CN209555782U - A kind of truss I steel composite type bent cap anchor ear construction bracket - Google Patents
A kind of truss I steel composite type bent cap anchor ear construction bracket Download PDFInfo
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- CN209555782U CN209555782U CN201822252446.XU CN201822252446U CN209555782U CN 209555782 U CN209555782 U CN 209555782U CN 201822252446 U CN201822252446 U CN 201822252446U CN 209555782 U CN209555782 U CN 209555782U
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Abstract
The utility model belongs to pier cap beam technical field of construction more particularly to a kind of truss I steel composite type bent cap anchor ear construction bracket and its setting method.It mainly include anchor ear, load-bearing I-steel, distribution I-steel, steel truss, steel pipe, limit steel bed course, connector；The anchor ear is fastened in the setting height on pier stud by high-strength bolt；The steel truss frame body is in wing, and steel truss side root is fixed on anchor ear；The top of the steel truss is fixed on anchor ear bracket upper cover plate, and the lower part of steel truss is fixed on anchor ear bracket lower cover plate；The steel pipe level is welded on the steel truss of anchor ear two sides, and a pair of of Welding steel truss of anchor ear two sides is whole by steel pipe；The load-bearing I-steel is arranged on steel truss, and anchor ear two sides are each provided with a steel truss；Steel truss is added (i.e. at the bracket of anchor ear) at the support of load-bearing I-steel, the stress at load-bearing I-shaped bridle iron is reduced, is more uniformly stressed it, improves safety coefficient.
Description
Technical field
The utility model belongs to pier cap beam technical field of construction more particularly to a kind of truss I steel composite type bent cap is embraced
Bind round construction bracket.
Background technique
Since pier cap beam is higher from the ground, building for all round victory construction bracket needs more material and time, and right
It is higher in the bearing capacity of ground, therefore gradually replaced by bent cap anchor ear construction method.Bent cap Hold Hoop method uses high-strength bolt by anchor ear hoop
On pier stud, support of the I-steel as template is set up on the bracket of anchor ear.This method has time-consuming shorter, and wants to ground
The advantages that asking not high, not influencing traffic, but there is also following disadvantages:
It laterally topples 1. the I-steel being erected on anchor ear bracket is easy to happen.Existing more method is in two I-shapeds
It is connected with Screw arbor with nut at both-ends across I-steel web between steel, inside steel pipe support, split bolt passes through steel pipe.But in I-steel abdomen
It perforates on plate, it is possible to stress concentration can be generated, reduce the bearing capacity of I-steel.
2. distribution rod piece is not fixedly connected between I-steel, when template is laid with, distribution rod piece is easy to happen sliding, shadow
Ring construction.
3. stress of the I-steel at bracket is maximum, especially multispan formula bent cap, stress of the I-steel at bracket are approximately
Twice of span centre, using the bigger I-steel of depth of section although can satisfy I-steel at bracket answers force request, work
The depth of section of word steel is bigger, is more easy to happen and laterally topples.
Utility model content
To solve the above problems, the utility model is a kind of novel construction bracket of bent cap Hold Hoop method detail design,
It can preferably solve the problems, such as existing bracket, further strengthen the reliability and safety of the construction of bent cap Hold Hoop method.This is practical new
Type can effectively prevent I-steel generation and laterally topple, and reduces stress of the I-steel at bracket, reinforces distribution I-steel and load-bearing
Connection between I-steel improves the globality of bracket.
Used technical solution is a kind of truss I steel composite type bent cap anchor ear to the utility model to achieve the above object
Construction bracket, it is characterised in that: mainly include anchor ear, load-bearing I-steel, distribution I-steel, steel truss, steel pipe, limit steel pad
Layer, connector；The anchor ear is fastened in the setting height on pier stud by high-strength bolt；The steel truss frame body is in wing,
Steel truss side root is fixed on anchor ear；The top of the steel truss is fixed on anchor ear bracket upper cover plate, steel truss
Lower part be fixed on anchor ear bracket lower cover plate；The steel pipe level is welded on the steel truss of anchor ear two sides, and steel pipe is by anchor ear
A pair of of Welding steel truss of two sides is whole；The load-bearing I-steel is arranged on steel truss, and anchor ear two sides are each provided with one
Steel truss 6；The limit steel bed course is arranged between steel truss and load-bearing I-steel, and the conduit of limit steel bed course is covered in load-bearing work
On the lower flange of word steel, and fixed with steel truss by half line bolt and straight pin；Multiple distribution I-steel and load-bearing work
Word steel is vertical and is arranged equally spaced on load-bearing I-steel；Connector setting distribution I-steel and load-bearing I-steel it
Between, the two is fixedly connected.
Connecting hole, the fixation for steel truss are provided on the bracket upper cover plate and bracket lower cover plate of the anchor ear.
Steel truss is the plane girder welded by channel steel, the equal welding steel of upper part and lower part, between top steel plate setting etc.
Every the horizontal direction pin duct of distribution and vertically to bolt duct, and there are two horizontally rectangular recess, for steel will to be limited
Bed course is fixed on steel truss；On top steel plate and lower steel plate with the connection on the bracket upper cover plate and bracket lower cover plate of anchor ear
Hole is arranged in correspondence with connecting hole, for steel truss to be fixed on to the bracket upper cover plate and bracket lower cover plate of anchor ear.
Conduit is set on limit steel bed course, conduit and the size of load-bearing I-steel lower flange are agreed with, and steel bed course bottom is limited
Two horizontally steel bars are set, are mutually agreed with the rectangular recess of steel truss top steel plate；Limit the both wings of steel bed course at equal intervals
Vertical bolt duct is set, the pin duct of the horizontal vertical steel bar trend of equal intervals setting on the steel bar of bottom, respectively with steel truss
Duct on frame is corresponding.
Connector includes connecting bloom, steel plate washer, fastening bolt and rubber pad, and there are two conduits mutually to hang down on connection bloom
Directly, the lower flange respectively with the top flange of load-bearing I-steel and distribution I-steel is agreed with；Vertical spiral shell is arranged in connection bloom top
Canal is provided with fastening bolt, and rubber pad is bonded on steel plate washer and connection bloom, and steel plate washer is arranged at fastening bolt bottom
Portion.
(1) anchor ear is fastened on pier stud by high-strength bolt by setting height；
(2) steel truss is pressed to being whole with steel-pipe welding；
(3) top of steel truss is fixedly connected with anchor ear bracket upper cover plate by bolt, by steel truss lower part and anchor ear
Bracket lower cover plate is fixedly connected；
(4) limit steel bed course is covered on the lower flange of load-bearing I-steel；
(5) it will limit in the groove on the steel bar insertion steel truss top steel plate of the protrusion of steel bed course bottom, alignment limit
The company of the two is fixed in steel bed course and pin duct and bolt duct on the steel plate of steel truss top with straight pin and half line bolt
It connects；
(6) the lower slot for connecting bloom is covered on the top flange of load-bearing I-steel, then the lower flange for distributing I-steel is covered
Into in the upper slot of connection bloom；
(7) steel plate washer is placed between connection bloom and distribution I-steel lower flange, fastening bolt is screwed into connection bloom
On threaded passage, bolt lower part is against in the limit annulus on steel plate washer, tightens bolt, will distribution I-steel and load-bearing I-shaped
Steel is fixed together；
The utility model has the beneficial effects that:
1. adding steel truss (i.e. at the bracket of anchor ear) at the support of load-bearing I-steel, reduce at load-bearing I-shaped bridle iron
Stress, be more uniformly stressed it, improve safety coefficient.
2. limiting the lateral rotation of load-bearing I-steel by limit steel bed course, it is effectively prevent laterally to topple.
3. steel bed course is fixed with steel truss using pin and bolt, rather than is welded as entirety, make to assemble more convenient and right
In the load-bearing I-steel of different model, steel bed course is only needed to change.
4. distribution I-steel is fixedly connected with load-bearing I-steel by connector, on the one hand, distribution I-steel improves
The lateral stability of load-bearing I-steel further prevents the generation of load-bearing I-steel laterally to topple；On the other hand, distribution I-steel is solid
It is scheduled on load-bearing I-steel, will not be slid in the installation process of subsequent capping beam template, more convenient safety of constructing.
5. preventing the measure laterally toppled compared to former bracket, the utility model is not necessarily to perforate on load-bearing I-steel web,
Improve the bearing capacity of I-steel.
Detailed description of the invention
The utility model is described further with case study on implementation with reference to the accompanying drawing.
Fig. 1 is the whole front view of the utility model；
Fig. 2 is the partial enlargement diagram of the utility model；
Fig. 3 is the whole side view of the utility model；
Fig. 4 is the hooping structure side view of the utility model；
Fig. 5 is the hooping structure top view of the utility model；
Fig. 6 is the steel truss and the whole three-dimensional structural map of steel-pipe welding of the utility model；
Fig. 7 is the cross-sectional view of the steel bed course of the utility model；
Fig. 8 is the steel truss of the utility model and the fixation schematic diagram of load-bearing I-steel；
Fig. 9 is partial enlarged view at the A of Fig. 8；
Figure 10 is the connector three-dimensional organigram of the utility model；
Figure 11 is the connector arrangement sectional view of the utility model；
In figure: 1 pier stud, 2 bent caps, 3 load-bearing I-steel, 4 distribution I-steel, 5 anchor ears, 6 steel truss, 7 connection blooms, 8
A-frame, 9 steel pipes, 10 limit steel bed courses, 11 half line bolts, 12 straight pins, 13 fastening bolts, 14 steel plate washers, 15 rubber pads.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples:
Referring to Fig. 1-11.
A kind of truss I steel composite type bent cap anchor ear construction bracket, specifically includes anchor ear, steel truss, and steel pipe limits steel
Bed course, load-bearing I-steel distribute I-steel and connector.
Anchor ear is by hoop steel strip, bracket cover board, bracket riser and deep floor composition；Hoop steel strip is semi-circular sheet steel,
Inner wall super glue sticking rubber pad.Bracket is welded on hoop steel strip two sides, and deep floor is welded on bracket and hoop steel strip
Between, play reinforcement effect.There is connecting hole on bracket riser and cover board.High-strength bolt passes through the company on two panels anchor ear bracket riser
It connects hole anchor ear is fastened on pier stud.Connecting hole on bracket cover board with steel truss for being bolted.
Steel truss is that channel steel welds arched plane girder, welds rectangular steel plates, top steel plate in truss upper and lower part
The longitudinal rectangular channel of upper setting, and the pin duct and bolt duct that are spacedly distributed, for the connection with limit steel bed course.With
Connecting hole in bracket upper and lower cover plates accordingly, is provided with connecting hole on the steel plate of steel truss top and the bottom welding, passes through bolt
Steel truss is fixed on the bracket of anchor ear.Steel truss and load-bearing I-steel compatible deformation, reduce load-bearing I-steel at bracket
Stress.
The both ends of steel pipe are welded on the monosymmetric steel truss of pier stud, so that two steel truss is formed entirety, are prevented steel truss
Excessive lateral deformation occurs in stress for frame.
It limits steel bed course to be arranged between load-bearing I-steel and steel truss, the bottom of steel bed course is provided with and steel truss top
The corresponding steel bar of rectangular channel and corresponding pin duct and bolt duct on steel plate realize limit steel bed course and steel truss
Connection.There is conduit on limit steel bed course, agrees with the lower flange of load-bearing I-steel.When load-bearing I-steel has that laterally topples to become
When gesture, conduit generates the torque resisted and toppled to load-bearing I-steel.Limit steel bed course limits the lateral rotation of load-bearing I-steel.
Connector is by connection bloom, steel plate washer, fastening bolt, rubber pad composition.Connection bloom is separately connected load-bearing I-shaped
The top flange of steel and the lower flange of distribution I-steel；Threaded passage is set on connection bloom, fastening bolt plays the role of fastening, fastening
Steel plate washer is set between bolt and the lower flange for distributing I-steel, two limit annulus are welded in the upper surface of steel plate washer, position and
The threaded passage connected on bloom is corresponding.With strength glue on the lower surface that steel plate washer is contacted with the lower flange of distribution I-steel
Rubber pad, for protecting the edge of a wing and increasing friction.Connection bloom and the one side of load-bearing I-steel top flange contact equally paste rubber
Rubber mat.Connector makes to distribute I-steel and load-bearing I-steel is connected to become an entirety.On the one hand, distribution I-steel, which improves, holds
The lateral stability of weight I-steel further prevents the generation of load-bearing I-steel laterally to topple；On the other hand, distribution I-steel is fixed
It on load-bearing I-steel, will not be slid in the installation process of subsequent capping beam template, more convenient safety of constructing.
A kind of setting method of above-mentioned truss I steel composite type bent cap anchor ear construction bracket are as follows:
(1) anchor ear is fastened on pier stud by high-strength bolt by setting height；
(2) steel truss is pressed to being whole with steel-pipe welding；
(3) top of steel truss is fixedly connected with anchor ear bracket upper cover plate by bolt, by steel truss lower part and anchor ear
Bracket lower cover plate is fixedly connected；
(4) limit steel bed course is covered on the lower flange of load-bearing I-steel；
(5) it will limit in the groove on the steel bar insertion steel truss top steel plate of the protrusion of steel bed course bottom, alignment limit
The company of the two is fixed in steel bed course and pin duct and bolt duct on the steel plate of steel truss top with straight pin and half line bolt
It connects；
(6) the lower slot for connecting bloom is covered on the top flange of load-bearing I-steel, then the lower flange for distributing I-steel is covered
Into in the upper slot of connection bloom；
(7) steel plate washer is placed between connection bloom and distribution I-steel lower flange, fastening bolt is screwed into connection bloom
On threaded passage, bolt lower part is against in the limit annulus on steel plate washer, tightens bolt, will distribution I-steel and load-bearing I-shaped
Steel is fixed together；
It is a kind of entirety of truss I steel composite type bent cap anchor ear construction bracket respectively as shown in Figure 1, Figure 2 and Figure 3
Front view, partial enlargement diagram and side view.It mainly includes load-bearing I-steel 3, distribution I-steel 4, anchor ear 5, steel that it, which is constituted,
Truss 6, connection bloom 7, A-frame 8, steel pipe 9.
As shown in Figure 4 and Figure 5, anchor ear 5 is erected by hoop steel strip 501, bracket upper cover plate 502, bracket lower cover plate 503, bracket
Plate 504, deep floor 505, anchor ear rubber pad 506 form.Connecting hole is set on bracket riser 504, and high-strength bolt passes through bracket
A pair of of anchor ear 5 is fastened in the setting height of pier stud 1 by the connecting hole on riser 504.501 inner wall super glue of hoop steel strip
Paste the anchor ear rubber pad 506 with a thickness of 8mm or so, increasing friction force and the concrete for protecting 1 surface of pier stud.In bracket upper cover
It is also provided with connecting hole on plate 502 and bracket lower cover plate 503, is consolidated steel truss 6 by corresponding connecting hole on steel truss 6 and bolt
It is scheduled on the bracket cover board of anchor ear 5.Deep floor 505 is welded between bracket riser 504 and hoop steel strip 501.
As shown in fig. 6, the steel truss 6 for being fixed on 5 two sides of anchor ear is welded as entirety by steel pipe 9, steel truss 6 is by channel steel
The plane girder being welded into, and welded with top steel plate 601, lower steel plate 602 and small steel plate 603.Top steel plate 601, lower part
There is connecting hole on steel plate 602 and small steel plate 603, with the connection on the bracket upper cover plate 502 and bracket lower cover plate 503 of anchor ear 5
Hole is corresponding.Bracket upper cover plate 502 is placed in the interlayer formed between small steel plate 603 and top steel plate 601.It, will for convenience of connection
Nut-welding is in the connection hole of lower steel plate 602 and small steel plate 603.Have on the top steel plate 601 of steel truss 6 and interlocks at equal intervals
The vertical bolt duct of distribution and lateral pin hole road, and two parallel rectangular recess 604.
As shown in fig. 7, being the cross-sectional view of steel bed course 10.Two parallel rectangle steels are arranged at the bottom of steel bed course 10
Item, corresponding with the rectangular recess 604 on steel truss top steel plate 601, the both wings of steel bed course 10 have the bolt being spacedly distributed
Duct, there is the pin duct being spacedly distributed on the steel bar of bottom, bolt duct and pin duct cannot on same cross section,
With on steel truss top steel plate 601 bolt duct and pin duct it is corresponding.The conduit 1001 on 10 top of steel bed course and load-bearing
Mutually agree with the lower flange of I-steel 3.
As shown in Figure 8 and Figure 9, the top steel plate 601 of steel truss 6 is fixed on bracket upper cover plate 502 by bolt, it will
Lower steel plate 602 is fixed on bracket lower cover plate 503, by steel bed course 10 through 1001 sets of its conduit under load-bearing I-steel 3
On the edge of a wing, it is aligned steel bed course 10 and bolt duct and pin duct on steel truss top steel plate 601, then with half line bolt 11
The two is connected and fixed with straight pin 12.
As shown in Figure 10, bloom 7, fastening bolt 13, steel plate washer 14, rubber pad 15 are connected and collectively constitutes distribution I-steel 4
Connector between load-bearing I-steel 3.Connect on bloom 7 there are two orthogonal conduit 1001, respectively with load-bearing I-shaped
The top flange of steel 3 and the lower flange of distribution I-steel 4 are agreed with, and vertical threaded passage 701 is arranged in connection 7 top of bloom, wherein
Fastening bolt 13 is set.Two limit annulus 1401 are welded in 14 upper surface of steel plate washer, and the bottom of fastening bolt 13 is in limit annulus
Between 1401.Rubber pad 15 is arranged in connector and I-steel contact surface, and rubber pad 15 is bonded in 14 lower surface of steel plate washer and connection
In the lower channel 1001 of bloom 15；
As shown in figure 11, by 1001 sets of lower channel of connection bloom 7 on the top flange of load-bearing I-steel 3, then will divide
Lower flange with I-steel 4 is inserted in the open upper channel of connection bloom 7, fastening bolt 13 is threaded into duct 701, steel pad
Piece 14 is put into the open upper channel of connection bloom 7, between fastening bolt 13 and the lower flange of distribution I-steel 4.Tighten fastening spiral shell
The completion of bolt 13 distribution I-steel 4 is fixedly connected with load-bearing I-steel 3.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalents made based on the specification and figures of the utility model are applied directly or indirectly in relevant technical field,
It is also included in the patent protection scope of the utility model.
Claims (5)
1. a kind of truss I steel composite type bent cap anchor ear construction bracket, it is characterised in that: mainly include anchor ear (5), load-bearing work
Word steel (3), distribution I-steel (4), steel truss (6), steel pipe (9), limit steel bed course (10), connector；The anchor ear (5) passes through
High-strength bolt is fastened in the setting height on pier stud (1)；Steel truss (6) main body is in wing, steel truss (6) side
The top that root is fixed on the steel truss (6) on anchor ear (5) is fixed on anchor ear (5) bracket upper cover plate (502), steel truss
(6) lower part is fixed on anchor ear bracket lower cover plate (503)；Steel pipe (9) level is welded on the steel truss of anchor ear (5) two sides
(6) on, a pair of of Welding steel truss of anchor ear two sides is whole by steel pipe；The load-bearing I-steel (3) is arranged in steel truss (6)
On, anchor ear (5) two sides are each provided with a steel truss (6)；The limit steel bed course (10) is arranged in steel truss (6) and load-bearing work
Between word steel (3), the conduit of limit steel bed course (10) covers on the lower flange of load-bearing I-steel (3), and passes through with steel truss (6)
Half line bolt and straight pin are fixed；Multiple distribution I-steel (4) are vertical with load-bearing I-steel (3) and are arranged equally spaced at
On load-bearing I-steel；The two is fixedly connected by the connector setting between distribution I-steel (4) and load-bearing I-steel (3).
2. a kind of truss I steel composite type bent cap anchor ear construction bracket according to claim 1, it is characterised in that: described
It is provided with connecting hole on the bracket upper cover plate (502) and bracket lower cover plate (503) of anchor ear (5), is used for the fixation of steel truss (6).
3. a kind of truss I steel composite type bent cap anchor ear construction bracket according to claim 1, it is characterised in that: steel truss
Frame (6) is the plane girder welded by channel steel, and the equal welding steel of upper part and lower part, top steel plate (601) is arranged to be divided at equal intervals
The horizontal direction pin duct of cloth and vertically to bolt duct, and have two horizontally rectangular recess (604), for steel will to be limited
Bed course (10) is fixed on steel truss (6)；Bracket upper cover plate on top steel plate (601) and lower steel plate (602) with anchor ear (5)
(502) and the connecting hole on bracket lower cover plate (503) is arranged in correspondence with connecting hole, for steel truss (6) to be fixed on anchor ear (5)
Bracket upper cover plate (502) and bracket lower cover plate (503) on.
4. a kind of truss I steel composite type bent cap anchor ear construction bracket according to claim 3, it is characterised in that: limit
Conduit (1001) are set on steel bed course (10), conduit (1001) and the size of load-bearing I-steel (3) lower flange are agreed with, and steel pad is limited
Two horizontally steel bars are arranged in layer (10) bottom, mutually agree with the rectangular recess (604) of steel truss (6) top steel plate (601)；
Vertical bolt duct, the vertical steel bar for waiting intervals setting horizontal on the steel bar of bottom is arranged in the both wings of limit steel bed course (10) at equal intervals
The pin duct of trend, it is corresponding with the duct on steel truss (6) respectively.
5. a kind of truss I steel composite type bent cap anchor ear construction bracket according to claim 1, it is characterised in that: connection
Device includes connecting bloom (7), steel plate washer (14), fastening bolt (13) and rubber pad (15), and there are two conduits in connection bloom (7)
(1001) it is mutually perpendicular to, the lower flange with the top flange of load-bearing I-steel and distribution I-steel is agreed with respectively；It connects on bloom (7)
Vertical threaded passage is arranged in portion, is provided with fastening bolt (13), and rubber pad (15) is bonded in steel plate washer (14) and connection steel
On block (7), steel plate washer (14) is arranged in fastening bolt (13) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822252446.XU CN209555782U (en) | 2018-12-29 | 2018-12-29 | A kind of truss I steel composite type bent cap anchor ear construction bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822252446.XU CN209555782U (en) | 2018-12-29 | 2018-12-29 | A kind of truss I steel composite type bent cap anchor ear construction bracket |
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| Publication Number | Publication Date |
|---|---|
| CN209555782U true CN209555782U (en) | 2019-10-29 |
Family
ID=68305200
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822252446.XU Expired - Fee Related CN209555782U (en) | 2018-12-29 | 2018-12-29 | A kind of truss I steel composite type bent cap anchor ear construction bracket |
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| CN (1) | CN209555782U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518612A (en) * | 2018-12-29 | 2019-03-26 | 南昌大学 | A kind of truss I steel composite type bent cap anchor ear construction bracket and its setting method |
| CN114606863A (en) * | 2022-03-11 | 2022-06-10 | 中铁二十四局集团有限公司 | Integrative elevating gear of bent cap template |
| CN115012522A (en) * | 2022-06-06 | 2022-09-06 | 中铁四院集团南宁勘察设计院有限公司 | Installation device and installation method for spray pipe |
-
2018
- 2018-12-29 CN CN201822252446.XU patent/CN209555782U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518612A (en) * | 2018-12-29 | 2019-03-26 | 南昌大学 | A kind of truss I steel composite type bent cap anchor ear construction bracket and its setting method |
| CN109518612B (en) * | 2018-12-29 | 2024-05-03 | 南昌大学 | Truss I-steel combined bent cap hoop construction support and setting method thereof |
| CN114606863A (en) * | 2022-03-11 | 2022-06-10 | 中铁二十四局集团有限公司 | Integrative elevating gear of bent cap template |
| CN114606863B (en) * | 2022-03-11 | 2023-10-03 | 中铁二十四局集团有限公司 | Integrated lifting device for bent cap template |
| CN115012522A (en) * | 2022-06-06 | 2022-09-06 | 中铁四院集团南宁勘察设计院有限公司 | Installation device and installation method for spray pipe |
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| GR01 | Patent grant | ||
| 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: 20191029 Termination date: 20201229 |