CN112876151A - Geopolymer-based rapid repair mortar and preparation method thereof - Google Patents

Geopolymer-based rapid repair mortar and preparation method thereof Download PDF

Info

Publication number
CN112876151A
CN112876151A CN202110242167.9A CN202110242167A CN112876151A CN 112876151 A CN112876151 A CN 112876151A CN 202110242167 A CN202110242167 A CN 202110242167A CN 112876151 A CN112876151 A CN 112876151A
Authority
CN
China
Prior art keywords
water
geopolymer
stirrer
repair mortar
based rapid
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
CN202110242167.9A
Other languages
Chinese (zh)
Inventor
麻晓波
薛金彪
谷重
李晨曦
张茂利
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.)
Jiangsu Yanghe Xincheng New Materials Co ltd
Original Assignee
Jiangsu Yanghe Xincheng New Materials 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 Jiangsu Yanghe Xincheng New Materials Co ltd filed Critical Jiangsu Yanghe Xincheng New Materials Co ltd
Priority to CN202110242167.9A priority Critical patent/CN112876151A/en
Publication of CN112876151A publication Critical patent/CN112876151A/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
    • C04B28/006Compositions 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
    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • C04B18/142Steelmaking slags, converter slags
    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • C04B18/144Slags from the production of specific metals other than iron or of specific alloys, e.g. ferrochrome slags
    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/16Waste materials; Refuse from building or ceramic industry
    • 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
    • C04B2111/72Repairing or restoring existing buildings or building materials
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses geopolymer-based rapid repair mortar which comprises ash powder and water, wherein the ash powder comprises the following raw materials: 40-45% of cementing material, 48-60% of machine-made sand, 0.1-0.15% of cellulose ether, 0.1-0.15% of sodium aluminate, 0.2-0.5% of water glass, 0.1-0.3% of sodium hydroxide and 0.12-0.2% of water reducing agent; the geopolymer-based rapid repair mortar prepared by the invention has the following advantages: (1) the early strength is high, and the hardening is fast; (2) the new and old concrete has good bonding force, and the local repairing effect is ensured; (3) the construction is quick, convenient and simple, and large-scale machine tools are not needed; (4) the maintenance time after construction is short; (5) the wear resistance is high, and the durability is good; (6) the shrinkage is small, and the later strength performance is stable; (7) the solid wastes such as nickel slag, steel slag, construction waste and the like are used as materials, so that the cost is low, and the environment is protected.

Description

Geopolymer-based rapid repair mortar and preparation method thereof
Technical Field
The invention relates to the technical field of mortar preparation, in particular to geopolymer-based rapid repair mortar and a preparation method thereof.
Background
The mortar is a bonding substance used for building bricks on a building, and is formed by adding water into sand and cementing materials (cement, lime paste, clay and the like) according to a certain proportion, and is also called mortar and also used as mortar; the mortar is used for masonry and plastering engineering and can be divided into masonry mortar and plastering mortar, wherein the masonry mortar is used for masonry of bricks, stones, building blocks and the like and installation of members; the latter is used for plastering the surfaces of wall surfaces, ground surfaces, roof surfaces, beam-column structures and the like so as to meet the requirements of protection, decoration and the like.
The existing repair mortar is mainly prepared by using cement as a main cementing material and matching with fine aggregate to prepare cement mortar, and is used together with additives such as polymer emulsion and the like to repair concrete, pavements and the like.
The existing repair mortar mainly has the following defects: (1) the cement concrete has low tensile strength and poor combination with old concrete; (2) the interface between the old concrete and the new mortar is weak, so that the concrete is easy to crack; (3) the shrinkage is large, so that the old and new concrete are easy to pull apart; (4) the repairing and maintaining time is long; (5) the cost is high.
Disclosure of Invention
The invention aims to provide geopolymer-based rapid repair mortar and a preparation method thereof, so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the geopolymer-based rapid repair mortar comprises ash powder and water, wherein the ash powder comprises the following raw materials: 40-45% of cementing material, 48-60% of machine-made sand, 0.1-0.15% of cellulose ether, 0.1-0.15% of sodium aluminate, 0.2-0.5% of water glass, 0.1-0.3% of sodium hydroxide and 0.12-0.2% of water reducing agent.
Wherein the water-cement ratio of the geopolymer-based rapid repair mortar is 0.35-04.
Wherein the mass ratio of the cementing material to the machine-made sand is 1:1.2-1: 1.5.
The cementing material is prepared by mixing fly ash, mineral powder and steel slag powder in parts by weight: 40-50 parts of fly ash, 30-40 parts of mineral powder and 10-30 parts of steel slag powder.
Wherein the particle diameters of the cementing materials are all 400-600 meshes.
The machine-made sand is prepared from nickel sand and construction waste, and the fineness modulus of the machine-made sand is 0.7-1.3.
Wherein the cellulose ether has a molecular weight of 10 ten thousand.
Wherein the water reducing agent is a polycarboxylic acid high-efficiency water reducing agent.
A preparation method of geopolymer-based rapid repair mortar comprises the following steps:
s1, weighing the cementing material and the machine-made sand respectively according to the parts by weight, adding the weighed cementing material and the machine-made sand into a stirrer, stirring for 15-20 seconds by using the stirrer, and uniformly mixing the cementing material and the machine-made sand together by using the stirrer;
s2, weighing half of the total water amount according to the water-cement ratio, adding the weighed water into a stirrer, and stirring for 20-25 seconds by using the stirrer to uniformly mix the cementing material and the machine-made sand in the stirrer into the water;
s3, respectively weighing cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and a water reducing agent in parts by weight, sequentially adding the weighed cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and water reducing agent into a stirrer, and stirring for 25-30 seconds by using the stirrer to uniformly mix the raw materials in the stirrer together;
and S4, weighing the remaining half of the total water according to the water-cement ratio, adding the weighed water into the stirrer, and continuously stirring for 40 seconds by using the stirrer, so that the raw materials in the stirrer are uniformly mixed with the water, and the repair mortar is obtained.
Compared with the prior art, the invention has the beneficial effects that:
according to the geopolymer-based rapid repair mortar, the cementing material, the machine-made sand, the cellulose ether, the sodium aluminate, the water glass, the sodium hydroxide, the water reducing agent and the water are uniformly mixed together through a scientific and reasonable ratio to prepare the geopolymer-based rapid repair mortar, the preparation process is simple, the popularization and the use are easy, and the geopolymer-based rapid repair mortar has the following advantages: (1) the early strength is high, and the hardening is fast; (2) the new and old concrete has good bonding force, and the local repairing effect is ensured; (3) the construction is quick, convenient and simple, and large-scale machine tools are not needed; (4) the maintenance time after construction is short; (5) the wear resistance is high, and the durability is good; (6) the shrinkage is small, and the later strength performance is stable; (7) the solid wastes such as nickel slag, steel slag, construction waste and the like are used as materials, so that the cost is low, and the environment is protected.
Detailed Description
The technical solutions in the embodiments of the present invention will be 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.
Embodiment 1, the present invention provides a technical solution: the geopolymer-based rapid repair mortar comprises ash powder and water, wherein the ash powder comprises the following raw materials: 42% of a cementing material, 57.14% of machine-made sand, 0.1% of cellulose ether, 0.1% of sodium aluminate, 0.3% of water glass, 0.2% of sodium hydroxide and 0.16% of a water reducing agent.
Wherein the water-cement ratio of the geopolymer-based rapid repair mortar is 0.36.
Wherein the mass ratio of the cementing material to the machine-made sand is 1: 1.36.
The cementing material is prepared by mixing fly ash, mineral powder and steel slag powder, wherein the fly ash, the mineral powder and the steel slag powder are respectively in parts by weight: 45 parts of fly ash, 32 parts of mineral powder and 18 parts of steel slag powder.
Wherein the particle size of the cementing material is 400-600 meshes.
Wherein the machine-made sand is prepared from nickel sand and construction waste, and the fineness modulus of the machine-made sand is 0.7-1.3.
Wherein the cellulose ether has a molecular weight of 10 ten thousand.
Wherein the water reducing agent is a polycarboxylic acid high-efficiency water reducing agent.
A preparation method of geopolymer-based rapid repair mortar comprises the following steps:
s1, weighing the cementing material and the machine-made sand respectively according to the parts by weight, adding the weighed cementing material and the machine-made sand into a stirrer, stirring for 15-20 seconds by using the stirrer, and uniformly mixing the cementing material and the machine-made sand together by using the stirrer;
s2, weighing half of the total water amount according to the water-cement ratio, adding the weighed water into a stirrer, and stirring for 20-25 seconds by using the stirrer to uniformly mix the cementing material and the machine-made sand in the stirrer into the water;
s3, respectively weighing cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and a water reducing agent in parts by weight, sequentially adding the weighed cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and water reducing agent into a stirrer, and stirring for 25-30 seconds by using the stirrer to uniformly mix the raw materials in the stirrer together;
and S4, weighing the remaining half of the total water according to the water-cement ratio, adding the weighed water into the stirrer, and continuously stirring for 40 seconds by using the stirrer, so that the raw materials in the stirrer are uniformly mixed with the water, and the repair mortar is obtained.
Embodiment 2, the present invention provides a technical solution: the geopolymer-based rapid repair mortar comprises ash powder and water, wherein the ash powder comprises the following raw materials: 43% of cementing material, 56% of machine-made sand, 0.14% of cellulose ether, 0.13% of sodium aluminate, 0.37% of water glass, 0.22% of sodium hydroxide and 0.14% of water reducing agent.
Wherein the water-cement ratio of the geopolymer-based rapid repair mortar is 0.38.
Wherein the mass ratio of the cementing material to the machine-made sand is 1: 1.3.
The cementing material is prepared by mixing fly ash, mineral powder and steel slag powder, wherein the fly ash, the mineral powder and the steel slag powder are respectively in parts by weight: 46 parts of fly ash, 37 parts of mineral powder and 25 parts of steel slag powder.
Wherein the particle size of the cementing material is 400-600 meshes.
Wherein the machine-made sand is prepared from nickel sand and construction waste, and the fineness modulus of the machine-made sand is 0.7-1.3.
Wherein the cellulose ether has a molecular weight of 10 ten thousand.
Wherein the water reducing agent is a polycarboxylic acid high-efficiency water reducing agent.
The preparation method of the geopolymer-based rapid repair mortar is basically the same as that of the geopolymer-based rapid repair mortar in the embodiment 1, and the difference is only that the mixture ratio of the components is different.
Embodiment 3, the present invention provides a technical solution: the geopolymer-based rapid repair mortar comprises ash powder and water, wherein the ash powder comprises the following raw materials: 41% of a cementing material, 58% of machine-made sand, 0.13% of cellulose ether, 0.12% of sodium aluminate, 0.34% of water glass, 0.25% of sodium hydroxide and 0.16% of a water reducing agent.
Wherein the water-cement ratio of the geopolymer-based rapid repair mortar is 0.38.
Wherein the mass ratio of the cementing material to the machine-made sand is 1: 1.41.
The cementing material is prepared by mixing fly ash, mineral powder and steel slag powder, wherein the fly ash, the mineral powder and the steel slag powder are respectively in parts by weight: 48 parts of fly ash, 38 parts of mineral powder and 28 parts of steel slag powder.
Wherein the particle size of the cementing material is 400-600 meshes.
Wherein the machine-made sand is prepared from nickel sand and construction waste, and the fineness modulus of the machine-made sand is 0.7-1.3.
Wherein the cellulose ether has a molecular weight of 10 ten thousand.
Wherein the water reducing agent is a polycarboxylic acid high-efficiency water reducing agent.
The preparation method of the geopolymer-based rapid repair mortar is basically the same as that of the geopolymer-based rapid repair mortar in the embodiment 1, and the difference is only that the mixture ratio of the components is different.
In conclusion, by the scientific and reasonable proportion, the cementing material, the machine-made sand, the cellulose ether, the sodium aluminate, the water glass, the sodium hydroxide, the water reducing agent and the water are uniformly mixed together to prepare the geopolymer-based rapid repair mortar, the preparation process is simple, the popularization and the use are easy, and the geopolymer-based rapid repair mortar has the following advantages: (1) the early strength is high, and the hardening is fast; (2) the new and old concrete has good bonding force, and the local repairing effect is ensured; (3) the construction is quick, convenient and simple, and large-scale machine tools are not needed; (4) the maintenance time after construction is short; (5) the wear resistance is high, and the durability is good; (6) the shrinkage is small, and the later strength performance is stable; (7) the solid wastes such as nickel slag, steel slag, construction waste and the like are used as materials, so that the cost is low, and the environment is protected.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
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 (9)

1. The geopolymer-based rapid repair mortar is characterized by comprising ash powder and water, wherein the ash powder comprises the following raw materials: 40-45% of cementing material, 48-60% of machine-made sand, 0.1-0.15% of cellulose ether, 0.1-0.15% of sodium aluminate, 0.2-0.5% of water glass, 0.1-0.3% of sodium hydroxide and 0.12-0.2% of water reducing agent.
2. The geopolymer-based rapid repair mortar of claim 1, wherein: the water-cement ratio of the geopolymer-based rapid repair mortar is 0.35-04.
3. The geopolymer-based rapid repair mortar of claim 1, wherein: the mass ratio of the cementing material to the machine-made sand is 1:1.2-1: 1.5.
4. The geopolymer-based rapid repair mortar of claim 1, wherein: the cementing material is prepared by mixing fly ash, mineral powder and steel slag powder, wherein the fly ash, the mineral powder and the steel slag powder are respectively in parts by weight: 40-50 parts of fly ash, 30-40 parts of mineral powder and 10-30 parts of steel slag powder.
5. The geopolymer-based rapid repair mortar of claim 1, wherein: the particle size of the cementing material is 400-600 meshes.
6. The geopolymer-based rapid repair mortar of claim 1, wherein: the machine-made sand is prepared from nickel sand and construction waste, and the fineness modulus of the machine-made sand is 0.7-1.3.
7. The geopolymer-based rapid repair mortar of claim 1, wherein: the cellulose ether has a molecular weight of 10 ten thousand.
8. The geopolymer-based rapid repair mortar of claim 1, wherein: the water reducing agent is a polycarboxylic acid high-efficiency water reducing agent.
9. The method for preparing the geopolymer-based rapid repair mortar according to any one of claims 1 to 8, wherein the method comprises the following steps:
s1, weighing the cementing material and the machine-made sand respectively according to the parts by weight, adding the weighed cementing material and the machine-made sand into a stirrer, stirring for 15-20 seconds by using the stirrer, and uniformly mixing the cementing material and the machine-made sand together by using the stirrer;
s2, weighing half of the total water amount according to the water-cement ratio, adding the weighed water into a stirrer, and stirring for 20-25 seconds by using the stirrer to uniformly mix the cementing material and the machine-made sand in the stirrer into the water;
s3, respectively weighing cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and a water reducing agent in parts by weight, sequentially adding the weighed cellulose ether, sodium aluminate, sodium silicate, sodium hydroxide and water reducing agent into a stirrer, and stirring for 25-30 seconds by using the stirrer to uniformly mix the raw materials in the stirrer together;
and S4, weighing the remaining half of the total water according to the water-cement ratio, adding the weighed water into the stirrer, and continuously stirring for 40 seconds by using the stirrer, so that the raw materials in the stirrer are uniformly mixed with the water, and the repair mortar is obtained.
CN202110242167.9A 2021-03-04 2021-03-04 Geopolymer-based rapid repair mortar and preparation method thereof Pending CN112876151A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110242167.9A CN112876151A (en) 2021-03-04 2021-03-04 Geopolymer-based rapid repair mortar and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110242167.9A CN112876151A (en) 2021-03-04 2021-03-04 Geopolymer-based rapid repair mortar and preparation method thereof

Publications (1)

Publication Number Publication Date
CN112876151A true CN112876151A (en) 2021-06-01

Family

ID=76055465

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110242167.9A Pending CN112876151A (en) 2021-03-04 2021-03-04 Geopolymer-based rapid repair mortar and preparation method thereof

Country Status (1)

Country Link
CN (1) CN112876151A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116444228A (en) * 2023-04-07 2023-07-18 广西大学 Bagasse ash-metakaolin-based geopolymer repair mortar and preparation method thereof
CN117567176A (en) * 2023-12-04 2024-02-20 水利部交通运输部国家能源局南京水利科学研究院 Hydraulic concrete low-temperature melting wear-resistant repair protective layer and construction method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008201643A (en) * 2007-02-22 2008-09-04 Denki Kagaku Kogyo Kk Rapid-hardening repair mortar and method of repair using it
CN101628791A (en) * 2009-06-25 2010-01-20 深圳航天科技创新研究院 Geopolymer gel material for rush repairs and rush constructions
CN104386929A (en) * 2014-10-27 2015-03-04 武汉钢铁(集团)公司 Production method of cementing material from steel slag and cementing material
WO2018028225A1 (en) * 2016-08-12 2018-02-15 卓达新材料科技集团威海股份有限公司 Fly ash based geopolymer grouting material and preparation method therefor
CN108585649A (en) * 2018-06-25 2018-09-28 北京建筑材料科学研究总院有限公司 A kind of flyash and miberal powder base polymers coagulate type rigidity mending mortar and preparation method thereof soon
JP2019163196A (en) * 2018-03-20 2019-09-26 国立大学法人山口大学 Geopolymer for concrete crack repair or cross section restoration
WO2020199907A1 (en) * 2019-04-03 2020-10-08 Optimix Eco Building Material Limited Low-shrinkage alkali-activated dry mix repair mortar

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008201643A (en) * 2007-02-22 2008-09-04 Denki Kagaku Kogyo Kk Rapid-hardening repair mortar and method of repair using it
CN101628791A (en) * 2009-06-25 2010-01-20 深圳航天科技创新研究院 Geopolymer gel material for rush repairs and rush constructions
CN104386929A (en) * 2014-10-27 2015-03-04 武汉钢铁(集团)公司 Production method of cementing material from steel slag and cementing material
WO2018028225A1 (en) * 2016-08-12 2018-02-15 卓达新材料科技集团威海股份有限公司 Fly ash based geopolymer grouting material and preparation method therefor
JP2019163196A (en) * 2018-03-20 2019-09-26 国立大学法人山口大学 Geopolymer for concrete crack repair or cross section restoration
CN108585649A (en) * 2018-06-25 2018-09-28 北京建筑材料科学研究总院有限公司 A kind of flyash and miberal powder base polymers coagulate type rigidity mending mortar and preparation method thereof soon
WO2020199907A1 (en) * 2019-04-03 2020-10-08 Optimix Eco Building Material Limited Low-shrinkage alkali-activated dry mix repair mortar

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
熊仕义等: "无机矿物聚合物基快速修补砂浆", 《散装水泥》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116444228A (en) * 2023-04-07 2023-07-18 广西大学 Bagasse ash-metakaolin-based geopolymer repair mortar and preparation method thereof
CN117567176A (en) * 2023-12-04 2024-02-20 水利部交通运输部国家能源局南京水利科学研究院 Hydraulic concrete low-temperature melting wear-resistant repair protective layer and construction method thereof

Similar Documents

Publication Publication Date Title
CN103979901B (en) A kind of cement based shrinking-free grouting material and using method being mixed with phosphorus slag powder
CN103145392A (en) Self-levelling underlayment material
CN112250355A (en) Alkali-activated fly ash/slag recycled concrete and preparation method thereof
CN103193414B (en) Post-tensioning prestressed concrete beam pore high-strength grouting agent
CN107793098B (en) High-fluidity rapid repair mortar
CN102399073A (en) Formula and preparation process for dry-mixed mortar
CN105859218A (en) Premixed mechanized spraying mortar and production method thereof
CN112876151A (en) Geopolymer-based rapid repair mortar and preparation method thereof
CN104926258A (en) Autoclaved aerated concrete plate repairing agent
CN111517732B (en) Sleeve grouting material composition for connecting iron tailing sand steel bars and preparation and application thereof
CN110451826B (en) 32.5 mixed portland cement for rural towns and anti-crack concrete and preparation method thereof
CN111892362A (en) Building mortar and preparation method thereof
CN101857405A (en) High-toughness mortar
JP2019172493A (en) Mortar composition and manufacturing method therefor, and repair and reinforcement method of concrete structure
CN103553515B (en) A kind of dry-mix being mixed with phosphorus slag powder
CN107140897A (en) A kind of decorative engineering construction water cement mortar and preparation method thereof
CN101786847B (en) Repair mortar and construction method thereof
CN111925176A (en) Novel high-performance ecological artistic cement material and manufacturing method thereof
CN109704693B (en) Sulphoaluminate cement-based self-compacting mortar and use method thereof
CN102276200A (en) Method for manufacturing waste textile fiber masonry mortar
CN112551994A (en) Special dry-mixed mortar for plastering construction by 2D (two-dimensional) guniting method
CN110218042B (en) Environment-friendly high-strength dry-mixed mortar and preparation method thereof
CN114477940B (en) Construction waste foam concrete and preparation method and application thereof
CN117209222A (en) Preparation method of building 3D printing material
CN113024195A (en) Wet-mixed mortar using recycled aggregate and preparation 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: 20210601

WD01 Invention patent application deemed withdrawn after publication