CN108943345A - Prefabricated board core model mold - Google Patents
Prefabricated board core model mold Download PDFInfo
- Publication number
- CN108943345A CN108943345A CN201810879266.6A CN201810879266A CN108943345A CN 108943345 A CN108943345 A CN 108943345A CN 201810879266 A CN201810879266 A CN 201810879266A CN 108943345 A CN108943345 A CN 108943345A
- Authority
- CN
- China
- Prior art keywords
- diaphragm capsule
- prefabricated board
- plate
- rotary shaft
- baffle
- 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.)
- Pending
Links
- 239000002775 capsule Substances 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000007306 turnover Effects 0.000 claims description 3
- 230000007246 mechanism Effects 0.000 abstract description 15
- 230000005540 biological transmission Effects 0.000 abstract description 7
- 238000009415 formwork Methods 0.000 abstract description 4
- 239000011440 grout Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 3
- 239000000284 extract Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241001669679 Eleotris Species 0.000 description 1
- 206010028347 Muscle twitching Diseases 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
Abstract
The invention discloses a kind of prefabricated board core model mold, including diaphragm capsule, the main rotary shaft being arranged along diaphragm capsule length direction is equipped in the diaphragm capsule；It is fixed on main rotary shaft and the axial parallel fixing axle of the main rotary shaft；It is fixed in fixing axle from rotation axis；It is described that baffle is connected with from rotation axis；It is rotated with it under main rotary shaft rotation from rotation axis, baffle is driven to extend downwardly the diaphragm capsule, stop to enter diaphragm capsule bottom for pouring the concrete of prefabricated board.The core model mold simplifies complicated transmission mechanism, improves the efficiency of formwork and demoulding while can make prefabricated board internal cavities.
Description
Technical field
The present invention relates to the mold for manufacturing prefabricated board, in particular to a kind of prefabricated board core model mold.
Background technique
Prefabricated board is to produce and process molding precast concrete in precasting yard, and directly transporting to construction site can carry out
It installs and uses.In the production process, it will usually go out cast-in-place region (the cast-in-place region being connected to outside in prefabricated component internal structure
A generally cavity structure), which generally uses specific core model Mold Making, will be specific in generating process
Core model mold is placed into designated position, and concrete is poured on the outside of mold, after concrete reaches defined intensity requirement, then
Mold is removed, so as to form the prefabricated board with cast-in-place region (cavity).
Existing some core model molds, in order to be separated in disassembly with concrete.It is devised very in mould inside
Complicated transmission mechanism (such as various connecting rods) is forming new construction for changing the construction of core model mold after the completion of pouring
During, mold and coagulation soil interaction generate the effect of separation.But internal drive mechanism complexity will cause mold and exist
It is difficult to molding in production process or built-up time is too long, and the more complicated components being related to of transmission mechanism are more, it is right
Cooperation required precision between each component is higher.
Because in consideration of it, the present invention is specifically proposed.
Summary of the invention
The object of the present invention is to provide a kind of prefabricated board core model molds, while can make prefabricated board internal cavities,
Complicated transmission mechanism is simplified, the efficiency of formwork and demoulding is improved.
To achieve the goals above, a kind of prefabricated board core model mold provided by the invention, including diaphragm capsule are set in the diaphragm capsule
There is the main rotary shaft being arranged along diaphragm capsule length direction；It is fixed on main rotary shaft and the main rotary shaft axially parallel fixation
Axis；It is fixed in fixing axle from rotation axis；It is described that baffle is connected with from rotation axis；From rotation axis under main rotary shaft rotation
It rotates with it, baffle is driven to extend downwardly the diaphragm capsule, stop to enter diaphragm capsule bottom for pouring the concrete of prefabricated board.
Further, the diaphragm capsule includes top plate, left plate, right side plate and bottom plate；It is configured with described in confession on the bottom plate
The opening that baffle stretches out.
Further, the diaphragm capsule includes top plate, left plate, right side plate and under(-)chassis；The baffle can pass through
Under(-)chassis stretches out the diaphragm capsule.
Further, the diaphragm capsule further includes the rotor plate for connecting left plate and right side plate, has on the rotor plate and supplies
The opening that the vertical reinforcement of prefabricated board passes through；The middle part of the rotor plate turns over axis, the rotor plate energy for a transverse direction
It is enough to turn over axis overturning along described.
Further, the rotor plate is equipped with towards the surface on the outside of the diaphragm capsule and is used for and concrete grouting tube fit
Positioning protrusion.
Further, the baffle is multiple, is arranged along the axially spaced-apart of the fixing axle, between adjacent baffle
Gap be the opening passed through for prefabricated board transverse steel.
Further, the baffle is arc panel or straight panel.
Further, the main rotary shaft is equipped with positioning plate, after making the main rotary shaft turn to predetermined position
It is fixed.
Further, the positioning plate is fixed on the circumferential surface of the front end of the main rotary shaft, when the rotation axis rotates
Afterwards, the positioning plate rotates with it, and finally contacts with the bottom surface of the diaphragm capsule, and then the main rotary shaft is positioned.
Prefabricated board core model mold provided by the invention drives the slave rotation axis in fixing axle by the rotation of main rotary shaft,
And then baffle is driven to stretch out diaphragm capsule, the cavity of a basic barrier concrete is formd, after the completion of wall pours, by block pulp
Plate rises, and extracts diaphragm capsule out, so that it may form the cavity inside wall, while only main rotary shaft and from rotation axis two in diaphragm capsule
The transmission mechanism being located next to, so that it may drive executing agency's baffle to move, structure is simple, and transmission series is few, system easy to produce
It makes, it is easy to operate when controlling baffle and carrying out formwork and demoulding, improve the efficiency of formwork and demoulding.
Detailed description of the invention
Fig. 1 is a kind of schematic view of the front view of prefabricated board core model mold provided in an embodiment of the present invention；
Fig. 2 is the three-dimensional structure diagram of Fig. 1；
Fig. 3 is the three-dimensional structure diagram of another angle of Fig. 1；
Fig. 4 is a kind of schematic view of the front view for prefabricated board core model mold that another embodiment of the present invention provides；
Fig. 5 is a kind of stereochemical structure signal for prefabricated board core model mold with spring that another embodiment of the present invention provides
Figure；
Fig. 6 is the top view of prefabricated board plate core mold in Fig. 5；
Fig. 7 is the schematic view of the front view of the prefabricated board core model mold with slideway；
Fig. 8 is the use state main view of prefabricated board core model mold provided in an embodiment of the present invention；
Fig. 9 is the use state top view of prefabricated board core model mold provided in an embodiment of the present invention；
Figure 10 is a kind of wall schematic diagram made of prefabricated board core model mold provided in an embodiment of the present invention；
Figure 11 is another kind wall schematic diagram made of prefabricated board core model mold provided in an embodiment of the present invention.
In figure:
The cast-in-place cavity of 1-；2- transverse steel；3- vertical reinforcement；The outside mold of 4- wall；5- bed die；6- diaphragm capsule；The bottom 61-
Plate；621- left plate；622- right side plate；63- rotor plate；7- main rotary shaft；8- fixing axle；9- baffle；10- is for transverse steel
The opening passed through；11- turns over axis；The opening that 12- is passed through for vertical reinforcement；13- positioning plate；14- positioning protrusion；The top 15-
Plate；16- bracket；17- is from rotation axis；18- spring；19- baffle；20- reveals muscle slot；21- grout lines；22- grout lines mold；
23- slideway
Specific embodiment
Several illustrative embodiments shown in below with reference to the accompanying drawings describe the principle and spirit of the invention.It should
Understand, describe these embodiments just for the sake of make those skilled in the art can better understand that in turn realize the present invention,
It is not intended to limit the scope of the invention in any way.
This implementation provides a kind of " core model " mold of wall mold, which is used to construct the sky inside wall
The characteristics of chamber, especially bottom cavity, the core model is compact-sized, not complicated transmission mechanism, cooperate external manipulator,
The driving mechanisms such as hydraulic cylinder can realize the demoulding of automation.
As shown in Figure 1-3, in the present embodiment, core model includes a diaphragm capsule 6, diaphragm capsule 6 includes bottom plate 61, is located at 61 liang of bottom plate
Side plate (including left plate 621 and right side plate 622), the rotor plate 63 positioned at rear portion and the top plate 15 positioned at top of side,
Insole board 61 can also be welded on the bottom (not shown) of left plate 621 and right side plate 622 by the way of frame.
Block pulp mechanism is equipped in diaphragm capsule 6, block pulp mechanism includes main rotary shaft 7, fixing axle 8, from rotation axis 17 and baffle
9, main rotary shaft 7 is arranged along 6 length direction of diaphragm capsule, is fixed on the bracket 16 that one is located on bottom plate；It is solid on main rotary shaft 7
Surely there is fixing axle 8；It is coaxially connected in fixing axle 8 from rotation axis 17, baffle 9 is being connected from rotation axis 17.8 He of fixing axle
The diameter of main rotary shaft 7 can be less than, from the diameter of rotation axis 17 further to save space and weight, especially baffle 9
When for arc, baffle 9 is extended downwardly along the circumferential surface of main rotary shaft 7, so fixing axle 8, smaller from the diameter of rotation axis 17
The flexibility ratio of baffle 9 will not be influenced, is separated when in addition the baffle 9 of arcwall face also facilitates rotation with concrete.
In the present embodiment, fixing axle 8 include it is multiple on the circumferential surface of main rotary shaft 7 along the axially spaced-apart of main rotary shaft 7
Uniform fixed and arranged.One is connected between adjacent fixing axle 8 from rotation axis 17, is pivotly connected from rotation axis 7 and fixing axle 8
It connects, such as can will be socketed in the end of fixing axle 8 from the both ends of rotation axis 17, to form the connection knot for being similar to hinge
Structure.Each is fixedly connected with baffle 9 from rotation axis 17.
Be equipped with the opening that passes through for baffle 9 in 6 bottom surface of diaphragm capsule, baffle 9 include it is multiple, interval along fixing axle 8
Axial direction be arranged.Gap between adjacent baffle 9 is as the opening 10 passed through for transverse steel, main rotary shaft
When 7 rotation, fixing axle 8 is rotated with it, and then is driven from rotation axis 17 and rotated, and by driving baffle 9 bottom of from from rotation axis 17
Face decline stretches out diaphragm capsule 6 or rises income diaphragm capsule 6.After baffle 9 declines, bottom is against ground, other molds, die station or wallboard
Insulation board on, barrier concrete enter core mold bottom space.After pouring, diaphragm capsule itself is pulled, so that diaphragm capsule 6 and solidifying
Solid concrete separation, realize demoulding.Main rotary shaft 7 is stretched out from diaphragm capsule 6, facilitates connection manipulator, the driving mechanisms such as hydraulic cylinder,
Realize automation demoulding.
There is the rotor plate 63 between left plate 621 and right side plate 622, rotor plate 63 is horizontal around thereon on diaphragm capsule 6
Turning over axis 11 and can turn over to setting, the form of hinge can be used by turning over axis 11 specifically, so that rotation
Plate is overturn in a manner of hingedly rotating.The opening 12 passed through for vertical reinforcement is offered on rotor plate 63, rotor plate 63 installs mould
It is close to mould upstream when tool and fixed plate (being located at rotor plate opposite side, be not shown in the figure), side plate is formed together entirety, removes mould
It rotates when tool along turning over axis 11, is dug upwards to above vertical reinforcement to deviate from together with core model.
Further, it is additionally provided with positioning plate 13 on the main rotary shaft, for making main rotary shaft 7 go to predetermined position and consolidating
It is fixed.In the present embodiment, positioning plate 13 on the circumferential surface of 7 front end of main rotary shaft, works as master obliquely and to being arranged on the inside of diaphragm capsule 6
Rotation axis 7 is to when rotating on the inside of diaphragm capsule 6, and positioning plate 13 eventually moves therewith and contacts limit with diaphragm capsule bottom surface, due to each
The final position of rotation is fixed, the consistency of thickness of the cavity constructed when so ensure that each construction.
Block pulp mechanism can be one group, side in diaphragm capsule (as shown in figure 4, block pulp mechanism include main rotary shaft 7,
Baffle 9, fixing axle 8 and from rotation axis 17), the block pulp mechanism may be two groups, two sides (such as Fig. 1-in diaphragm capsule
Shown in 3).It when only one group, is applied in combination for two core models when use, i.e., two core models assemblings make when edge member is longer
With, a left side block pulp, a right side block pulp, two core models are then closely got together without block pulp mechanism side.
Further, in the top of rotor plate 63, there are one for the positioning protrusion 14 with top grout pipe corresponding matching
(as shown in Figure 3), with rapid alignment grout pipe.
Further, slideway 23 (shown in Fig. 7), when demoulding, baffle 9 can be set in the outside of baffle 9
It is convenient to be extracted out along slideway, further improve demoulding efficiency.It should be understood that slideway also can be set in baffle
Side.
When demoulding, if rotation main rotary shaft 7, rises baffle 9, baffle 9 still is possible to when twitching diaphragm capsule
It is fallen after rise because gravity declines, leads to not extract out under the limitation of lateral reinforcing bar.For this purpose, in the embodiment of the present invention, such as Figures 5 and 6
It is shown, be arranged with spring 18 on main rotary shaft, spring 18 step up the baffle 19 and bracket 16 being arranged on main rotary shaft 7 it
Between, for limiting the rotation of main rotary shaft 7.Thus during rising baffle 9, it can be by spring to main rotary shaft 7
Tensioner, prevent the whereabouts of baffle 9.
In use, as Figure 8-9, by taking common linear type wall as an example, by the diaphragm capsule 6 of core model in the outer side mode of wall
In tool 4, and the bed die 5 of the outside mold 4 through wall, so that remaining part of diaphragm capsule forms and pours sky unless each
Between, it, can (positioning protrusion be already embedded in Fig. 9 in positioning protrusion in order to further reserve grout lines in wall
In grout lines mold 22) on connect grout lines mold 22；It controls rotation axis 7 to rotate so that baffle 9 declines, cooperation is horizontal
Filling to reinforcing bar to gap between each baffle 9, barrier concrete are entered inside diaphragm capsule, have been poured to casting space
At, after concrete setting or basic solidification, control main rotary shaft 7 is rotated, so that baffle 9 rises, concrete and gear at this time
Then combination between pulpboard 9 passes through driving equipment (such as motor device, hydraulic cylinder) or logical because the movement of baffle is released from
It crosses and manually extracts diaphragm capsule out, so that it may form the internal wall with the cast-in-place cavity in bottom.
The core model mold can be adapted for the cavity of the edge member position of longitudinal rib wall, such as L Angle Position corner bottom
The bottom square cavity part of two side position of square cavity part (as shown in Figure 10), T-type delivery position and hole in portion is (as schemed
Shown in 11), the positions such as sleeper.Cast-in-place cavity 1 in these walls can be used made of the core model mold of the embodiment of the present invention,
From Figure 10,11 as can be seen that having the dew muscle slot of transverse steel 2 and vertical reinforcement 3 and exposure vertical reinforcement in cast-in-place cavity
20.The grout lines 21 of bottom are formed by the way that grout lines mold 22 and positioning protrusion 14 are reserved.
Specific case used herein elaborates inventive concept, the explanation of above example is only intended to
Help understands core of the invention thought.It should be pointed out that for those skilled in the art, not departing from this
Under the premise of inventive concept, any obvious modification, equivalent replacement or the other improvements made should be included in the present invention
Protection scope within.
Claims (9)
1. prefabricated board core model mold, which is characterized in that be equipped with including diaphragm capsule, in the diaphragm capsule and to be arranged along diaphragm capsule length direction
Main rotary shaft；It is fixed on main rotary shaft and the axial parallel fixing axle of the main rotary shaft；It is fixed in fixing axle from rotation
Axis；It is described that baffle is connected with from rotation axis；It is rotated with it under main rotary shaft rotation from rotation axis, drives baffle downward
The diaphragm capsule is stretched out, stops to enter diaphragm capsule bottom for pouring the concrete of prefabricated board.
2. prefabricated board core model mold according to claim 1, which is characterized in that the diaphragm capsule includes top plate, left plate, the right side
Side plate and bottom plate；The opening stretched out for the baffle is configured on the bottom plate.
3. prefabricated board core model mold according to claim 1, which is characterized in that the diaphragm capsule includes top plate, left plate, the right side
Side plate and under(-)chassis；The baffle can pass through under(-)chassis and stretch out the diaphragm capsule.
4. prefabricated board core model mold according to claim 2 or 3, which is characterized in that the diaphragm capsule further includes connection left side
The rotor plate of plate and right side plate, the opening that there is on the rotor plate vertical reinforcement for prefabricated board to pass through；The rotor plate
Middle part is the axis that turns over of a transverse direction, and the rotor plate can turn over axis overturning along described.
5. prefabricated board core model mold according to claim 4, which is characterized in that the rotor plate is towards on the outside of the diaphragm capsule
Surface be equipped with for and concrete grouting tube fit positioning protrusion.
6. prefabricated board core model mold according to claim 1, which is characterized in that the baffle be it is multiple, along described
The axially spaced-apart of fixing axle arranges, and the gap between adjacent baffle is the opening passed through for prefabricated board transverse steel.
7. prefabricated board core model mold according to claim 1 or 6, which is characterized in that the baffle is for arc panel or directly
Plate.
8. prefabricated board core model mold according to claim 1, which is characterized in that the main rotary shaft is equipped with positioning plate,
For fixed after so that the main rotary shaft is turned to predetermined position.
9. prefabricated board core model mold according to claim 8, which is characterized in that the positioning plate is fixed on the main rotation
On the circumferential surface of the front end of axis, when the main rotary shaft rotation after, the positioning plate rotates with it, finally with the bottom surface of the diaphragm capsule
Contact, and then the main rotary shaft is positioned.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810879266.6A CN108943345A (en) | 2018-08-03 | 2018-08-03 | Prefabricated board core model mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810879266.6A CN108943345A (en) | 2018-08-03 | 2018-08-03 | Prefabricated board core model mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108943345A true CN108943345A (en) | 2018-12-07 |
Family
ID=64467648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810879266.6A Pending CN108943345A (en) | 2018-08-03 | 2018-08-03 | Prefabricated board core model mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108943345A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004017462A (en) * | 2002-06-14 | 2004-01-22 | Moriyama Kogyo Kk | Inner mold for form apparatus and form apparatus |
| CN204869173U (en) * | 2015-05-29 | 2015-12-16 | 邝丽莹 | Gypsum moulding mould |
| CN205928976U (en) * | 2016-06-22 | 2017-02-08 | 建华建材投资有限公司 | I -shaped stake mold processing |
| CN209141123U (en) * | 2018-08-03 | 2019-07-23 | 承德绿建建筑节能科技有限公司 | Prefabricated board core model mold |
-
2018
- 2018-08-03 CN CN201810879266.6A patent/CN108943345A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004017462A (en) * | 2002-06-14 | 2004-01-22 | Moriyama Kogyo Kk | Inner mold for form apparatus and form apparatus |
| CN204869173U (en) * | 2015-05-29 | 2015-12-16 | 邝丽莹 | Gypsum moulding mould |
| CN205928976U (en) * | 2016-06-22 | 2017-02-08 | 建华建材投资有限公司 | I -shaped stake mold processing |
| CN209141123U (en) * | 2018-08-03 | 2019-07-23 | 承德绿建建筑节能科技有限公司 | Prefabricated board core model mold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013531B (en) | The concrete shear wall structure based on 3D printing with concave convex texture | |
| CN109837831A (en) | A kind of centrifugation prefabricated assembled concrete bridge pier and construction method | |
| CN209141123U (en) | Prefabricated board core model mold | |
| CN110409491A (en) | Stake plate type retaining wall one-piece casting formwork structure and its construction method | |
| CN111645185B (en) | Manufacturing process of prefabricated wallboard of assembly type building | |
| CN205989416U (en) | A kind of horizontal single storekeeper corridor mould | |
| CN110258907A (en) | A kind of prefabricated board and production method, laminated floor slab and production method | |
| CN108943345A (en) | Prefabricated board core model mold | |
| CN110485636A (en) | A kind of cavity frame column and its forming method | |
| CN105946099B (en) | Fill the method for construction of core assembly concrete beam | |
| CN207376882U (en) | A kind of assembly concrete variable cross-section newel post type shearing wall member and its making mold | |
| CN201645624U (en) | Integrated building component processing mold for exposing reinforcing steel bars | |
| CN206913378U (en) | It is a kind of can quickly pull the demoulding hollow wall plank of concrete rectangle duct drilling template | |
| CN215702639U (en) | Prefabricated reinforced concrete anticollision barrier mould | |
| CN206554428U (en) | A kind of precast stair connecting node | |
| CN109130015A (en) | A kind of adjustable pulled core structure of automobile die | |
| CN206512923U (en) | Multilayer prefabricated post of the one-shot forming with bracket | |
| CN207105209U (en) | A kind of precast stair mould | |
| CN209686711U (en) | Prefabricated laminated superposed column, reinforced column and assembled architecture body | |
| CN209244001U (en) | A kind of precast shear wall | |
| CN208359030U (en) | A kind of concrete prefabricated device | |
| CN220580305U (en) | High-strength gypsum mould box | |
| CN109057159A (en) | Prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction | |
| CN207376881U (en) | A kind of assembly concrete variable cross-section L-type shearing wall member and its making mold | |
| CN215331420U (en) | Civil engineering construction is with pouring template |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181207 |
|
| RJ01 | Rejection of invention patent application after publication |