CN111995299A - Antirust cement base material and antirust concrete - Google Patents

Antirust cement base material and antirust concrete Download PDF

Info

Publication number
CN111995299A
CN111995299A CN202010679939.0A CN202010679939A CN111995299A CN 111995299 A CN111995299 A CN 111995299A CN 202010679939 A CN202010679939 A CN 202010679939A CN 111995299 A CN111995299 A CN 111995299A
Authority
CN
China
Prior art keywords
hydrogen
base material
concrete
antirust
cement
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
CN202010679939.0A
Other languages
Chinese (zh)
Inventor
宫地浩
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.)
Shenzhen Facai Technology Co ltd
Original Assignee
Shenzhen Facai Technology Co ltd
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 Shenzhen Facai Technology Co ltd filed Critical Shenzhen Facai Technology Co ltd
Priority to CN202010679939.0A priority Critical patent/CN111995299A/en
Publication of CN111995299A publication Critical patent/CN111995299A/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
    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B3/00Hydrogen; Gaseous mixtures containing hydrogen; Separation of hydrogen from mixtures containing it; Purification of hydrogen
    • C01B3/02Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen
    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B3/00Hydrogen; Gaseous mixtures containing hydrogen; Separation of hydrogen from mixtures containing it; Purification of hydrogen
    • C01B3/02Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen
    • C01B3/04Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen by decomposition of inorganic compounds, e.g. ammonia
    • C01B3/042Decomposition of water
    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B3/00Hydrogen; Gaseous mixtures containing hydrogen; Separation of hydrogen from mixtures containing it; Purification of hydrogen
    • C01B3/02Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen
    • C01B3/06Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen by reaction of inorganic compounds containing electro-positively bound hydrogen, e.g. water, acids, bases, ammonia, with inorganic reducing agents
    • C01B3/065Production of hydrogen or of gaseous mixtures containing a substantial proportion of hydrogen by reaction of inorganic compounds containing electro-positively bound hydrogen, e.g. water, acids, bases, ammonia, with inorganic reducing agents from a hydride
    • 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B2203/00Integrated processes for the production of hydrogen or synthesis gas
    • C01B2203/02Processes for making hydrogen or synthesis gas
    • C01B2203/0266Processes for making hydrogen or synthesis gas containing a decomposition step
    • 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
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/26Corrosion of reinforcement resistance
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/30Hydrogen technology
    • Y02E60/36Hydrogen production from non-carbon containing sources, e.g. by water electrolysis

Abstract

The invention discloses an antirust cement base material which comprises a gel material and a hydrogen-based material, wherein the hydrogen-based material contains hydrogen or generates hydrogen. The invention prevents the steel bar from being corroded and oxidized by hydrogen, effectively prevents the steel bar in the concrete from being corroded, and thereby prolongs the service life of the concrete steel bar.

Description

Antirust cement base material and antirust concrete
Technical Field
The invention relates to the technical field of building concrete, in particular to an antirust cement base material and antirust concrete.
Background
The cement base material is the main raw material of reinforced concrete, and the reinforced concrete is the main structure of civil and engineering buildings. Chloride ions, salts and the like in water can generate electrochemical oxidation corrosion action on the reinforced concrete.
At present, in order to avoid the corrosion of water to concrete and further to the corrosion to the internal steel bar structure, the corrosion to the steel bar and the concrete is slowed down by adopting the operation modes of coating an anticorrosive material on the surface of the concrete, adding the anticorrosive material into the concrete, coating an anticorrosive layer on the surface of the steel bar and the like.
Chinese patent 201410275357.0 discloses a permeable crystallization coating and its application in improving the corrosion resistance of steel fiber concrete, and discloses a cement-based permeable crystallization coating prepared from active components, reaction auxiliary agents, reaction promoters, framework materials and cement. After the coating is coated on the surface of concrete, insoluble dendritic crystals are generated in the internal pores and cracks of the steel fiber concrete through chemical conversion reaction to block the internal pores and seal capillary channels, so that the concrete is expected to prevent the invasion of various chemical erosion substances, and the purposes of rust prevention and corrosion prevention are achieved. However, the effect of this rust preventive coating is limited by the permeability of the coating and the state of the concrete, and it requires a large area of coating, and the efficiency is low.
The marine concrete disclosed in chinese patent 201410131941.9 comprises main raw materials including a cementitious material, fine aggregates, coarse aggregates, water and an additive, wherein the cementitious material includes cement, mineral powder and fly ash, and the main raw materials comprise, by mass: 500 portions of gelled material 380, wherein: 225 parts of cement 175-plus, 135-163.8 parts of mineral powder, 79-100 parts of fly ash, 773 parts of fine aggregate 730-plus, 1112 parts of coarse aggregate 1050-plus, 150 parts of water and 14.22-19.5 parts of admixture. The invention optimizes and integrates the corrosion-resistant and rust-resistant properties of each component, and effectively improves the permeability resistance and durability of the concrete. But the passivation protection effect on the surface of the steel bar in the concrete is poor, the steel bar is easy to corrode and rust, and the risk potential is increased.
Disclosure of Invention
The invention aims to solve the technical problem of providing an antirust cement base material which has strong corrosion resistance and good durability.
The invention also aims to solve the technical problem of providing the antirust concrete which has strong corrosion resistance and good durability.
In order to solve the technical problem, the invention provides an antirust cement base material, which comprises a gel material and a hydrogen-based material, wherein the hydrogen-based material contains hydrogen or generates hydrogen.
As an improvement of the above aspect, the hydrogen-based material for generating hydrogen is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 5-20 percent;
10-20% of sodium hydroxide or sodium bicarbonate;
and the mass fraction of the silicon dioxide is 60-80%.
In an improvement of the above, the magnesium dihydride is 8 to 15 mass percent.
In an improvement of the above scheme, the mass fraction of the sodium hydroxide is 10% to 15%.
As an improvement of the scheme, the mass fraction of the silicon dioxide is 65-75%.
As an improvement of the scheme, 2-6 g of hydrogen generating powder is added into 1000g of gel material.
As an improvement of the scheme, 2-4 g of hydrogen generating powder is added into 1000g of gel material.
In an improvement of the above scheme, the hydrogen-based material containing hydrogen is hydrogen-rich water, and the concentration of hydrogen in the hydrogen-rich water is 0.1-0.3 ppm.
As a refinement of the above, the gel material comprises cement.
Correspondingly, the invention also provides antirust concrete which comprises the antirust cement base material.
The implementation of the invention has the following beneficial effects:
the antirust cement base material provided by the invention prevents the steel bars from being corroded and oxidized by hydrogen, effectively prevents the steel bars in the concrete from being corroded, and thus prolongs the service life of the concrete steel bars.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail below.
The invention provides an antirust cement base material which comprises a gel material and a hydrogen-based material, wherein the hydrogen-based material contains hydrogen or generates hydrogen.
The gel material comprises cement. Preferably, the cement is silicon cement.
Wherein, the hydrogen-based material for generating hydrogen is hydrogen generating powder, preferably, the hydrogen generating powder comprises:
magnesium dihydride with the mass fraction of 5-20 percent;
10-20% of sodium hydroxide or sodium bicarbonate;
and the mass fraction of the silicon dioxide is 60-80%.
Preferably, the mass fraction of the magnesium dihydride is 8 to 15%.
Preferably, the mass fraction of the sodium hydroxide is 10% to 15%.
Preferably, the mass fraction of the silica is 65% to 75%.
The magnesium dihydride is used as a hydrogen producing agent and reacts with water to produce magnesium hydroxide and hydrogen.
The silicon dioxide is used as a buffering agent, does not react with water, is an inert substance, is distributed around the hydrogen producing agent, can reduce the contact area of the hydrogen producing agent and water, and ensures that the reaction is not too violent.
The sodium hydroxide or sodium bicarbonate can allow water and magnesium dihydride to react fully within a certain time.
And secondly, the hydrogen-based material containing hydrogen is hydrogen-rich water, and preferably, the concentration of the hydrogen in the hydrogen-rich water is 0.1-0.3 ppm.
When the hydrogen-based material is hydrogen-rich water, the hydrogen-rich water is directly added into the concrete for use when the cement base material is used for manufacturing the concrete. The amount of hydrogen-rich water is calculated according to the amount of water required for concrete production. Generally, the amount of hydrogen-rich water is equal to the amount of water required for concrete production.
When the hydrogen-based material is hydrogen generating powder, 2-6 g of hydrogen generating powder is added into 1000g of gel material, and the hydrogen generating powder and the gel material are uniformly mixed to be used as a cement base material. The cement base material of the present invention is used for producing concrete according to a conventional method.
In the invention, when the hydrogen-based material is hydrogen generating powder, water is required to be added when the cement base material is used, the hydrogen generating powder reacts with the water to generate hydrogen, the concentration of the hydrogen can reach tens of thousands of ppm, and the hydrogen is a strong reducing agent, so that the hydrogen-based material has an anti-oxidation function and can effectively prevent the reinforcing steel bar from being corroded and oxidized. In addition, hydrogen can be attached to the surface of the steel bar, so that various chemical substances are prevented from entering, and the purposes of rust prevention and corrosion prevention are achieved. Furthermore, a large amount of tiny pores are formed after the concrete is cured, redundant hydrogen can be stored in the tiny pores to block the pores in the concrete, so that capillary channels are sealed, the invasion of various chemical substances is further prevented, and the purposes of rust prevention and corrosion prevention are achieved.
In the invention, when the hydrogen-based material is hydrogen-rich water, the hydrogen in the water can be attached to the surface of the steel bar and filled into the pores of the concrete, thereby achieving the same purposes of rust prevention and corrosion prevention.
Correspondingly, the invention also provides antirust concrete which comprises the antirust cement base material.
The invention will be further developed by means of the following specific examples
Example 1
An antirust cement base material comprising 1000g of a silica cement and 2g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 5 percent;
sodium hydroxide, the mass fraction of which is 20 percent;
and 75% of silicon dioxide by mass.
Example 2
An antirust cement base material comprising 1000g of silica cement and 3g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 8 percent;
sodium hydroxide, the mass fraction of which is 18 percent;
and 74% of silicon dioxide by mass.
Example 3
An antirust cement base material comprising 1000g of a silica cement and 4g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride, the mass fraction of which is 15%;
sodium bicarbonate, the mass fraction of which is 13%;
and silica in a mass fraction of 72%.
Example 4
An antirust cement base material comprising 1000g of a silica cement and 5g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 17 percent;
12% of sodium hydroxide by mass;
and (3) silica, the mass fraction of which is 71%.
Example 5
An antirust cement base material comprising 1000g of silica cement and 6g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 20 percent;
10% of sodium hydroxide by mass;
and silicon dioxide, the mass fraction of which is 70%.
Example 6
An antirust cement substrate comprising a silicon cement and a hydrogen-based material, the hydrogen-based material being a hydrogen-rich water, wherein the hydrogen concentration is 0.1 ppm.
Example 7
An antirust cement substrate comprising a silicon cement and a hydrogen-based material, the hydrogen-based material being a hydrogen-rich water, wherein the hydrogen concentration is 0.2 ppm.
Example 8
An antirust cement substrate comprising a silicon cement and a hydrogen-based material, the hydrogen-based material being a hydrogen-rich water, wherein the hydrogen concentration is 0.3 ppm.
Comparative example 1
A cementitious substrate comprising 1000g of silica cement and 0.5g of a hydrogen-based material which is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 20 percent;
10% of sodium hydroxide by mass;
and silicon dioxide, the mass fraction of which is 70%.
Comparative example 2
A cement substrate comprising a silica cement and a hydrogen-based material, the hydrogen-based material being a hydrogen rich water with a hydrogen concentration of 0.05 ppm.
Comparative example 3
A cementitious substrate comprising portland cement.
The cement base materials of examples 1 to 8 and comparative examples 1 to 3 were made into concrete according to the same scheme, and reinforcing bars were put into the concrete, wherein the concrete wrapped the reinforcing bars.
The concrete of examples 1 to 8 and comparative examples 1 to 3 were subjected to the following tests of items after being left for 1 year at normal temperature and pressure:
1. rust prevention test
And (4) taking out the steel bars in the concrete, and observing the corrosion condition of the steel bars.
2. Mechanical property test
The compressive strength is carried out according to the general concrete mechanical property test method (GB/T50081-2002).
The test results are as follows:
Figure BDA0002585464400000051
Figure BDA0002585464400000061
from the above results, it can be seen that the concrete prepared by adding a certain amount of hydrogen generating powder or hydrogen to a cement base material of the present invention effectively prevents the reinforcing bars in the concrete from being corroded without damaging the strength of the concrete, thereby improving the service life of the concrete reinforcing bars.
While the invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the invention is not to be limited to the disclosed embodiment, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.

Claims (10)

1. An antirust cement base material, characterized by comprising a gel material and a hydrogen-based material, wherein the hydrogen-based material contains hydrogen gas, or the hydrogen-based material generates hydrogen gas.
2. The rustproof cement substrate according to claim 1, wherein the hydrogen-based material for generating hydrogen is a hydrogen generating powder comprising:
magnesium dihydride with the mass fraction of 5-20 percent;
10-20% of sodium hydroxide or sodium bicarbonate;
and the mass fraction of the silicon dioxide is 60-80%.
3. The rust inhibitive cement base material according to claim 2, wherein the mass fraction of said magnesium dihydride is 8% to 15%.
4. The rust inhibitive cement base material according to claim 2, wherein said sodium hydroxide is present in an amount of 10% to 15% by mass.
5. The rust inhibitive cement base material according to claim 2, wherein said silica is contained in an amount of 65% to 75% by mass.
6. The rust inhibitive cement base material according to claim 2, wherein 2 to 6g of hydrogen generating powder is added to 1000g of the gel material.
7. The rust inhibitive cement base material according to claim 6, wherein 2 to 4g of hydrogen generating powder is added to 1000g of the gel material.
8. The rust inhibitive cement base material according to claim 1, wherein said hydrogen-based material containing hydrogen is hydrogen-rich water, and the concentration of hydrogen in said hydrogen-rich water is 0.1 to 0.3 ppm.
9. The rustproof cement substrate of claim 1, wherein the gel material comprises cement.
10. An antirust concrete comprising the antirust cement base material according to any one of claims 1 to 9.
CN202010679939.0A 2020-07-15 2020-07-15 Antirust cement base material and antirust concrete Pending CN111995299A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010679939.0A CN111995299A (en) 2020-07-15 2020-07-15 Antirust cement base material and antirust concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010679939.0A CN111995299A (en) 2020-07-15 2020-07-15 Antirust cement base material and antirust concrete

Publications (1)

Publication Number Publication Date
CN111995299A true CN111995299A (en) 2020-11-27

Family

ID=73467166

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010679939.0A Pending CN111995299A (en) 2020-07-15 2020-07-15 Antirust cement base material and antirust concrete

Country Status (1)

Country Link
CN (1) CN111995299A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1398243A (en) * 2000-01-27 2003-02-19 帝国科技及医学学院 Process for protection of reinforced concrete
EP2465837A1 (en) * 2010-12-17 2012-06-20 Obayashi Corporation Seawater-mixed concrete, concrete structure constructed with the same, and design method of concrete structure constructed with seawater-mixed concrete
CN106007469A (en) * 2016-05-18 2016-10-12 山东华安铁塔有限公司 Efficient permeating reinforced concrete preservative

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1398243A (en) * 2000-01-27 2003-02-19 帝国科技及医学学院 Process for protection of reinforced concrete
EP2465837A1 (en) * 2010-12-17 2012-06-20 Obayashi Corporation Seawater-mixed concrete, concrete structure constructed with the same, and design method of concrete structure constructed with seawater-mixed concrete
CN106007469A (en) * 2016-05-18 2016-10-12 山东华安铁塔有限公司 Efficient permeating reinforced concrete preservative

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
海关总署关税征管司: "《危害化学品归类指南下》", 31 August 2017, 中国海关出版社 *
王宗昌: "《建筑工程质量通病预防控制实用技术》", 30 November 2007, 中国建材工业出版社 *

Similar Documents

Publication Publication Date Title
Tittarelli et al. Corrosion behaviour of bare and galvanized steel in geopolymer and Ordinary Portland Cement based mortars with the same strength class exposed to chlorides
Babaee et al. Chloride diffusivity, chloride threshold, and corrosion initiation in reinforced alkali-activated mortars: Role of calcium, alkali, and silicate content
KR20040046349A (en) Waterproof admixture for concrete having a corrosion inhibition function
Sandberg Critical evaluation of factors affecting chloride initiated reinforcement corrosion in concrete
Yeganeh et al. Enhancement routes of corrosion resistance in the steel reinforced concrete by using nanomaterials
KR101312085B1 (en) Method to repair section damaged of reinforced concrete structures
Yuvaraj et al. Influence of corrosion inhibitors in reinforced concrete–A state of art of review
CN104556819A (en) Marine engineering concrete corrosion inhibitor
Agboola et al. A review on corrosion in concrete structure: inhibiting admixtures and their compatibility in concrete
Criado The corrosion behaviour of reinforced steel embedded in alkali-activated mortar
CN111995299A (en) Antirust cement base material and antirust concrete
CA2142244C (en) Sacrificial anode for cathodic protection and alloy therefor
Sadawy Effect of Al2O3 additives on the corrosion and electrochemical behavior of steel embedded in ordinary Portland cement concrete
Jo et al. Investigation of corrosion assessment of hydrogen-rich water based cement mortars
CN114907045A (en) Liquid concrete penetration hardening agent
Cady Corrosion of reinforcing steel
JP2694190B2 (en) Concrete deterioration inhibiting composition
Liu et al. Research on Concrete Durability and Protection Technology in Marine Environment
Asaad et al. Corrosion inhibitors for reinforced concrete structures exposed to aggressive environments: a review
KR0147002B1 (en) Process for preparing concrete
Vu et al. CARBONATION AND CHLORIDE INDUCED STEEL CORROSION RELATED ASPECTS IN FLY ASH/SLAG BASED GEOPOLYMERS-A CRITICAL REVIEW
Kupwade-Patil et al. Selected studies of the durability of fly-ash-based geopolymer concretes
CN117263565B (en) Multifunctional corrosion-resistant rust inhibitor for concrete and preparation method and application thereof
JP2700027B2 (en) Concrete deterioration inhibiting composition
Babaee et al. Steel reinforcement corrosion in a low calcium fly ash geopolymer 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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20201127