CN110937869A - Method for manufacturing high-toughness clear water facing mortar material - Google Patents

Method for manufacturing high-toughness clear water facing mortar material Download PDF

Info

Publication number
CN110937869A
CN110937869A CN201910348716.3A CN201910348716A CN110937869A CN 110937869 A CN110937869 A CN 110937869A CN 201910348716 A CN201910348716 A CN 201910348716A CN 110937869 A CN110937869 A CN 110937869A
Authority
CN
China
Prior art keywords
parts
toughness
clear water
water
solid waste
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
Application number
CN201910348716.3A
Other languages
Chinese (zh)
Inventor
肖忠平
沈杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yangzhou Polytechnic Institute
Original Assignee
Yangzhou Polytechnic Institute
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Yangzhou Polytechnic Institute filed Critical Yangzhou Polytechnic Institute
Priority to CN201910348716.3A priority Critical patent/CN110937869A/en
Publication of CN110937869A publication Critical patent/CN110937869A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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 hydraulic cements other than calcium sulfates
    • C04B28/06Aluminous cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • C04B2111/00508Cement paints

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Processing Of Solid Wastes (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses a method for manufacturing a high-toughness clear water facing mortar material, which relates to the technical field of building materials, and comprises the following steps: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water.

Description

Method for manufacturing high-toughness clear water facing mortar material
Technical Field
The invention belongs to the technical field of building materials, and particularly relates to a method for manufacturing a high-toughness clear water facing mortar material.
Background
The building material is a general name of materials used in civil engineering and building engineering and can be divided into a structural material, a decorative material and some special materials, wherein the structural material comprises wood, bamboo, stone, cement, concrete, metal, tiles, ceramics, glass, engineering plastics, composite materials and the like, the decorative material comprises various coatings, paints, plating layers, veneers, tiles with various colors, glass with special effects and the like, and the special material is used for water proofing, moisture proofing, corrosion resistance, fire proofing, flame retardance, sound insulation, heat preservation, sealing and the like.
Disclosure of Invention
The invention aims to provide a method for manufacturing a high-toughness clear water facing mortar material, which adopts a novel cementing material system of sulphoaluminate cement and solid waste powder through an efficient grinding and activation excitation technology, changes the performance and the mixing amount of main materials such as the solid waste powder, fine aggregate, fiber and the like, and establishes a high-performance preparation technology of the high-toughness mortar through a fiber efficient dispersion technology and a cementing material homogenization dispersion technology so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the method for manufacturing the high-toughness fresh water facing mortar material comprises the following steps of: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water, wherein the manufacturing method comprises the following steps:
a, crushing a large amount of solid waste by using an efficient grinding and activation excitation technology to obtain solid waste powder;
b, weighing the raw materials according to the proportion, wherein the raw materials comprise the following components in percentage by weight: 25 parts of sulphoaluminate cement, 30 parts of solid waste powder, 8 parts of fine aggregate, 2 parts of a water reducing agent, 4 parts of anti-crack fiber, 6 parts of hydroxypropyl methyl cellulose, 1 part of a toughening agent and 15 parts of water;
step c, adding 25 parts of sulphoaluminate cement, 30 parts of solid waste powder and 8 parts of fine aggregate weighed in the step b into a stirrer, adding half of water (namely 7.5 parts) into the stirrer for stirring, and uniformly stirring and mixing to obtain a mixed material A;
d, adding the remaining water (7.5 parts), 4 parts of anti-crack fibers and 6 parts of hydroxypropyl methyl cellulose into the mixed material A for stirring, and uniformly stirring and mixing to obtain a mixed material B;
step e, adding 1 part of toughening agent and 2 parts of water reducing agent into the mixed material B for stirring, and uniformly stirring and mixing to obtain a high-toughness clear water finish mortar material;
and f, curing the high-toughness clear water facing mortar material for 2-5 days.
Preferably, the bulk solid waste in the step a is mainly construction waste, and the crushing preparation process comprises the following steps:
(1) and crushing: feeding the mixture after the building waste pretreatment into a hammer crusher for crushing;
(2) and separating impurities: separating metal objects in the crushed construction waste by adopting a magnetic separation method, and blowing out light impurities by utilizing an air separation method;
(3) and fine breaking: finely crushing the mixture after the impurity separation by using an impact crusher to obtain fragments of 5-40 mm;
(4) and sorting: separating the mixture by gravity method to control the mud content to be less than or equal to 0.05kg/m3And obtaining the construction waste recycled aggregate, namely the solid waste powder.
Preferably, river sand is adopted as the fine aggregate in the step b, the fineness modulus of the fine aggregate ranges from 2.4 to 2.6, and the mud content of the fine aggregate is controlled to be less than or equal to 0.05kg/m3
Preferably, the water reducing agent in the step b is a polycarboxylic acid high-efficiency water reducing agent.
Preferably, the anti-crack fiber in the step b is polypropylene anti-crack fiber, the diameter of the anti-crack fiber is less than or equal to 25 μm, the length of the anti-crack fiber is less than or equal to 40mm, and the breaking strength of the anti-crack fiber is greater than or equal to 200 MPa.
Preferably, the stirrer in the step c adopts high-speed stirring, and the stirring speed is 150-.
Preferably, in the step e, the special additive for the high-toughness clear water facing mortar is added when the stirrer is used for stirring, so that the high-toughness clear water facing mortar forms a high flow state, low viscosity and low porosity.
Compared with the prior art, the invention has the beneficial effects that:
(1) the invention adopts a novel cementing material system of sulphoaluminate cement and solid waste powder through an efficient grinding and activation excitation technology, changes the performance and the mixing amount of main materials such as the solid waste powder, fine aggregate, fiber and the like, and further establishes a high-performance preparation technology of the high-toughness mortar through a fiber efficient dispersion technology and a cementing material homogenization dispersion technology, thereby improving the mechanical property, the volume stability and the durability of the high-toughness clear water finish mortar material, and further improving the volume stability and the strength stability development problem of the high-toughness clear water finish mortar.
(2) Based on the surface characteristics of the gelled material particles and the water reduction, shrinkage reduction, viscosity reduction and enhancement mechanisms of the high-toughness mortar, the high-toughness fresh water facing mortar with extremely low water-to-gel ratio is endowed with high flow state, low viscosity and low porosity through the special additive for the high-toughness fresh water facing mortar, so that the fresh water property of the surface of the mortar is ensured.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1: the method for manufacturing the high-toughness fresh water facing mortar material comprises the following steps of: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water, wherein the manufacturing method comprises the following steps:
a, crushing a large amount of solid waste by using an efficient grinding and activation excitation technology to obtain solid waste powder;
b, weighing the raw materials according to the proportion, wherein the raw materials comprise the following components in percentage by weight: 25 parts of sulphoaluminate cement, 30 parts of solid waste powder, 8 parts of fine aggregate, 2 parts of a water reducing agent, 4 parts of anti-crack fiber, 6 parts of hydroxypropyl methyl cellulose, 1 part of a toughening agent and 15 parts of water;
step c, adding 25 parts of sulphoaluminate cement, 30 parts of solid waste powder and 8 parts of fine aggregate weighed in the step b into a stirrer, adding half of water (namely 7.5 parts) into the stirrer for stirring, and uniformly stirring and mixing to obtain a mixed material A;
d, adding the remaining water (7.5 parts), 4 parts of anti-crack fibers and 6 parts of hydroxypropyl methyl cellulose into the mixed material A for stirring, and uniformly stirring and mixing to obtain a mixed material B;
step e, adding 1 part of toughening agent and 2 parts of water reducing agent into the mixed material B for stirring, and uniformly stirring and mixing to obtain a high-toughness clear water finish mortar material;
and f, curing the high-toughness clear water facing mortar material for 2-5 days.
Further, the bulk solid waste in the step a is mainly construction waste, and the crushing preparation process comprises the following steps:
(1) and crushing: feeding the mixture after the building waste pretreatment into a hammer crusher for crushing;
(2) and separating impurities: separating metal objects in the crushed construction waste by adopting a magnetic separation method, and blowing out light impurities by utilizing an air separation method;
(3) and fine breaking: finely crushing the mixture after the impurity separation by using an impact crusher to obtain fragments of 5-40 mm;
(4) and sorting: separating the mixture by gravity method to control the mud content to be less than or equal to 0.05kg/m3And obtaining the construction waste recycled aggregate, namely the solid waste powder.
Specifically, river sand is adopted as the fine aggregate in the step b, the fineness modulus of the fine aggregate ranges from 2.4 to 2.6, and the mud content of the fine aggregate is controlled to be less than or equal to 0.05kg/m3
It is worth mentioning that the water reducing agent in the step b is a polycarboxylic acid high-efficiency water reducing agent.
Furthermore, the anti-crack fiber in the step b is polypropylene anti-crack fiber, the diameter of the anti-crack fiber is less than or equal to 25 micrometers, the length of the anti-crack fiber is less than or equal to 40mm, and the breaking strength of the anti-crack fiber is greater than or equal to 200 MPa.
Specifically, the stirrer in the step c adopts high-speed stirring, and the stirring speed is 150-.
And d, adding the special additive for the high-toughness fresh water facing mortar when the stirrer is used for stirring in the step e, so that the high-toughness fresh water facing mortar forms a high flow state, low viscosity and low porosity.
Example 2: the method for manufacturing the high-toughness clear water facing mortar material comprises the following raw materials: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water, wherein the manufacturing method comprises the following steps:
a, crushing a large amount of solid waste by using an efficient grinding and activation excitation technology to obtain solid waste powder;
b, weighing the raw materials according to the proportion, wherein the raw materials comprise the following components in percentage by weight: 25 parts of sulphoaluminate cement, 35 parts of solid waste powder, 12 parts of fine aggregate, 2 parts of water reducing agent, 4 parts of anti-crack fiber, 6 parts of hydroxypropyl methyl cellulose, 1 part of toughening agent and 18 parts of water;
step c, adding 25 parts of sulphoaluminate cement, 35 parts of solid waste powder and 12 parts of fine aggregate weighed in the step b into a stirrer, adding half of water (namely 9 parts) into the stirrer for stirring, and uniformly stirring and mixing to obtain a mixed material A;
d, adding the remaining water (namely 9 parts), 4 parts of anti-crack fibers and 6 parts of hydroxypropyl methyl cellulose into the mixed material A for stirring, and uniformly stirring and mixing to obtain a mixed material B;
step e, adding 1 part of toughening agent and 2 parts of water reducing agent into the mixed material B for stirring, and uniformly stirring and mixing to obtain a high-toughness clear water finish mortar material;
and f, curing the high-toughness clear water facing mortar material for 3-6 days.
Example 3: the method for manufacturing the high-toughness clear water facing mortar material comprises the following raw materials: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water, wherein the manufacturing method comprises the following steps:
a, crushing a large amount of solid waste by using an efficient grinding and activation excitation technology to obtain solid waste powder;
b, weighing the raw materials according to the proportion, wherein the raw materials comprise the following components in percentage by weight: 35 parts of sulphoaluminate cement, 45 parts of solid waste powder, 16 parts of fine aggregate, 4 parts of a water reducing agent, 6 parts of anti-crack fiber, 7 parts of hydroxypropyl methyl cellulose, 2 parts of a toughening agent and 20 parts of water;
step c, adding 35 parts of sulphoaluminate cement, 45 parts of solid waste powder and 16 parts of fine aggregate weighed in the step b into a stirrer, adding half of water (namely 10 parts) into the stirrer for stirring, and uniformly stirring and mixing to obtain a mixed material A;
d, adding the remaining water (namely 10 parts), 6 parts of anti-crack fibers and 7 parts of hydroxypropyl methyl cellulose into the mixed material A for stirring, and uniformly stirring and mixing to obtain a mixed material B;
step e, adding 2 parts of toughening agent and 4 parts of water reducing agent into the mixed material B for stirring, and uniformly stirring and mixing to obtain a high-toughness clear water finish mortar material;
and f, curing the high-toughness clear water facing mortar material for 5-7 days.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The method for manufacturing the high-toughness fresh water facing mortar material comprises the following steps of: 25-35 parts of sulphoaluminate cement, 30-45 parts of solid waste powder, 8-16 parts of fine aggregate, 2-8 parts of water reducing agent, 4-8 parts of anti-crack fiber, 6-9 parts of hydroxypropyl methyl cellulose, 1-3 parts of toughening agent and 15-20 parts of water, and is characterized in that: the manufacturing method comprises the following steps:
a, crushing a large amount of solid waste by using an efficient grinding and activation excitation technology to obtain solid waste powder;
b, weighing the raw materials according to the proportion, wherein the raw materials comprise the following components in percentage by weight: 25 parts of sulphoaluminate cement, 30 parts of solid waste powder, 8 parts of fine aggregate, 2 parts of a water reducing agent, 4 parts of anti-crack fiber, 6 parts of hydroxypropyl methyl cellulose, 1 part of a toughening agent and 15 parts of water;
step c, adding 25 parts of sulphoaluminate cement, 30 parts of solid waste powder and 8 parts of fine aggregate weighed in the step b into a stirrer, adding half of water (namely 7.5 parts) into the stirrer for stirring, and uniformly stirring and mixing to obtain a mixed material A;
d, adding the remaining water (7.5 parts), 4 parts of anti-crack fibers and 6 parts of hydroxypropyl methyl cellulose into the mixed material A for stirring, and uniformly stirring and mixing to obtain a mixed material B;
step e, adding 1 part of toughening agent and 2 parts of water reducing agent into the mixed material B for stirring, and uniformly stirring and mixing to obtain a high-toughness clear water finish mortar material;
and f, curing the high-toughness clear water facing mortar material for 2-5 days.
2. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: the bulk solid waste in the step a is mainly construction waste, and the crushing preparation process comprises the following steps:
(1) and crushing: feeding the mixture after the building waste pretreatment into a hammer crusher for crushing;
(2) and separating impurities: separating metal objects in the crushed construction waste by adopting a magnetic separation method, and blowing out light impurities by utilizing an air separation method;
(3) and fine breaking: finely crushing the mixture after the impurity separation by using an impact crusher to obtain fragments of 5-40 mm;
(4) and sorting: separating the mixture by gravity method to control the mud content to be less than or equal to 0.05kg/m3And obtaining the construction waste recycled aggregate, namely the solid waste powder.
3. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: the fine aggregate in the step b is river sand, the fineness modulus of the fine aggregate ranges from 2.4 to 2.6, and the mud content of the fine aggregate is controlled to be less than or equal to 0.05kg/m3
4. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: and the water reducing agent in the step b is a polycarboxylic acid high-efficiency water reducing agent.
5. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: the anti-crack fiber in the step b is polypropylene anti-crack fiber, the diameter of the anti-crack fiber is less than or equal to 25 micrometers, the length of the anti-crack fiber is less than or equal to 40mm, and the breaking strength of the anti-crack fiber is greater than or equal to 200 MPa.
6. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: the stirrer in the step c is stirred at a high speed, wherein the stirring speed is 150-.
7. The method for manufacturing the high-toughness clear water finishing mortar material according to claim 1, wherein the method comprises the following steps: and e, adding the special additive for the high-toughness clear water facing mortar when the stirrer is used for stirring, so that the high-toughness clear water facing mortar forms a high flow state, low viscosity and low porosity.
CN201910348716.3A 2019-04-18 2019-04-18 Method for manufacturing high-toughness clear water facing mortar material Pending CN110937869A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910348716.3A CN110937869A (en) 2019-04-18 2019-04-18 Method for manufacturing high-toughness clear water facing mortar material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910348716.3A CN110937869A (en) 2019-04-18 2019-04-18 Method for manufacturing high-toughness clear water facing mortar material

Publications (1)

Publication Number Publication Date
CN110937869A true CN110937869A (en) 2020-03-31

Family

ID=69905661

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910348716.3A Pending CN110937869A (en) 2019-04-18 2019-04-18 Method for manufacturing high-toughness clear water facing mortar material

Country Status (1)

Country Link
CN (1) CN110937869A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008180076A (en) * 2006-12-28 2008-08-07 Flowric:Kk Construction method of mortar concrete
CN106007562A (en) * 2016-05-19 2016-10-12 四川震强绿舍建材有限公司 Dry-mixed mortar prepared from construction waste recycled aggregate and preparation method of dry-mixed mortar
CN107619224A (en) * 2017-10-12 2018-01-23 绍兴职业技术学院 A kind of regeneration aggregate mortar of cracking resistance insulation and preparation method thereof
CN108529995A (en) * 2018-05-11 2018-09-14 肥西县碧涛建材有限公司 A kind of novel building mortar material of temperature-adjustable and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008180076A (en) * 2006-12-28 2008-08-07 Flowric:Kk Construction method of mortar concrete
CN106007562A (en) * 2016-05-19 2016-10-12 四川震强绿舍建材有限公司 Dry-mixed mortar prepared from construction waste recycled aggregate and preparation method of dry-mixed mortar
CN107619224A (en) * 2017-10-12 2018-01-23 绍兴职业技术学院 A kind of regeneration aggregate mortar of cracking resistance insulation and preparation method thereof
CN108529995A (en) * 2018-05-11 2018-09-14 肥西县碧涛建材有限公司 A kind of novel building mortar material of temperature-adjustable and preparation method thereof

Similar Documents

Publication Publication Date Title
CN111233407B (en) 3D printing solid waste concrete component and preparation method thereof
CN110590290B (en) Fully-recycled glass fiber reinforced plastic reinforced concrete and preparation method thereof
CN108164230B (en) Glass fiber reinforced cement material prepared from solid-waste mixture
CN108640603A (en) A kind of Portland cement base glass fiber reinforced cement material and preparation method thereof
CN108996969B (en) White self-compacting clear water C40 pump concrete
CN109626901B (en) Preparation method of high-toughness cement concrete
CN112299804B (en) Industrial solid waste concrete for prefabricated part and preparation method and application thereof
CN102303963A (en) Waterproof mortar and manufacturing method thereof
CN111205049B (en) Masonry mortar prepared from iron tailing powder and slag micro powder
CN114230299B (en) Full-solid-waste high-performance light material and preparation method and application thereof
CN110642577A (en) Preparation process of corrosion-resistant concrete pipe pile
CN108117340B (en) Ceramsite high-strength plate product and preparation method thereof
CN112374838B (en) Lithium slag concrete and preparation method thereof
CN110606712A (en) Production method of assembled bamboo sawdust aggregate foamed cement wall core material
CN115448647B (en) High-ductility regenerated powder geopolymer-based reinforcement repair material and preparation method thereof
CN116283100A (en) Nanometer SiO adopted 2 Concrete mixing ratio for modified geopolymer concrete fracture performance and preparation method thereof
CN102408209A (en) Ready mixed dry mortar and preparation method thereof
CN110937869A (en) Method for manufacturing high-toughness clear water facing mortar material
CN117209222A (en) Preparation method of building 3D printing material
CN114956707A (en) Concrete for frame structure house and preparation method thereof
CN110653936A (en) Novel light wall material with good compression resistance and manufacturing method thereof
CN112209641A (en) Method for preparing cement by using waste sintered shale
CN112250374B (en) Recycled concrete and preparation method thereof
CN109354436A (en) Dedicated glue material packet of the prewired mortar of a kind of washing sea sand adaptive type and preparation method thereof
CN112279574B (en) Preparation method of high-strength concrete

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: 20200331

WD01 Invention patent application deemed withdrawn after publication