CN110512861A - A kind of wall form support device and wall construction method - Google Patents
A kind of wall form support device and wall construction method Download PDFInfo
- Publication number
- CN110512861A CN110512861A CN201910812849.1A CN201910812849A CN110512861A CN 110512861 A CN110512861 A CN 110512861A CN 201910812849 A CN201910812849 A CN 201910812849A CN 110512861 A CN110512861 A CN 110512861A
- Authority
- CN
- China
- Prior art keywords
- conical pipe
- wall
- inserts
- hole
- support device
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000007789 sealing Methods 0.000 claims abstract description 16
- 238000005266 casting Methods 0.000 claims abstract description 12
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 238000009434 installation Methods 0.000 claims description 2
- 238000009416 shuttering Methods 0.000 abstract description 5
- 230000008595 infiltration Effects 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract description 2
- 239000003292 glue Substances 0.000 description 9
- 238000010586 diagram Methods 0.000 description 8
- 230000006872 improvement Effects 0.000 description 8
- 230000000694 effects Effects 0.000 description 6
- 229910000838 Al alloy Inorganic materials 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920006324 polyoxymethylene Polymers 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 230000008569 process 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of wall form support device and wall construction method, wall form support device includes the inserts of conical pipe and annular, and split bolt passes through the through-hole of inserts, and is fixed in the through-hole of inserts.Conical pipe is installed between two pieces of templates, then casting concrete；After concrete setting, form removal simultaneously knocks out conical pipe；Sealing piece finally is put into the taper hole of wall and fills waterproof mortar.The present invention between template by being arranged conical pipe to shuttering supporting, positioning, split bolt is fixed in conical pipe by inserts, the casting concrete between template, form removal, split bolt and conical pipe after concrete setting are made waterproof in the taper hole that wall is formed and are arranged to avoid infiltration.Conical pipe both plays a part of to protect split bolt in the present invention, also plays support shuttering；And conical pipe is easy to remove from wall, is not only convenient for making waterproof setting in taper hole, also can be recycled, and reduces construction cost.
Description
Technical field
The present invention relates to one of the realm of building construction support device, especially a kind of wall form support device, also
Including a kind of wall construction method.
Background technique
Building aluminum alloy mould plate becomes extensively in building field application at present, and building aluminum alloy mould plate is also exclusive by feat of its
The characteristics of and advantage, obtained building developer and the approval always wrapped, but traditional construction still has certain lack
It falls into, especially screw system builds aluminum alloy mould plate, the problem of about screw rod holes blocking and waterproof, perplexs then each construction always
Unit.As shown in FIG. 1 to FIG. 2, in traditional aluminum alloy mould plate wall construction method, since the wall thickness of glue cup pipe 6 is relatively thin and
Hardness is small, it is therefore desirable to cement inner bracing strip 7 be arranged in wall with support shuttering 3, while in casting concrete and remove glue
When cup pipe 6, glue cup pipe 6 is also easily broken not to be removed so as to cause Screw arbor with nut at both-ends.In addition, since glue cup pipe 6 is straight tube, both ends
Caliber is identical, therefore both can not remove or be not easy to setting sealing piece, can only stay in concrete glue cup pipe 6, then use
Waterproof mortar, which pours into, carries out sealing hole in glue cup pipe 6.It is long since the material of glue cup pipe 6 cannot be bonded well with concrete
Time get off glue cup pipe 6 can aging, lead to water percolation of wall.
Summary of the invention
The purpose of the present invention is to provide a kind of wall form support device, convenient for dismounting and subsequent waterproof construction；
Further include a kind of wall construction method, can guarantee the waterproof effect of wall.
The solution that the present invention solves its technical problem is:
A kind of wall form support device comprising the inserts of conical pipe and annular, the inserts are located at the big of conical pipe
Diameter end, the outside of the inserts are bonded with the through-hole wall of conical pipe, and split bolt passes through the through-hole of inserts, and is fixed on inserts
In through-hole.
As a further improvement of the above technical scheme, stepped part is circumferentially on the lateral surface of the conical pipe.
As a further improvement of the above technical scheme, the bigger diameter end of the conical pipe is toward flanging.
As a further improvement of the above technical scheme, the inside of the inserts is equipped with internal screw thread, split bolt and inserts
It is threadedly coupled.
As a further improvement of the above technical scheme, the through-hole of the conical pipe be taper hole, the taper hole it is big
The bigger diameter end of diameter end and conical pipe is located at the same end, the end face of the inserts and the end face of conical pipe.
A kind of wall construction method is installed conical pipe between two pieces of templates, is then poured between two pieces of templates mixed
Solidifying soil；After concrete setting, form removal simultaneously knocks out conical pipe；It finally is put into sealing piece in the taper hole of wall, only
Fill waterproof mortar in the both ends of water piece.
As a further improvement of the above technical scheme, comprising the following steps:
A. the template for installing wall medial and lateral, places multiple conical pipes in the same direction, to drawing between the template of medial and lateral
Bolt is fixed after passing through template and conical pipe；
B. casting concrete after concrete setting, removes split bolt and template；
C. conical pipe is beaten in the miner diameter end side of conical pipe, to conical pipe all be knocked out from wall, on wall
Form multiple taper holes；
D. sealing piece is placed at the middle part in taper hole, blocks the hole in taper hole, and filling-in from both ends using waterproof mortar
Metope.
As a further improvement of the above technical scheme, in step a, the bigger diameter end of conical pipe is close to the outside of wall.
As a further improvement of the above technical scheme, in step d, sealing piece is placed on the stepped part shoulder in taper hole
On.
As a further improvement of the above technical scheme, the length of conical pipe is x, and the gap length between two pieces of templates is
Y, y-x are less than or equal to 1mm.
The beneficial effects of the present invention are: the present invention by between template be arranged conical pipe with to shuttering supporting, positioning, it is right
Bolt is drawn to be fixed in conical pipe by inserts, the casting concrete between template, form removal after concrete setting, to drawing spiral shell
Bolt and conical pipe are made waterproof in the taper hole that wall is formed and are arranged to avoid infiltration.Conical pipe both plays protection pair in the present invention
The effect for drawing bolt, also plays support shuttering；And conical pipe is easy to remove from wall, is not only convenient for making in taper hole
Waterproof setting, also can be recycled, and reduce construction cost.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described.Obviously, described attached drawing is a part of the embodiments of the present invention, rather than is all implemented
Example, those skilled in the art without creative efforts, can also be obtained according to these attached drawings other designs
Scheme and attached drawing.
Fig. 1 is the schematic diagram after casting concrete in the prior art；
Fig. 2 is the wall schematic diagram after the completion of construction in the prior art；
Fig. 3 is the structural schematic diagram of wall form support device in the embodiment of the present invention one；
Fig. 4 is the structural schematic diagram of wall form support device in the embodiment of the present invention two；
Fig. 5 is the schematic diagram in the embodiment of the present invention one after casting concrete；
Fig. 6 is the wall schematic diagram after the completion of constructing in the embodiment of the present invention one；
Fig. 7 is the schematic diagram in the embodiment of the present invention two after casting concrete；
Fig. 8 is the wall schematic diagram after the completion of constructing in the embodiment of the present invention two.
Specific embodiment
It is carried out below with reference to technical effect of the embodiment and attached drawing to design of the invention, specific structure and generation clear
Chu is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this hair
Bright a part of the embodiment, rather than whole embodiments, based on the embodiment of the present invention, those skilled in the art are not being paid
Other embodiments obtained, belong to the scope of protection of the invention under the premise of creative work.In addition, be previously mentioned in text
All connection/connection relationships not singly refer to that component directly connects, and referring to can be added deduct according to specific implementation situation by adding
Few couple auxiliary, Lai Zucheng more preferably coupling structure.
In example 1, referring to Fig. 3, a kind of wall form support device comprising the inserts 2 of conical pipe 1 and annular,
The inserts 2 is located at the bigger diameter end of conical pipe 1, and the outside of the inserts 2 is bonded with the through-hole wall of conical pipe 1, and split bolt 8 is worn
The through-hole of inserts 2 is crossed, and is fixed in the through-hole of inserts 2.For guarantee conical pipe 1 and 8 relative position of split bolt stabilization, because
Dismountable inserts 2 is arranged in this in conical pipe 1, makes split bolt 8 is whole radial displacement not to occur with conical pipe substantially, at
Metope after type is more smooth.Inserts 2 is fixed in conical pipe 1 by way of mechanical presses or glue are pasted.Preferably, taper
Pipe is made of polyformaldehyde POM material, which has excellent mechanical performance, and elasticity modulus is high, and rigidity and surface hardness are all
It is very big, multiple installation and dismounting suitable for construction work.
It is further used as preferred embodiment, the bigger diameter end of the conical pipe 1 improves conical pipe 1 and mould toward flanging
The stability of the connection of plate 3.
It is further used as preferred embodiment, the inside of the inserts 2 is equipped with internal screw thread, split bolt 8 and 2 spiral shell of inserts
Line connection, makes to be capable of fixing between split bolt 8 and conical pipe 1, and metope is avoided to form out-of-flatness.
It is further used as preferred embodiment, the through-hole of the conical pipe 1 is taper hole, the bigger diameter end in the taper hole
It is located at the same end, the end face of the inserts 2 and the end face of conical pipe 1 with the bigger diameter end of conical pipe 1.Due to conical pipe 1
Through-hole is taper hole, therefore inserts 2 is easy to stabilization and is caught in conical pipe 1.
A kind of wall construction method, referring to Fig. 5~6 comprising following steps:
A. the template 3 for installing wall medial and lateral, places multiple conical pipes 1 in the same direction between the template 3 of medial and lateral, right
It is fixed after drawing bolt 8 to pass through template 3 and conical pipe 1.During installing conical pipe 1, the bigger diameter end of conical pipe 1 is close to wall
Outside place.Since the hardness of conical pipe 1 is big, it can guarantee the thickness of wall merely with conical pipe 1, no longer need to be arranged
Cement inner bracing strip.Multiple conical pipes 1 equably equidistantly distributed.
It is further used as preferred embodiment, the length of conical pipe 1 is x, and the gap length between two pieces of templates 3 is y,
Y-x is less than or equal to 1mm.When installing conical pipe 1, the bigger diameter end of conical pipe 1 is made to be adjacent to the template 3 in outside, it then will be to drawing
Bolt 8 runs through the template 3 and conical pipe 1 of two sides, is threadedly coupled split bolt 8 with inserts 2.It is not more than since conical pipe has
The negative common difference of 1mm, therefore ensure that the verticality of wall and the flatness of side
B. casting concrete after concrete setting, removes split bolt 8 and template 3.In the process of casting concrete
In, conical pipe 1 can protect split bolt 8, so that split bolt 8 is normally removed after the completion of pouring, recycles.
C. conical pipe 1 is beaten in the miner diameter end side of conical pipe 1, to conical pipe 1 all be knocked out from wall, wall
It is upper to form multiple taper holes 5.It is beaten outward using iron hammer and iron pipe from the inside of wall, to remove conical pipe 1.Conical pipe 1 exists
High outside and low outside hole is formed with after dismounting, on wall, it is ensured that the waterproof of external wall.
D. sealing piece 4 is placed at the middle part in taper hole 5, blocks the hole in taper hole 5 from both ends using waterproof mortar, and mend
Flat metope.Waterproof mortar can be bonded well with the concrete of wall, in addition being provided with sealing piece 4 in taper hole 5, therefore can be reached
To preferable waterproof effect.
As another embodiment, in example 2, referring to Fig. 4, Fig. 7~8, lateral surface last week of the conical pipe 1
To equipped with stepped part 11.Therefore the taper hole 5 on wall also forms stepped part.
Correspondingly, in the step d of wall construction method, sealing piece 4 is placed on the stepped part shoulder in taper hole 5.Rank
The placement positioning of sealing piece is convenient in terraced portion, and since waterproof mortar can be expanded in solidification, the waterproof mortar of 5 bigger diameter end of taper hole
Expansion squeezes sealing piece on the shoulder in taper hole 5, further reduces the gap of sealing piece side Yu taper hole 5, reaches more
Good waterproof effect.
It is to be illustrated to better embodiment of the invention, but the invention is not limited to the reality above
Example is applied, those skilled in the art can also make various equivalent modifications on the premise of without prejudice to spirit of the invention or replace
It changes, these equivalent variation or replacement are all included in the scope defined by the claims of the present application.
Claims (10)
1. a kind of wall form support device, it is characterised in that: the inserts (2) including conical pipe (1) and annular, the inserts
(2) it is located at the bigger diameter end of conical pipe (1), the outside of the inserts (2) is bonded with the through-hole wall of conical pipe (1), split bolt (8)
Through-hole across inserts (2), and be fixed in the through-hole of inserts (2).
2. wall form support device according to claim 1, it is characterised in that: on the lateral surface of the conical pipe (1)
It is circumferentially with stepped part (11).
3. wall form support device according to claim 1, it is characterised in that: the bigger diameter end of the conical pipe (1) is past
Flanging.
4. wall form support device according to claim 1, it is characterised in that: the inside of the inserts (2) is equipped with interior
Screw thread, split bolt (8) are threadedly coupled with inserts (2).
5. wall form support device according to claim 1, it is characterised in that: the through-hole of the conical pipe (1) is cone
Shape hole, the bigger diameter end in the taper hole and the bigger diameter end of conical pipe (1) are located at the same end, the end face of the inserts (2) and taper
Manage the end face of (1).
6. a kind of wall construction method, it is characterised in that: installation conical pipe (1) is between two pieces of templates (3), then in two pieces of moulds
Casting concrete between plate (3)；After concrete setting, form removal (3) simultaneously knocks out conical pipe (1)；Finally in the cone of wall
It is put into sealing piece (4) in shape hole (5), fills waterproof mortar at the both ends of sealing piece (4).
7. wall construction method according to claim 6, it is characterised in that: the following steps are included:
A. the template (3) for installing wall medial and lateral, places multiple conical pipes in the same direction (1) between the template (3) of medial and lateral,
Split bolt (8) passes through template (3) and conical pipe (1) is fixed afterwards；
B. casting concrete after concrete setting, removes split bolt (8) and template (3)；
C. conical pipe (1) is beaten in the miner diameter end side of conical pipe (1), so that conical pipe (1) is all knocked out from wall,
Multiple taper holes (5) are formed on wall；
D. sealing piece (4) are placed at the middle part of taper hole (5), block the hole of taper hole (5) from both ends using waterproof mortar,
And filling-in metope.
8. wall construction method according to claim 7, it is characterised in that: in step a, the bigger diameter end of conical pipe (1)
Close to the outside of wall.
9. wall construction method according to claim 7, it is characterised in that: in step d, sealing piece (4) is placed on cone
On the stepped part shoulder in shape hole (5).
10. wall construction method according to claim 7, it is characterised in that: the length of conical pipe (1) is x, two pieces of templates
(3) gap length between is y, and y-x is less than or equal to 1mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910812849.1A CN110512861A (en) | 2019-08-30 | 2019-08-30 | A kind of wall form support device and wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910812849.1A CN110512861A (en) | 2019-08-30 | 2019-08-30 | A kind of wall form support device and wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110512861A true CN110512861A (en) | 2019-11-29 |
Family
ID=68628215
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910812849.1A Pending CN110512861A (en) | 2019-08-30 | 2019-08-30 | A kind of wall form support device and wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110512861A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323991A (en) * | 2020-11-26 | 2021-02-05 | 中铁二十局集团第六工程有限公司 | Outer wall waterproof structure and construction method |
| CN112554591A (en) * | 2020-11-16 | 2021-03-26 | 浙江至方建设有限公司 | Construction method for anti-seepage inner and outer walls |
| CN114108847A (en) * | 2021-11-22 | 2022-03-01 | 中国三冶集团有限公司 | PVC through-wall water stop bolt pipe and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863353A (en) * | 2015-06-09 | 2015-08-26 | 广东建星建筑工程有限公司 | Construction template system |
| CN106381883A (en) * | 2016-08-30 | 2017-02-08 | 中国冶集团有限公司 | Seepage-proof construction method for through-wall rod |
| CN110145124A (en) * | 2019-05-29 | 2019-08-20 | 中铁十六局集团城市建设发展有限公司 | A kind of control shear wall level connects the reinforcement tools and its construction method of batch quality |
| CN210947708U (en) * | 2019-08-30 | 2020-07-07 | 佛山市中迅拓新材料科技有限公司 | Wall form strutting arrangement |
-
2019
- 2019-08-30 CN CN201910812849.1A patent/CN110512861A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863353A (en) * | 2015-06-09 | 2015-08-26 | 广东建星建筑工程有限公司 | Construction template system |
| CN106381883A (en) * | 2016-08-30 | 2017-02-08 | 中国冶集团有限公司 | Seepage-proof construction method for through-wall rod |
| CN110145124A (en) * | 2019-05-29 | 2019-08-20 | 中铁十六局集团城市建设发展有限公司 | A kind of control shear wall level connects the reinforcement tools and its construction method of batch quality |
| CN210947708U (en) * | 2019-08-30 | 2020-07-07 | 佛山市中迅拓新材料科技有限公司 | Wall form strutting arrangement |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554591A (en) * | 2020-11-16 | 2021-03-26 | 浙江至方建设有限公司 | Construction method for anti-seepage inner and outer walls |
| CN112323991A (en) * | 2020-11-26 | 2021-02-05 | 中铁二十局集团第六工程有限公司 | Outer wall waterproof structure and construction method |
| CN114108847A (en) * | 2021-11-22 | 2022-03-01 | 中国三冶集团有限公司 | PVC through-wall water stop bolt pipe and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110512861A (en) | A kind of wall form support device and wall construction method | |
| CN204431456U (en) | Mechanization rigging | |
| WO2021057388A1 (en) | Apparatus for fabricating concrete shaft wellbore model and usage method | |
| CN207063522U (en) | A kind of frame column high-supported formwork | |
| CN205438835U (en) | Assembled tongue -and -groove template down | |
| CN208966022U (en) | A kind of template poured for large-scale beam column | |
| CN107762053A (en) | Prefabricated basement pipeline module and preparation method thereof | |
| CN206591532U (en) | A kind of anchor lattice beam bank protection | |
| CN105064500A (en) | Balcony beam slab inner side filling wall body and main body structure integral casting construction method | |
| CN111810193A (en) | Small-section tunnel secondary lining construction method | |
| CN208763405U (en) | A kind of stifled built-in fitting in the end applied to building template built-in pipe | |
| CN106381883A (en) | Seepage-proof construction method for through-wall rod | |
| CN107542114A (en) | Shift to an earlier date the method for backfill at a kind of basement wall post-cast strip | |
| CN104790671A (en) | Auxiliary hopper for well chamber wall concreting | |
| CN207193782U (en) | A kind of pole type box culvert supporting embedded part of primary concreting Underground Culvert | |
| CN210459234U (en) | Steel supporting structure and supporting system | |
| CN207775674U (en) | Concrete road surface channel steel mould plate supporting device | |
| CN207597862U (en) | Special-shaped wall pours tooling | |
| CN207568634U (en) | Soap-free emulsion polymeization ring anchor pre-stress lining structure anchorage slot concrete backfill device | |
| CN206503353U (en) | The wall-connecting piece of scaffold | |
| CN206986732U (en) | A kind of bridge pier concrete casting device | |
| CN105756341B (en) | A kind of installation steps of hoistway formwork | |
| CN105421775B (en) | A kind of lintel construction method of brick mix structure | |
| CN109098438A (en) | A kind of template poured for large-scale beam column | |
| CN112160337A (en) | Construction method of equipment foundation with large embedded part |
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 |