CN109881790A - Steel bar template integrated wall adds movable reinforcing bar connecting structure and installation method - Google Patents
Steel bar template integrated wall adds movable reinforcing bar connecting structure and installation method Download PDFInfo
- Publication number
- CN109881790A CN109881790A CN201910177538.2A CN201910177538A CN109881790A CN 109881790 A CN109881790 A CN 109881790A CN 201910177538 A CN201910177538 A CN 201910177538A CN 109881790 A CN109881790 A CN 109881790A
- Authority
- CN
- China
- Prior art keywords
- formwork
- integrated wall
- steel
- integrated
- steel bar
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of steel bar template integrated walls to add movable reinforcing bar connecting structure and installation method.It includes adding movable reinforcing bar-bearing rod, adding movable horizontal reinforcement and be fixed temporarily reinforcing bar that the present invention, which adds movable reinforcing bar,.The invention enables steel bar template integrated wall components in design, production and installation process, in horizontal direction, the not exposed template edge of reinforcing bar.Greatly improve integrated wall component assembly efficiency.Efficiently solve the connectivity problem of shear wall horizontal distribution muscle and edge member stirrup between adjacent members.
Description
Technical field
The present invention relates to one kind to add movable reinforcing bar connecting structure and installation method, specially a kind of steel bar template integration
Wall adds movable reinforcing bar connecting structure and installation method, belongs to engineering construction technology field.
Background technique
Steel bar template integrated wall component is during assembly, the overlap joint and edge of horizontal distribution muscle at vertical abutment joint
The overlap joint of component stirrup is critical issue of steel bar template integrated wall component during design and construction.
Conventional industrialization armored concrete system, at component overlapped position, reinforcing bar needs to expose outside concrete, with
Realize the overlap joint between building and building.Reinforcing steel bars exposed template can increase during assembly to steel bar template integrated wall component
Add great difficulty of construction.
In current all industrialization armored concrete systems, could not it find real under the premise of reinforcing bar not visual concrete
Overlapped between existing component and component effective ways.Under the premise of such a, industrialization reinforced concrete body ties up to design, peace
Very big concession is made that in dress and work progress, has caused that vertical member assembly rate is low, a system such as quality of connection difference between component
Therefore column problem proposes that a kind of steel bar template integrated wall adds movable reinforcing bar connecting structure and installation regarding to the issue above
Method.
Summary of the invention
The object of the invention is that solve the above-mentioned problems and provide that a kind of steel bar template integrated wall is additional can
Dynamic reinforcing bar connecting structure and installation method are able to solve shear wall horizontal distribution muscle and edge member stirrup between adjacent members
Connectivity problem.
The present invention is achieved through the following technical solutions above-mentioned purpose, and a kind of steel bar template integrated wall adds movable steel
Muscle connecting structure, including steel bar template integrated wall component A, steel bar template integrated wall component B and add movable reinforcing bar；
The steel bar template integrated wall component A is bound round by component A stirrup I, insulation board, component A longitudinal reinforcement, component A
Muscle II, component A horizontal distribution reinforcing bar I, integrated template and to draw connector composition, wherein the component A horizontal distribution steel
It is fixed by component A stirrup I between muscle I, and pass through integrated template between the component A horizontal distribution reinforcing bar I and insulation board
It is fixed, and by solid to connector is drawn inside insulation board and component A horizontal distribution reinforcing bar I between the integrated template
It is fixed；The outside of component A stirrup II is welded with horizontal distribution reinforcing bar；
The steel bar template integrated wall component B includes horizontal to drawing connector, insulation board, integrated template, component B
The outside of distribution bar and component B longitudinal reinforcement, the component B longitudinal reinforcement is fixed by component B horizontal distribution reinforcing bar, and steel
The outside of muscle template integrated wall component B passes through fixing to drawing connector through insulation board；Pacify in the outside of the insulation board
Equipped with integrated template；
It is described to add movable reinforcing bar including being fixed temporarily reinforcing bar, adding movable horizontal reinforcement and adding movable reinforcing bar-erection
Muscle, the side for adding movable reinforcing bar-bearing rod, which is fixed with, adds movable horizontal reinforcement, and described adds movable horizontal reinforcement
It is fixed by fixed steel bars；
It is equipped between the inside of the component B horizontal distribution reinforcing bar and adds movable reinforcing bar-bearing rod；The component B is horizontal
Distribution bar and add between movable horizontal reinforcement be equipped be fixed temporarily reinforcing bar.
Preferably, steel bar template integrated wall component A it is adjacent with steel bar template integrated wall component B vertically connect
All reinforcing bars of seam do not expose outside integrated template, and integrated with steel bar template in steel bar template integrated wall component A
All reinforcing bars of wall body construction B adjacent vertical abutment joint do not expose outside integrated template.
Preferably, the distance between four component A longitudinal reinforcements inside component A stirrup II are greater than additional moveable water
The width of flat reinforcing bar.
Preferably, it adds movable horizontal reinforcement and adds movable reinforcing bar-bearing rod using welding or mechanical connection.
Preferably, movable reinforcing bar and steel bar template integrated wall component B are added by being fixed temporarily reinforcing bar using welding
Or mechanical connection.
A kind of steel bar template integrated wall adds the installation method of movable reinforcing bar connecting structure, includes the following steps:
Step A, steel bar template integrated wall component A and steel bar template integrated wall component B on working face just
Position, requires integrated template to abut with integrated template in place；Steel bar template integrated wall component A and steel bar template one
The vertical transports tool-aided engagements such as tower crane or truck crane can be used on working face in place by changing wall body construction B；
Step B, after in place, the connection of temporary fixing lifting reinforcing bar and steel bar template integrated wall component B；It releases interim
Fixed steel bars and the connection for adding movable horizontal reinforcement；
Step C, by add movable reinforcing bar-bearing rod provide it is mobile to the steel bar template integrated wall side component A
External force, realization adds movable reinforcing bar and enters inside steel bar template integrated wall component A；
Step D, casting concrete realizes steel bar template integrated wall component A and steel bar template integrated wall structure
The connection of part B.
Preferably, steel bar template integrated wall component A in place and steel bar template integrated wall component B in place are in seam
Place's integrated template is adjacent to.
The beneficial effects of the present invention are: steel bar template integrated wall component is in design, production and installation process, it is horizontal
On direction, the not exposed template edge of reinforcing bar.Greatly improve integrated wall component assembly efficiency.Efficiently solve adjacent structure
The overlap joint of the overlap joint of horizontal distribution muscle and edge member stirrup between part has good economic benefit and social benefit, is suitble to
It promotes the use of.
Detailed description of the invention
Fig. 1 is that the present invention is preferably implemented with the one of the steel bar template integrated wall component for adding movable horizontal reinforcement connection
The structural plan schematic diagram of example.
Fig. 2 be in Fig. 1 A-A to diagrammatic cross-section.
Fig. 3 is structure after steel bar template integrated wall component A of the present invention and steel bar template integrated wall component B assembled
Floor map.
Fig. 4 is the assembled process schematic of Fig. 3.
After Fig. 5 adds movable reinforcing bar connection template integrated wall component A and steel bar template integrated wall component B
Effect diagram.
Fig. 6 be in Fig. 5 A-A to diagrammatic cross-section.
In figure: 1, steel bar template integrated wall component A, 1.1, to drawing connector, 1.2, insulation board, 1.3, integrated mould
Plate, 1.4, component A horizontal distribution reinforcing bar I, 1.5, component A stirrup I, 1.6, component A longitudinal reinforcement, 1.7, component A stirrup II, 2,
Steel bar template integrated wall component B, 2.1, to drawing connector, 2.2, insulation board, 2.3, integrated template, 2.4, component B water
Flat distribution bar, 2.5, component B longitudinal reinforcement, 3, add movable reinforcing bar, 3.1, be fixed temporarily reinforcing bar, 3.2, additional movable horizontal
Reinforcing bar, 3.3, add movable reinforcing bar-bearing rod.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to shown in Fig. 1-6, a kind of steel bar template integrated wall adds movable reinforcing bar connecting structure, including reinforcing bar mould
Plate integrated wall component A1, steel bar template integrated wall component B2 and add movable reinforcing bar 3；
The steel bar template integrated wall component A1 is by component A stirrup I 1.5, insulation board 1.2, component A longitudinal reinforcement
1.6, component A stirrup II 1.7, component A horizontal distribution reinforcing bar I 1.4, integrated template 1.3 and to draw connector 1.1 form,
Wherein, fixed by component A stirrup I 1.5 between the component A horizontal distribution reinforcing bar I 1.4, and the component A horizontal distribution steel
It is fixed by integrated template 1.3 between muscle I 1.4 and insulation board, and by running through insulation board between the integrated template 1.3
1.2 and component A horizontal distribution reinforcing bar I 1.4 inside to drawing connector 1.1 fixed；The outside of component A stirrup II 1.7 is welded with
Horizontal distribution reinforcing bar 1.4；
The steel bar template integrated wall component B2 includes to drawing connector 2.1, insulation board 2.2, integrated template
2.3, the outside of component B horizontal distribution reinforcing bar 2.4 and component B longitudinal reinforcement 2.5, the component B longitudinal reinforcement 2.5 passes through structure
Part B horizontal distribution reinforcing bar 2.4 is fixed, and the outside of steel bar template integrated wall component B2 passes through pair through insulation board 2.2
Draw connector 2.1 fixed；The outside of the insulation board 2.2 is equipped with integrated template 2.3；
It is described to add movable reinforcing bar 3 including being fixed temporarily reinforcing bar 3.1, adding movable horizontal reinforcement 3.2 and adding movable steel
Muscle-bearing rod 3.3, the side for adding movable reinforcing bar-bearing rod 3.3, which is fixed with, adds movable horizontal reinforcement 3.2, and described
It is fixed by fixed steel bars 3.1 to add movable horizontal reinforcement 3.2；
It is equipped between the inside of the component B horizontal distribution reinforcing bar 2.4 and adds movable reinforcing bar-bearing rod 3.3；The component
B horizontal distribution reinforcing bar 2.4 and add between movable horizontal reinforcement 3.2 be equipped be fixed temporarily reinforcing bar 3.1.
In vertical abutment joint steel bar template integrated wall component A1 adjacent with steel bar template integrated wall component B2
All reinforcing bars do not expose outside integrated template 1.3, and integrated with steel bar template in steel bar template integrated wall component A1
All reinforcing bars of wall body construction B2 adjacent vertical abutment joint do not expose outside integrated template 2.3；Positioned at component A stirrup II 1.7
The distance between four internal component A longitudinal reinforcements 1.6 are greater than the width for adding movable horizontal reinforcement 3.2；Additional moveable water
Flat reinforcing bar 3.2 uses welding or mechanical connection to fix with movable reinforcing bar-bearing rod 3.3 is added.Add movable reinforcing bar 3 and reinforcing bar mould
Plate integrated wall component B2 is fixed by being fixed temporarily reinforcing bar 3.1 using welding or mechanical connection.
A kind of steel bar template integrated wall adds the installation method of movable reinforcing bar connecting structure, includes the following steps:
Step A, steel bar template integrated wall component A1 and steel bar template integrated wall component B2 are on working face
In place, integrated template 1.3 is required to abut with integrated template 2.3 in place；Steel bar template integrated wall component A1 and steel
Muscle template integrated wall component B2 can use the vertical transports tools such as tower crane or truck crane auxiliary in place on working face
Help cooperation；
Step B, after in place, the connection of temporary fixing lifting reinforcing bar 3.1 and steel bar template integrated wall component B2；It releases
It is fixed temporarily reinforcing bar 3.1 and adds the connection of movable horizontal reinforcement 3；
Step C, by providing to the side steel bar template integrated wall component A1 to adding movable reinforcing bar-bearing rod 3.3
Mobile external force, realization add movable reinforcing bar 3 and enter inside steel bar template integrated wall component A1；
Step D, casting concrete realizes steel bar template integrated wall component A1 and steel bar template integrated wall structure
The connection of part B2.
Steel bar template integrated wall component A1 and steel bar template integrated wall component B2 in place in place is in seam crossing one
Body template is adjacent to.
In actual design, preferably, between four component A longitudinal reinforcements 1.6 being located inside component A stirrup II 1.7
Distance be greater than and add the width of movable horizontal reinforcement 3.2, allow to add the steel bar template integration again of movable horizontal reinforcement 3.2
It is moved in the horizontal direction in wall body construction A1.
It adds movable horizontal reinforcement 3.2 and adds movable reinforcing bar-bearing rod 3.3 using welding or mechanical connection fixation, make
Movable horizontal reinforcement 16 must be added at being integral.In actual design, adds movable horizontal reinforcement 3.2 and add movable steel
The connection of muscle-bearing rod 3.3 can also have other forms of the composition, it is not limited to above-mentioned.
Movable horizontal reinforcement 16 and steel bar template integrated wall component B2 is added by being fixed temporarily reinforcing bar 3.1 using weldering
Fixation is connect or is mechanically connected, guarantee adds movable horizontal reinforcement 16 and do not fall off during vertical transport and horizontal transport, and not
Generate biggish displacement；In actual design, adding movable horizontal reinforcement 3.2 can also have with the connection for being fixed temporarily reinforcing bar 3.1
Other forms of the composition, it is not limited to above-mentioned.Steel bar template integrated wall component B2 and the connection of fixed steel bars 3.1 can also have
Other forms of the composition, it is not limited to above-mentioned.
In actual design, positioned at adding between 3.2 outer peripheral six component B longitudinal reinforcements 2.5 of movable horizontal reinforcement
Distance be greater than and add the width of movable horizontal reinforcement 3.2, allow to add the steel bar template integration again of movable horizontal reinforcement 3.2
It is moved in the horizontal direction in wall body construction B2.
Such as Fig. 3 to Fig. 5, the invention also provides a kind of for above-mentioned using the reinforcing bar mould for adding movable horizontal reinforcement connection
Plate integrated wall component vertical abutment joint installation method, includes the following steps:
Step A, steel bar template integrated wall component A1 and steel bar template integrated wall component B2 are on working face
In place, the integrated template 5 for requiring two components to close in place abuts.Steel bar template integrated wall component A1 and reinforcing bar mould
Plate integrated wall component B2 can be matched in place using the vertical transports tools such as tower crane or truck crane auxiliary on working face
It closes.Process in place is as shown in Figure 4.In actual design, steel bar template integrated wall component B2 can also be prior to steel bar template one
Body wall body construction A1 is in place on working face, it is not limited to above-mentioned.
Step B, after in place, the connection of temporary fixing lifting reinforcing bar 3.1 and steel bar template integrated wall component B2；It releases
It is fixed temporarily reinforcing bar 3.1 and adds the connection of movable horizontal reinforcement 16.
Step C, by providing to the side steel bar template integrated wall component A1 to adding movable reinforcing bar-bearing rod 3.3
Mobile external force, realization add movable horizontal reinforcement 16 and enter inside steel bar template integrated wall component A1.
Step D, casting concrete realizes steel bar template integrated wall component A1 and steel bar template integrated wall structure
The connection of part B2.
Steel bar template integrated wall component A1 and steel bar template integrated wall component B2 in place in place is in seam crossing one
Body template is adjacent to；Steel bar template integrated wall component A and steel bar template integrated wall component B in place in place is being hung just
No requirement (NR) on the sequencing of position.
The invention has the advantages that
Steel bar template integrated wall component may be implemented in design, production and installation process, in horizontal direction, reinforcing bar
Not exposed template edge.Under the premise of overlapping quality between meeting component, integrated wall component assembly effect is greatly improved
Rate.Efficiently solve the connectivity problem of shear wall horizontal distribution muscle and edge member stirrup between adjacent members.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177538.2A CN109881790B (en) | 2019-03-09 | 2019-03-09 | Connection structure and installation method of additional movable steel bars for steel bar formwork integrated wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177538.2A CN109881790B (en) | 2019-03-09 | 2019-03-09 | Connection structure and installation method of additional movable steel bars for steel bar formwork integrated wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109881790A true CN109881790A (en) | 2019-06-14 |
| CN109881790B CN109881790B (en) | 2024-04-16 |
Family
ID=66931492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910177538.2A Active CN109881790B (en) | 2019-03-09 | 2019-03-09 | Connection structure and installation method of additional movable steel bars for steel bar formwork integrated wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109881790B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528782A (en) * | 2019-08-15 | 2019-12-03 | 中铁建设集团有限公司 | Connection structure and installation method of horizontally dislocated steel bar in integrated wall with reinforced formwork |
| CN111809778A (en) * | 2020-07-31 | 2020-10-23 | 中铁建设集团有限公司 | Reinforcing formwork integrated wall opening edge member and its assembly method |
| CN113323161A (en) * | 2021-06-28 | 2021-08-31 | 中冶建设高新工程技术有限责任公司 | Additional movable steel bar connection structure of steel bar formwork integrated wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3144708U (en) * | 2008-06-27 | 2008-09-11 | 有限会社 成東鉄筋工業 | Reinforcing bar temporary fixing device |
| CN202209050U (en) * | 2011-09-08 | 2012-05-02 | 中国二十二冶集团有限公司 | Steel large formwork top stick |
| CN104775553A (en) * | 2015-04-16 | 2015-07-15 | 华东建筑设计研究院有限公司 | Novel L-shaped edge member for superimposed slab shear walls and connecting method for novel L-shaped edge member |
| US20160108619A1 (en) * | 2014-10-16 | 2016-04-21 | Emin Buzimkic | Prefabricated modular rebar modules and methods of using the same |
| CN106121085A (en) * | 2016-08-18 | 2016-11-16 | 戴欣旸 | Assembled integral concrete shear force wall splicing structure and assembling method thereof |
| CN208486404U (en) * | 2018-07-03 | 2019-02-12 | 中铁建设集团有限公司 | A concrete shear wall with integrated steel formwork installation |
| CN209907606U (en) * | 2019-03-09 | 2020-01-07 | 中铁建设集团有限公司 | Additional movable reinforcement connection structure for integrated wall with reinforcement formwork |
-
2019
- 2019-03-09 CN CN201910177538.2A patent/CN109881790B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3144708U (en) * | 2008-06-27 | 2008-09-11 | 有限会社 成東鉄筋工業 | Reinforcing bar temporary fixing device |
| CN202209050U (en) * | 2011-09-08 | 2012-05-02 | 中国二十二冶集团有限公司 | Steel large formwork top stick |
| US20160108619A1 (en) * | 2014-10-16 | 2016-04-21 | Emin Buzimkic | Prefabricated modular rebar modules and methods of using the same |
| CN104775553A (en) * | 2015-04-16 | 2015-07-15 | 华东建筑设计研究院有限公司 | Novel L-shaped edge member for superimposed slab shear walls and connecting method for novel L-shaped edge member |
| CN106121085A (en) * | 2016-08-18 | 2016-11-16 | 戴欣旸 | Assembled integral concrete shear force wall splicing structure and assembling method thereof |
| CN208486404U (en) * | 2018-07-03 | 2019-02-12 | 中铁建设集团有限公司 | A concrete shear wall with integrated steel formwork installation |
| CN209907606U (en) * | 2019-03-09 | 2020-01-07 | 中铁建设集团有限公司 | Additional movable reinforcement connection structure for integrated wall with reinforcement formwork |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528782A (en) * | 2019-08-15 | 2019-12-03 | 中铁建设集团有限公司 | Connection structure and installation method of horizontally dislocated steel bar in integrated wall with reinforced formwork |
| CN111809778A (en) * | 2020-07-31 | 2020-10-23 | 中铁建设集团有限公司 | Reinforcing formwork integrated wall opening edge member and its assembly method |
| CN113323161A (en) * | 2021-06-28 | 2021-08-31 | 中冶建设高新工程技术有限责任公司 | Additional movable steel bar connection structure of steel bar formwork integrated wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109881790B (en) | 2024-04-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105839846A (en) | Prefabricated reinforced concrete composite beam | |
| CN105804241A (en) | Single-layer prefabricated assembly type reinforced concrete beam-column joint | |
| CN108425429A (en) | The forming method of steel tube concrete beam and column cross connection node structure and composite structure | |
| CN104032854B (en) | Assembled T-shaped mixing coupled wall and construction method thereof | |
| CN106013455A (en) | Prefabricated combination reinforcement cage member and reinforcement arrangement assembling method thereof | |
| CN206052964U (en) | Prefabricated composite steel reinforcement cage component and structure | |
| CN108678220A (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN109881790A (en) | Steel bar template integrated wall adds movable reinforcing bar connecting structure and installation method | |
| CN207032601U (en) | A kind of two-way close spelling laminated floor slab connecting joint structure | |
| CN203834738U (en) | T-shaped prefabricated mixed coupled wall | |
| CN104032861B (en) | Connecting joint structure of mixed coupled wall section steel column and non-energy dissipation beam and construction method thereof | |
| CN104032855B (en) | Assembled cross mixing coupled wall and construction method thereof | |
| CN205153530U (en) | Structure is assembled to integral template of reinforced concrete floor | |
| CN105544402B (en) | A kind of hanging gang form support frame and construction method for pier capping beam high | |
| CN104032859B (en) | Assembled L-shaped mixing coupled wall and construction method thereof | |
| CN104032862B (en) | Assembled girder steel seam line L shape mixing coupled wall and construction method thereof | |
| CN104746791B (en) | Semirigid frame-interior fills out regeneration concrete wallboard and manufacture method | |
| CN209907606U (en) | Additional movable reinforcement connection structure for integrated wall with reinforcement formwork | |
| CN214656368U (en) | A vertical connecting device suitable for steel-concrete composite girder deck and steel girder body | |
| CN203834741U (en) | Prefabricated steel beam joint L-shaped mixed coupled wall | |
| CN205617245U (en) | A unsettled built -up plate support frame for high pier capping beam | |
| CN116411654A (en) | A prefabricated shear wall connection structure for prefabricated buildings | |
| CN108797845A (en) | Steel plate concrete structure wall crosses connecting node reinforcement structure | |
| CN104032863B (en) | Assembled in-line mixing coupled wall and construction method thereof | |
| CN104047380B (en) | Assembled girder steel seam T-shaped mixing coupled wall and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |