and one end and the ground of the 3rd steel pipe diagonal brace 53 contradict, separately
Outer wall of the horizon bar 32 of one end and lower end away from the side of template 1 contradicts.First steel pipe diagonal brace 51, the and of the second steel pipe diagonal brace 52
3rd steel pipe diagonal brace 53 is further supported to horizon bar 32 and flitch 4, makes flitch 4 and support component 5 be not easy to leave steel
Band 21.
In summary, worker first places concrete reinforcement on the ground, and template 1 is misplaced splicing, is spliced into cylinder
The dislocation stitching portion for pouring model, steel band 21 being coated on to template 1, tighten up steel band 21 by rotating bolt 223, make steel band
Position between 21 pairs of templates 1 is defined, and enables template 1 is relatively stable to be located on concrete reinforcement.By vertical rod 31 and water
Flat bar 32 is arranged on around cast model, and flitch 4 is inserted between horizon bar 32 and template 1, make flitch 4 side it is outer
Wall and the outer wall of template 1 contradict, and the outer wall of opposite side contradicts with the outer wall of horizon bar 32, flitch 4 is played to steel band 21 necessarily
Reinforcement effect.Support component 5 is set on the ground, the first steel pipe diagonal brace 51, the second steel pipe diagonal brace 52, the 3rd steel pipe is oblique
Support 53 rotates along bearing pin, and the one end and ground for making the first steel pipe diagonal brace 51 contradict, and the horizon bar 32 of the other end and higher-end is remote
The outer wall of the side of template 1 contradicts, and one end and the ground of the second steel pipe diagonal brace 52 contradict, and the other end is with the middle part of flitch 4 away from template 1
The outer wall of side contradicts, and one end and the ground of the 3rd steel pipe diagonal brace 53 contradict, and the horizon bar 32 of the other end and lower end is away from mould
The outer wall of the side of plate 1 is contradicted, and flitch 4 and horizon bar 32 are supported.Finally coagulation is inserted in the gap on template 1 Yu ground
Soil, gap is removed, afterwards pour concrete injection in model.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of frame column high-supported formwork, it is characterized in that：The template (1) being stitched together including several, the spelling of the template (1)
The place of connecing is provided with fixation kit (2), the fixation kit (2) be coated on the stitching portion of the template (1) steel band (21),
It is arranged on the steel band (21) both ends and the fixture (22) for driving steel band (21) to be pushed against on the template (1) outer wall.
2. a kind of frame column high-supported formwork according to claim 1, it is characterized in that：The fixture (22) includes being fixedly connected
The first fixed block (221) in the steel band (21) one end, the second fixed block for being fixedly connected on steel band (21) other end
(222), it is arranged between first fixed block (221) and the second fixed block (222) and for adjusting spacing between the two
Regulating part (23).
3. a kind of frame column high-supported formwork according to claim 2, it is characterized in that：The regulating part is included through described first
The bolt (223) of fixed block (221) and the second fixed block (222), the nut (224) being threadedly coupled with the bolt (223).
4. a kind of frame column high-supported formwork according to claim 3, it is characterized in that：The nut (224) is entrenched in described
Side of two fixed blocks (222) away from first fixed block (221).
5. a kind of frame column high-supported formwork according to claim 1, it is characterized in that：The template of several sustained heights
(1) template layer (12) is formed, the template (1) mutual dislocation between the two neighboring template layer (12).
6. a kind of frame column high-supported formwork according to claim 1, it is characterized in that：It is provided with ground and the template (1)
The support member (3) that outer wall contradicts, the support member (3) includes installation several vertical rods (31) on the ground, several pass through
Clip (33) is fixedly connected on the horizon bar (32) in the vertical rod (31), the middle part outer wall of the horizon bar (32) with it is described
Template (1) outer wall contradicts, length direction distribution of the horizon bar (32) along the vertical rod (31).
7. a kind of frame column high-supported formwork according to claim 6, it is characterized in that：The template (1) and the horizon bar
(32) flitch (4) that both sides push against with the template (1) and horizon bar (32) and are available for steel band (21) to pass through is provided between.
8. a kind of frame column high-supported formwork according to claim 7, it is characterized in that：It is provided with ground for the level
The support component (5) that bar (32) or flitch (4) are supported, the support component (5) include one end and push against the other end with ground
The first steel pipe diagonal brace (51), one end and the ground pushed against with the horizon bar (32) of higher-end pushes against the other end and the flitch
(4) the second steel pipe diagonal brace (52), one end and the ground that middle part pushes against push against the other end and the horizon bar (32) of lower end supports
The 3rd tight steel pipe diagonal brace (53), the first steel pipe diagonal brace (51), the second steel pipe diagonal brace (52), the 3rd steel pipe diagonal brace (53) are remote
One end from the template (1) is mutually hinged.
9. a kind of frame column high-supported formwork according to claim 8, it is characterized in that：The first steel pipe diagonal brace (51), second
Steel pipe diagonal brace (52), the 3rd steel pipe diagonal brace (53) have been fixedly connected with described for being pushed against close to one end of the template (1)
Anti-skid sheet (54) on horizon bar (32) or flitch (4).
10. a kind of frame column high-supported formwork according to claim 1, it is characterized in that：The template (1) is away from the steel band
(21) side sets protective layer (11), and the protective layer (11) is epoxy resin coated in the remote steel of the template (1)
The surface of band (21) side is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057882.0U CN207063522U (en) | 2017-08-22 | 2017-08-22 | A kind of frame column high-supported formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057882.0U CN207063522U (en) | 2017-08-22 | 2017-08-22 | A kind of frame column high-supported formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063522U true CN207063522U (en) | 2018-03-02 |
Family
ID=61516668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721057882.0U CN207063522U (en) | 2017-08-22 | 2017-08-22 | A kind of frame column high-supported formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207063522U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756226A (en) * | 2018-05-23 | 2018-11-06 | 江苏无锡二建建设集团有限公司 | Circular columns template construction technique |
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
| CN110242043A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template package assembly |
-
2017
- 2017-08-22 CN CN201721057882.0U patent/CN207063522U/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756226A (en) * | 2018-05-23 | 2018-11-06 | 江苏无锡二建建设集团有限公司 | Circular columns template construction technique |
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
| CN110242043A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template package assembly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895318B (en) | Aluminum alloy template system and construction method of same | |
| CN102277959B (en) | Standard steel frame formwork system for concrete floor slabs and construction method thereof | |
| CN105317137B (en) | Precast wall body, wallboard and its construction method and prefabricated panel production method | |
| CN203961285U (en) | Concrete cylindrical regularization forming panel | |
| CN203394170U (en) | Prefabricated enclosing wall | |
| CN106284106B (en) | A kind of double curvature arch bridge arch compound sleeve arch reinforcement means | |
| CN108914965B (en) | Continuous construction method of aluminum alloy template for comprehensive pipe gallery | |
| CN104746422A (en) | Bridge prefabricated hollow pier column post-poured connecting structure and construction method | |
| CN101824800B (en) | Method for construction of bridge cast-in-situ pre-stressed concrete continuous beam | |
| CN203961284U (en) | A kind of concrete cylindrical regularization constructing structure | |
| CN205685510U (en) | A kind of fabricated shear wall model structure unitary mould | |
| CN105926935A (en) | Integral column formwork based on 3d printing and used for concrete pouring and column pouring method | |
| CN103334356B (en) | The dark beam slab pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
| CN106284653B (en) | A kind of construction method that balcony construct capital interspaces in advance | |
| CN107059920B (en) | Loess formation piping lane construction technology | |
| CN203022024U (en) | Integrally-movable formwork for pipe gallery cast-in-situ construction | |
| CN102383628B (en) | Construction device and construction method for post construction of depressing cone of silo structure | |
| CN105952154B (en) | A kind of concrete-pouring template stent | |
| CN201943045U (en) | Automatic-moving hydraulic cantilever gantry concrete placement device for wave wall | |
| CN202090605U (en) | Tool type floor evenness and floor slab negative reinforcement protecting layer control device | |
| CN107700533A (en) | A kind of box quick assembly and disassembly mould piping lane construction technology | |
| CN102220742A (en) | Construction method of deformable template of variable cross-section high pier | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN108468348B (en) | The porous piping lane construction technology of box quick assembly and disassembly mould | |
| CN107130791A (en) | Combining aluminum alloy mould plate is used for the construction method of assembly concrete precast construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20180822 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |