CN106830775A - A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof - Google Patents
A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof Download PDFInfo
- Publication number
- CN106830775A CN106830775A CN201611157938.XA CN201611157938A CN106830775A CN 106830775 A CN106830775 A CN 106830775A CN 201611157938 A CN201611157938 A CN 201611157938A CN 106830775 A CN106830775 A CN 106830775A
- Authority
- CN
- China
- Prior art keywords
- glass bead
- reinforced concrete
- corrosion resistant
- sewer pipe
- containing glass
- 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
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/006—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing mineral polymers, e.g. geopolymers of the Davidovits type
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2641—Polyacrylates; Polymethacrylates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F283/00—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G
- C08F283/10—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G on to polymers containing more than one epoxy radical per molecule
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/23—Acid resistance, e.g. against acid air or rain
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/29—Frost-thaw resistance
Abstract
The invention discloses a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof; it is characterized in that; with flyash, slag powders, metakaolin, gypsum, sodium sulphate, naphthalene series high-efficiency water-reducing agent, sand, rubble, bisphenol A type epoxy resin E 44, benzoyl peroxide, acrylic acid, N, N dimethylethanolamines, organo montmorillonite, cement, steel fibre, calcined diatomite, reinforcing bar, glass bead, re-dispersible glue powder etc. are raw material.The present invention is prepared for aqueous epoxy resins by the method for graft copolymerization, obtains the network structure of polymer and concrete base material IPN;With organo montmorillonite as filler, it is added in aqueous epoxy resins matrix using high polymeric solution graft process, prepares aqueous epoxy resins/Nano composite material of montmorillonite;Uniform magnetic field is applied to steel fiber reinforced concrete mixture, the steel fiber reinforced concrete of unidirectional distribution is prepared, fiber utilization rate is high, and enhancing effect is good.
Description
Technical field
The present invention relates to a kind of preparation method of reinforced concrete sewer pipe, and in particular to a kind of insulation containing glass bead
Corrosion resistant type reinforced concrete sewer pipe and preparation method thereof.
Background technology
With the development of urban construction, start to build sewage treatment plant, substantial amounts of industrial wastewater and sanitary sewage need logical
Cross drainpipe and enter sewage treatment plant, and black water usually containing acid or other corrosive substances and concentration difference, this
Require that drainpipe has stronger decay resistance.
Liu Yuanxiang exists《The research and the application in drainpipe of alkali-activated slag flyash concrete performance》In one text, with
Flyash, slag, alkali-activator, FKJ special additives, sandstone aggregate etc. are raw material, are prepared for alkali ore slag fly ash coagulation
Soil;Stone is first put into during feeding, powder is then put into, then puts into sand, be eventually adding liquid exciting agent and water, use overhang roll legal system
Plumber's skill produces acidproof, alkali corrosion resistance concrete drain tile;Concrete drain tile uses steam curing, steam curing system point
For it is quiet stop, heat up, constant temperature, cooling four-stage.But it is not enough to there is decay resistance in gained drainpipe.
The present invention with the addition of metakaolin, have good filing effect and volcano ash effect in concrete;The present invention
With epoxy resin, acrylic acid as raw material, salt forming agent N, N- dimethylethanolamine is added, water is prepared for by the method for graft copolymerization
Property epoxy resin, is applied in modified cement-concrete, obtains the network structure of polymer and concrete base material IPN;This hair
It is bright to be added in aqueous epoxy resins matrix using high polymeric solution graft process with organo montmorillonite as filler, prepare
Aqueous epoxy resins/Nano composite material of montmorillonite;The characteristics of calcined diatomite has specific surface area high, finer grain size, uses
Carry out fill concrete cement matrix internal void, so as to improve the packing of concrete substrate, mechanical property, impervious freeze proof
Property;Uniform magnetic field is applied to steel fiber reinforced concrete mixture, the steel fiber reinforced concrete of unidirectional distribution, fiber utilization rate is prepared
Height, enhancing effect is good.Obtain a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead.
The content of the invention
The present invention solves the technical problem of a kind of insulation corrosion resistant type armored concrete containing glass bead of offer
Drainpipe and preparation method thereof, according to the technique prepare reinforced concrete sewer pipe mechanical property it is good, intensity is high, heat insulating ability
Good, corrosion resistance and good.
The technical problems to be solved by the invention are realized using following technical scheme:
Flyash 10-12, slag powders 10-17, metakaolin 4-6, gypsum 1-2, sodium sulphate 5-7, naphthalene series high-efficiency water-reducing agent 1-2,
Sand 14-17, rubble 4-8, bisphenol A type epoxy resin E-44 5-7, benzoyl peroxide 2-3, acrylic acid 3-6, N, N- dimethyl
Monoethanolamine 1-2, organo montmorillonite 3-5, cement 4-8, steel fibre 4-7, calcined diatomite 4-6, reinforcing bar 7-10, glass bead 2-4,
Re-dispersible glue powder 1-3, propylene glycol monomethyl ether, appropriate amount of water.
A kind of preparation method of the insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead, it is characterised in that press
Following steps are carried out:
A. flyash is mixed after mechanical grinding with slag powders, metakaolin, stir to obtain Binder Materials;
B. by gypsum, sodium sulphate mixing and ball milling it is uniform exciting agent, in adding a with naphthalene series high-efficiency water-reducing agent, re-dispersible glue powder
Resulting material, then with 2:4-6 adds sand and water, stirs to obtain mortar, adds the rubble of particle diameter 5-25mm, stirs 30-50min;
C. by bisphenol A type epoxy resin E-44 with 1:3-5 is dissolved in propylene glycol monomethyl ether, adds benzoyl peroxide, acrylic acid,
It is warming up to 105-115 DEG C of reaction 2-3h, stirring lower 1:4-6 adds N, N- dimethylethanolamines and water, and tune pH is 7-8, and addition has
Machine montmorillonite, 80-90 DEG C is reacted 1-2h, stand-by;
D. resulting material in a, b, c is mixed, adds cement, steel fibre, calcined diatomite, glass bead, stirred, it is right
Mixture applies uniform magnetic field;
E. by reinforcing bar treatment obtain framework of steel reinforcement shaping, by d resulting material input wherein, start overhang-roll tubing machine, overhang roll into
Type, steam curing, the demoulding, obtain a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead.
Reaction mechanism of the invention is as follows:
(1)Metakaolin is a kind of high-activity mineral blending material, and there is good filing effect and volcanic ash to imitate in concrete
Should, microstructure, intensity and the durability of concrete can be improved.
(2)With epoxy resin, acrylic acid as raw material, salt forming agent N, N- dimethylethanolamine is added, by graft copolymerization
Method is prepared for aqueous epoxy resins, is applied in modified cement-concrete, obtains polymer with concrete base material IPN
Network structure, composite has the characteristics of tensile strength is high, water absorption rate is low, and compressive strength loss is small.
(3)With organo montmorillonite as filler, aqueous epoxy resins matrix is added to using high polymeric solution graft process
In, aqueous epoxy resins/Nano composite material of montmorillonite is prepared, with high tenacity, impact resistance, decay resistance be strong, power
The characteristics of performance is good.
(4)The characteristics of calcined diatomite has specific surface area high, finer grain size, in fill concrete cement matrix
Portion's hole, so as to improve packing, mechanical property, the impervious frost resistance of concrete substrate.
(5)Apply uniform magnetic field to steel fiber reinforced concrete mixture, steel fibre is subject to magnetic fields so that most of steel is fine
Dimension direction is consistent with magnetic direction or close, forms unidirectional distribution, prepares the steel fiber reinforced concrete of unidirectional distribution, fiber utilization
Rate is high, and enhancing effect is good.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that the present invention is realized are easy to understand, tie below
Specific embodiment is closed, the present invention is expanded on further.
Embodiment
A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead, by the raw material system of following weight parts (g)
:
Flyash 12, slag powders 17, metakaolin 6, gypsum 2, sodium sulphate 7, naphthalene series high-efficiency water-reducing agent 2, sand 17, rubble 8, bis-phenol
A types epoxy resin E-44 7, benzoyl peroxide 3, acrylic acid 6, N, N- dimethylethanolamines 2, organo montmorillonite 5, cement 8,
Steel fibre 7, calcined diatomite 6, reinforcing bar 10, glass bead 4, re-dispersible glue powder 3, propylene glycol monomethyl ether, appropriate amount of water.
A kind of preparation method of the insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead, it is characterised in that press
Following steps are carried out:
A. flyash is mixed after mechanical grinding with slag powders, metakaolin, stir to obtain Binder Materials;
B. by gypsum, sodium sulphate mixing and ball milling it is uniform exciting agent, in adding a with naphthalene series high-efficiency water-reducing agent, re-dispersible glue powder
Resulting material, then with 2:6 add sand and water, stir to obtain mortar, add the rubble of particle diameter 10-20mm, stir 30-40min;
C. by bisphenol A type epoxy resin E-44 with 1:5 are dissolved in propylene glycol monomethyl ether, add benzoyl peroxide, acrylic acid, rise
Temperature stirs lower 1 to 105-115 DEG C of reaction 3h:6 add N, N- dimethylethanolamines and water, and tune pH is 7-8, adds organic illiteracy to take off
Soil, 80-90 DEG C is reacted 1h, stand-by;
D. resulting material in a, b, c is mixed, adds cement, steel fibre, calcined diatomite, glass bead, stirred, it is right
Mixture applies uniform magnetic field;
E. by reinforcing bar treatment obtain framework of steel reinforcement shaping, by d resulting material input wherein, start overhang-roll tubing machine, overhang roll into
Type, steam curing, the demoulding, obtain a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead.
A kind of insulation corrosion resistant type reinforced concrete sewer pipe performance detection containing glass bead prepared by above-described embodiment
Result is as follows:
Acidproof and alkali corrosion resistance coefficient >=0.87, drainpipe cracking load >=61kN/m, failing load >=89kN/m reaches
The I grade of pipe requirement of 1200mm reinforced concrete sewer pipes.
Claims (2)
1. a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead, it is characterised in that by following weight parts
Raw material is obtained:
Flyash 10-12, slag powders 10-17, metakaolin 4-6, gypsum 1-2, sodium sulphate 5-7, naphthalene series high-efficiency water-reducing agent 1-2,
Sand 14-17, rubble 4-8, bisphenol A type epoxy resin E-44 5-7, benzoyl peroxide 2-3, acrylic acid 3-6, N, N- dimethyl
Monoethanolamine 1-2, organo montmorillonite 3-5, cement 4-8, steel fibre 4-7, calcined diatomite 4-6, reinforcing bar 7-10, glass bead 2-4,
Re-dispersible glue powder 1-3, propylene glycol monomethyl ether, appropriate amount of water.
2. it is according to claim 1 it is a kind of containing glass bead insulation corrosion resistant type reinforced concrete sewer pipe preparation side
Method, it is characterised in that carry out according to the following steps:
Flyash is mixed after mechanical grinding with slag powders, metakaolin, stir to obtain Binder Materials;
B. by gypsum, sodium sulphate mixing and ball milling it is uniform exciting agent, in adding a with naphthalene series high-efficiency water-reducing agent, re-dispersible glue powder
Resulting material, then with 2:4-6 adds sand and water, stirs to obtain mortar, adds the rubble of particle diameter 5-25mm, stirs 30-50min;
C. by bisphenol A type epoxy resin E-44 with 1:3-5 is dissolved in propylene glycol monomethyl ether, adds benzoyl peroxide, acrylic acid,
It is warming up to 105-115 DEG C of reaction 2-3h, stirring lower 1:4-6 adds N, N- dimethylethanolamines and water, and tune pH is 7-8, and addition has
Machine montmorillonite, 80-90 DEG C is reacted 1-2h, stand-by;
D. resulting material in a, b, c is mixed, adds cement, steel fibre, calcined diatomite, glass bead, stirred, it is right
Mixture applies uniform magnetic field;
E. by reinforcing bar treatment obtain framework of steel reinforcement shaping, by d resulting material input wherein, start overhang-roll tubing machine, overhang roll into
Type, steam curing, the demoulding, obtain a kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611157938.XA CN106830775A (en) | 2016-12-15 | 2016-12-15 | A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611157938.XA CN106830775A (en) | 2016-12-15 | 2016-12-15 | A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106830775A true CN106830775A (en) | 2017-06-13 |
Family
ID=59140368
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611157938.XA Pending CN106830775A (en) | 2016-12-15 | 2016-12-15 | A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106830775A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107202223A (en) * | 2017-06-23 | 2017-09-26 | 成都金玉雄辉建筑工程有限公司 | Anti-corrosion push pipe |
CN107555898A (en) * | 2017-08-23 | 2018-01-09 | 浙江裕洋隧道管片制造有限公司 | For pouring the concrete of subway segment and the manufacturing process of subway segment |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102320775A (en) * | 2010-09-07 | 2012-01-18 | 深圳市陆基建材技术有限公司 | Seawater corrosion resisting mineral additive for concrete, and preparation method thereof |
CN103224356A (en) * | 2013-02-07 | 2013-07-31 | 黄贺明 | Green environmentally-friendly powder reinforced concrete water delivery pipe |
CN105948803A (en) * | 2016-06-02 | 2016-09-21 | 湖州汇能新材料科技有限公司 | Preparing method for aerated concrete products |
-
2016
- 2016-12-15 CN CN201611157938.XA patent/CN106830775A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102320775A (en) * | 2010-09-07 | 2012-01-18 | 深圳市陆基建材技术有限公司 | Seawater corrosion resisting mineral additive for concrete, and preparation method thereof |
CN103224356A (en) * | 2013-02-07 | 2013-07-31 | 黄贺明 | Green environmentally-friendly powder reinforced concrete water delivery pipe |
CN105948803A (en) * | 2016-06-02 | 2016-09-21 | 湖州汇能新材料科技有限公司 | Preparing method for aerated concrete products |
Non-Patent Citations (1)
Title |
---|
穆惠民: "《中国建材技术装备制造安装维护与修理》", 30 September 2002 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107202223A (en) * | 2017-06-23 | 2017-09-26 | 成都金玉雄辉建筑工程有限公司 | Anti-corrosion push pipe |
CN107555898A (en) * | 2017-08-23 | 2018-01-09 | 浙江裕洋隧道管片制造有限公司 | For pouring the concrete of subway segment and the manufacturing process of subway segment |
CN107555898B (en) * | 2017-08-23 | 2020-11-20 | 浙江裕洋隧道管片制造有限公司 | Concrete for pouring subway segments and manufacturing process of subway segments |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Liew et al. | Green concrete: Prospects and challenges | |
Kumar et al. | Cleaner production of self-compacting concrete with selected industrial rejects-an overview | |
Qu et al. | Effects of seawater and undesalted sea sand on the hydration products, mechanical properties and microstructures of cement mortar | |
CN103848603B (en) | A kind of non-evaporating pressure PHC tubular pile concrete containing the strongest complex mineral material and preparation method thereof | |
CN104030634A (en) | High-strength and high-toughness reactive powder concrete of carbon doped nano-tube and preparation method of high-strength and high-toughness reactive powder concrete | |
Farzadnia et al. | Incorporation of mineral admixtures in sustainable high performance concrete | |
CN102951876A (en) | Vibration-free self-compacting concrete composition | |
CN101555116A (en) | Method for preparing high-strength concrete | |
CN105837135A (en) | Pervious concrete for road and manufacturing method thereof | |
CN104478325A (en) | C90-grade self-compaction high-strength concrete and preparation method thereof | |
CN100462324C (en) | Powder coal ash expanding self-dense concrete for filling square steel pipe | |
CN106746990A (en) | Enhanced corrosion resistant type reinforced concrete sewer pipe of a kind of modified polypropylene fiber and preparation method thereof | |
CN104671719A (en) | Cement-based reinforced grouting material with strong acid resistance | |
CN104150840A (en) | C60 full-manufactured sand super high-rise pump concrete | |
CN106673568A (en) | Silica sol-modified corrosion-resistant reinforced concrete drain pipe and preparation method thereof | |
Krot et al. | Resource-saving technologies for advanced concrete in the Republic of Bashkortostan | |
CN107032695A (en) | Steel Fiber Reinforced Self-compacting Concrete and preparation method thereof, prefabricated components | |
CN108191357A (en) | A kind of enhancing C30 flyash-haydite concretes and preparation method thereof | |
Vatannia et al. | Development of economic, practical and green ultra-high performance fiber reinforced concrete verified by particle packing model | |
CN104944869A (en) | Grouting material for connecting prefabricated assembled concrete component sleeve | |
Aliabdo et al. | Permeability indices and corrosion resistance of geopolymer and Portland cement concretes | |
CN106630794A (en) | Hydrophobic group-containing Anti-corrosion reinforced concrete water discharge pipe and preparation method thereof | |
Ge et al. | Research on the performance of seawater sea-sand concrete: A review | |
CN106830775A (en) | A kind of insulation corrosion resistant type reinforced concrete sewer pipe containing glass bead and preparation method thereof | |
CN104420465A (en) | Prestressed concrete pile and production 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 | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170613 |
|
WD01 | Invention patent application deemed withdrawn after publication |