CN107915449A - A kind of dry-mixed masonry mortar and preparation method thereof - Google Patents

A kind of dry-mixed masonry mortar and preparation method thereof Download PDF

Info

Publication number
CN107915449A
CN107915449A CN201711337874.6A CN201711337874A CN107915449A CN 107915449 A CN107915449 A CN 107915449A CN 201711337874 A CN201711337874 A CN 201711337874A CN 107915449 A CN107915449 A CN 107915449A
Authority
CN
China
Prior art keywords
dry
masonry mortar
water
mortar
mixed
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.)
Granted
Application number
CN201711337874.6A
Other languages
Chinese (zh)
Other versions
CN107915449B (en
Inventor
徐风广
赵玲
李红伟
杨兴峰
徐璐
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.)
NANTONG HAIXIN BUILDING MATERIALS TECHNOLOGY Co.,Ltd.
Original Assignee
Yangcheng Institute of Technology
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 Yangcheng Institute of Technology filed Critical Yangcheng Institute of Technology
Priority to CN201711337874.6A priority Critical patent/CN107915449B/en
Publication of CN107915449A publication Critical patent/CN107915449A/en
Application granted granted Critical
Publication of CN107915449B publication Critical patent/CN107915449B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • C04B28/04Portland 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/20Mortars, concrete or artificial stone characterised by specific physical values for the density
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses a kind of dry-mixed common masonry mortar, belong to masonry mortar technical field, it includes the following components of mass percent:Portland cement 8%~19%, nickel slag sand 83%, flyash 0%~9%, water-reducing agent 0.08%~0.19%, water-retaining agent 0.022%~0.035%.The invention also discloses its preparation method.The present invention makes full use of trade waste nickel slag and flyash, the dry-mixed common masonry mortar of preparation have the characteristics that water retention property is good, cohesive force by force, good frost resistance, shrinking percentage is low, performance is stable, price is low.The fine particle later stage can participate in the hydration reaction of cement in the flyash and nickel slag sand of admixture, improve the later strength of dry-mixed common masonry mortar;The preparation method of the present invention, largely use industrial residue (nickel slag and flyash), the production cost of product is greatly lowered, and is prepared for dry-mixed common masonry mortar and the recycling of industrial residue, synthesization are using new approach is opened, possess good practicality.

Description

A kind of dry-mixed masonry mortar and preparation method thereof
Technical field
The invention belongs to masonry mortar technical field, and in particular to a kind of dry-mixed common masonry mortar and preparation method thereof.
Background technology
Nickel slag is a kind of solid industrial waste residue produced in metallic nickel and nickel alloy smelting process, main component is silicon, iron, Magnesium, calcium, aluminium, and contain the elements such as a small amount of copper, nickel, sulphur.
Increasing to the demand of metallic nickel with the development of China's stainless steel industry, the discharge capacity of nickel slag also increasingly increases More, 6~16 tons of nickel slag will be produced by industrially often producing one ton of metallic nickel (being produced using Flash Smelting Furnace smelting process), if not fine Ground is used, and does not only take up substantial amounts of soil, but also surrounding environment can be caused seriously to pollute, therefore effectively utilizes nickel Slag can bring the double action of good economic benefit and environmental protection.
Dry-mixed masonry mortar, refers to gathering materials through dry screening process, cement and additive etc. by a certain percentage in specialty Factory mixes, and adds water or supporting liquid to mix and stir the dry-mixed mixture used, dry-mixed block to scale in place to use Build mortar becomes masonry by bulks such as brick, stone, building blocks in construction industry through building by laying bricks or stones, it plays bonding, pad and intermal force, is The important component of masonry, application are extremely wide.
Dry-mixed masonry mortar is common, which to gather materials, natural siliceous sand and Machine-made Sand.Due to the shortage of natural siliceous sand resource, High energy consumption when Machine-made Sand is exploited, the dust of generation is again big, serious along with being destroyed caused by the ecological environment surrounding, thus two Its market price of person is higher and higher.
The content of the invention
Goal of the invention:It is an object of the invention to provide a kind of dry-mixed common masonry mortar, using nickel slag dry-mixed common The application of masonry mortar, the dry-mixed common masonry mortar of substitution tradition gather materials (such as:Natural siliceous sand, Machine-made Sand etc.), this is dry-mixed Common masonry mortar has the spies such as water retention property is good, cohesive force is strong, good frost resistance, shrinking percentage is low, performance is stable, price is low Point, utilizes for the dry-mixed commonly recycling of the preparation of masonry mortar and nickel slag, synthesization and opens new approach;The present invention also public affairs A kind of preparation method of dry-mixed common masonry mortar is opened.
Technical solution:For achieving the above object, the present invention adopts the following technical scheme that:
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 8%~ 19%th, nickel slag sand 83%, water-reducing agent 0.08%~0.19%, water-retaining agent 0.022%~0.035%.
Further include the flyash that mass percent is 0%~9%.
The Portland cement model PO42.5.
The nickel slag sand is to crush the solid industrial waste residue produced in metallic nickel and nickel alloy smelting process, screens out grain Footpath is more than the particle of 2.50mm, obtains the nickel slag sand that modulus of fineness is 2.37.
The flyash is II grade of ash or I grade of ash.
The water-retaining agent is hydroxypropyl methyl cellulose, model TE-E150000.
The water-reducing agent is high performance water reducing agent of polyocarboxy acid, model PCA-300T.
A kind of preparation method of dry-mixed common masonry mortar, includes the following steps:
1) powders such as Portland cement, nickel slag sand, flyash, water-reducing agent, water-retaining agent are mixed in proportioning regulation ratio Close, 5min is mixed in batch mixer, obtains dry mash mixture;
2) weigh dry mash mixture to pour into mortar mixer, the river water for adding tap water or cleaning pours into mortar stirring In machine, start mixer and mix and stir, place, be further continued for mixing and stirring, the dry-mixed common masonry mortar stirred evenly mixes and stirs material;
3) denseness that dry-mixed common masonry mortar mixes and stirs material is measured, makes its consistometric value between 70~80mm, such as consistometric value Not in this range, survey should weigh dry-mixed common masonry mortar again and mix and stir material, adjust amount of water make its consistometric value reach 70~ 80mm;
4) above-mentioned consistometric value is reached into the dry-mixed common masonry mortars of 70~80mm and mixes and stirs material, by JGJ/T 70《Building mortar Basic performance tests method standard》The apparent density of measure mortar, water retention, 2h denseness loss late, setting time, resistance to compression respectively Intensity, frost resistance, shrinking percentage.
Inventive principle:Using the grain in the solid industrial waste residue (i.e. nickel slag) produced in metallic nickel and nickel alloy smelting process Shape particle replaces gathering materials (natural siliceous sand or Machine-made Sand) and dry-mixed commonly built by laying bricks or stones to prepare in the dry-mixed common masonry mortar of tradition Mortar, the dry-mixed common masonry mortar have water retention property is good, cohesive force is strong, good frost resistance, shrinking percentage is low, performance is stable, The features such as price is low, new approach is opened for the dry-mixed common preparation of masonry mortar and the recycling of nickel slag.
Beneficial effect:Compared with prior art, a kind of dry-mixed common masonry mortar of the invention, makes full use of industrial waste Thing nickel slag and flyash, prepare that water retentivity of mortar can good, cohesive force be strong, good frost resistance, shrinking percentage are low, performance is stablized, admixture Flyash and nickel slag sand in the fine grained later stage can participate in the hydration reaction of cement, improve the later strength of mortar;The present invention A kind of dry-mixed common masonry mortar preparation method, largely using industrial residue (nickel slag and flyash), product is produced into Originally it is greatly reduced, is utilized for the dry-mixed commonly recycling of the preparation of masonry mortar and industrial residue, synthesization and open new way Footpath, possesses good practicality.
Embodiment
Below in conjunction with embodiment, the present invention is described further.
As shown in table 1, a kind of dry-mixed common masonry mortar mortar, includes the following components of mass percent:Common silicic acid Salt cement 8%~19%, nickel slag sand 83%, flyash 0%~9%, water-reducing agent 0.08%~0.19%, water-retaining agent 0.022% ~0.035%.
Portland cement model PO42.5.
Nickel slag sand is to crush the solid industrial waste residue produced in metallic nickel and nickel alloy smelting process, screens out particle diameter and is more than The particle of 2.50mm, obtains the nickel slag sand that modulus of fineness is 2.37.
Flyash is II grade of ash or I grade of ash (commercially available).
Water-retaining agent is hydroxypropyl methyl cellulose, model TE-E150000 (producers:The friendly Chemical Co., Ltd. in Wuxi three).
Water-reducing agent is high performance water reducing agent of polyocarboxy acid, model PCA-300T (producers:The limited public affairs of Jiangsu Su Bote new materials Department).
A kind of preparation method of dry-mixed common masonry mortar, includes the following steps:
1) powders such as Portland cement, nickel slag sand, flyash, water-reducing agent, water-retaining agent are mixed in proportioning regulation ratio Close, 5min is mixed in batch mixer, obtains dry mash mixture;
2) weigh 10kg dry mash mixtures to pour into mortar mixer, the river water for measuring tap water or cleaning in proportion falls Enter in mortar mixer, start mixer and mix and stir 5min, place 5~10min, be further continued for mixing and stirring 3min, stirred evenly Dry-mixed common masonry mortar mixes and stirs material;
3) measure mortar mixes and stirs the denseness of material, makes its consistometric value between 70~80mm, such as consistometric value not in this range, Survey should weigh dry mash mixture again, and adjustment amount of water makes its consistometric value reach 70~80mm;
4) above-mentioned consistometric value is reached into 70~80mm mortars and mixes and stirs material, by JGJ/T 70《Building mortar basic performance tests Method standard》Measure respectively the apparent density of mortar, water retention, 2h denseness loss late, setting time, compression strength, frost resistance, The performances such as shrinking percentage.
Embodiment 1
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 8%, nickel slag Sand 83%, flyash 9%, water-reducing agent 0.008%, water-retaining agent 0.035%.
Embodiment 2
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 9%, nickel slag Sand 83%, flyash 8%, water-reducing agent 0.009%, water-retaining agent 0.033%.
Embodiment 3
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 10%, nickel slag Sand 83%, flyash 7%, water-reducing agent 0.01%, water-retaining agent 0.030%.
Embodiment 4
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 12.5%, nickel Slag sand 83%, flyash 4.5%, water-reducing agent 0.013%, water-retaining agent 0.028%.
Embodiment 5
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 14.5%, nickel Slag sand 83%, flyash 2.5%, water-reducing agent 0.015%, water-retaining agent 0.026%.
Embodiment 6
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 16.5%, nickel Slag sand 83%, flyash 0.5%, water-reducing agent 0.017%, water-retaining agent 0.024%.
Embodiment 7
A kind of dry-mixed common masonry mortar, includes the following components of mass percent:Portland cement 18.9%, nickel Slag sand 83%, flyash 0, water-reducing agent 0.019%, water-retaining agent 0.022%.
A kind of dry-mixed common masonry mortar Example formulations of table 1
As shown in table 1, a kind of preparation method of dry-mixed common masonry mortar, includes the following steps:
1) powders such as Portland cement, nickel slag sand, flyash, water-reducing agent, water-retaining agent are mixed in proportioning regulation ratio Close, 5min is mixed in batch mixer, obtains dry mash mixture;
2) weigh 10kg dry mash mixtures to pour into mortar mixer, the river water for measuring tap water or cleaning in proportion falls Enter in mortar mixer, start mixer and mix and stir 5min, place 5~10min, be further continued for mixing and stirring 3min, stirred evenly Dry-mixed common masonry mortar mixes and stirs material;
3) measure mortar mixes and stirs the denseness of material, makes its consistometric value between 70~80mm, such as consistometric value not in this range, Survey should weigh dry mash mixture again, and adjustment amount of water makes its consistometric value reach 70~80mm;
4) above-mentioned consistometric value is reached into 70~80mm mortars and mixes and stirs material, by JGJ/T 70《Building mortar basic performance tests Method standard》Measure respectively the apparent density of mortar, water retention, 2h denseness loss late, setting time, compression strength, frost resistance, The performances such as shrinking percentage.
Dry-mixed common masonry mortar the performance test results prepared by seven kinds of proportionings of the above are shown in Table 2.
A kind of dry-mixed common masonry mortar embodiment 1-7 performance tests of table 2
By 1~7 result of embodiment as it can be seen that the properties of the dry-mixed common masonry mortar prepared using the present invention are reached 《GB/T 25181-2010 premixing mortars》In respective strengths grade mortar M5, M7.5 in dry-mixed common masonry mortar, M10, M15, M20, M25, M30 performance requirements, wherein water retention >=95%, far above the requirement of specification 88%;Freezing-thawing strength damage Rate≤18.4%, far below the requirement of specification≤25%;Though 28d shrinking percentages are not required ,≤0.16%, and less than common The requirement of plastering≤0.20%.Illustrate a kind of dry-mixed common masonry mortar prepared by this law have water retention property is good, cohesive force by force, The features such as good frost resistance, shrinking percentage are low, performance is stablized, for the dry-mixed common preparation of masonry mortar and the resource of industrial residue Change, synthesization possess good practicality using new approach is opened.

Claims (9)

  1. A kind of 1. dry-mixed common masonry mortar, it is characterised in that:Following components including mass percent:Portland cement 8%~19%, nickel slag sand 83%, water-reducing agent 0.08%~0.19%, water-retaining agent 0.022%~0.035%.
  2. 2. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:Further including mass percent is 0%~9% flyash.
  3. 3. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:The Portland cement Model PO42.5.
  4. 4. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:The nickel slag sand is by metal The solid industrial waste residue produced in nickel and nickel alloy smelting process crushes, and screens out the particle that particle diameter is more than 2.50mm, obtains fineness Modulus is 2.37 nickel slag sand.
  5. 5. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:The flyash is II grade of ash Or I grade of ash.
  6. 6. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:The water-retaining agent is hydroxypropyl Methylcellulose, model TE-E150000.
  7. 7. the dry-mixed common masonry mortar of one kind according to claim 1, it is characterised in that:The water-reducing agent is polycarboxylic acids High-performance water reducing agent, model PCA-300T.
  8. A kind of 8. preparation method of dry-mixed common masonry mortar in claim 1~7 described in any one, it is characterised in that Include the following steps:
    1) by the powders such as Portland cement, nickel slag sand, flyash, water-reducing agent, water-retaining agent in proportioning regulation ratio in batch mixing Mixed in machine, obtain dry mash mixture;
    2) dry mash mixture is claimed to pour into mortar mixer, the river water for adding tap water or cleaning is poured into mortar mixer, Start mixer to mix and stir, place, be further continued for mixing and stirring, the dry-mixed common masonry mortar stirred evenly mixes and stirs material;
    3) denseness that dry-mixed common masonry mortar mixes and stirs material is measured, makes its consistometric value between 70~80mm, as consistometric value does not exist In the range of this, survey should weigh dry-mixed common masonry mortar again and mix and stir material, and adjustment amount of water makes its consistometric value reach 70~80mm;
    4) reach the dry-mixed common masonry mortars of 70~80mm to above-mentioned consistometric value and mix and stir material, respectively the apparent density of measure mortar, Water retention, 2h denseness loss late, setting time, compression strength, frost resistance, shrinking percentage.
  9. A kind of 9. preparation method of dry-mixed common masonry mortar according to claim 8, it is characterised in that:The mortar Mixer agitating vane rotating speed is 80 ± 4r/min;The drum speed is 60 ± 2r/min.
CN201711337874.6A 2017-12-14 2017-12-14 Dry-mixed masonry mortar and preparation method thereof Active CN107915449B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711337874.6A CN107915449B (en) 2017-12-14 2017-12-14 Dry-mixed masonry mortar and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711337874.6A CN107915449B (en) 2017-12-14 2017-12-14 Dry-mixed masonry mortar and preparation method thereof

Publications (2)

Publication Number Publication Date
CN107915449A true CN107915449A (en) 2018-04-17
CN107915449B CN107915449B (en) 2020-09-29

Family

ID=61893321

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711337874.6A Active CN107915449B (en) 2017-12-14 2017-12-14 Dry-mixed masonry mortar and preparation method thereof

Country Status (1)

Country Link
CN (1) CN107915449B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109503086A (en) * 2018-12-29 2019-03-22 江苏洋河新城新材料有限责任公司 A kind of wet mixing mortar using nickel sand and ardealite
CN111333401A (en) * 2020-03-11 2020-06-26 江苏盐砼新材料科技有限公司 Novel thin-layer plastering mortar and preparation method thereof
CN111454022A (en) * 2020-05-06 2020-07-28 江苏启坤循环经济产业技术开发有限公司 Method for preparing dry-mixed mortar by replacing natural sand with industrial waste residue nickel slag
CN111548064A (en) * 2020-05-12 2020-08-18 江苏启坤循环经济产业技术开发有限公司 Method for preparing wet mixed mortar by using waste residue nickel slag
CN115519670A (en) * 2022-10-20 2022-12-27 大庆长垣能源科技有限公司 Preparation process of tough-elastic cement slurry for gas storage well cementation

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4741777A (en) * 1986-07-15 1988-05-03 Rockwall-Peerless Corp., Stucco And Mortar Products Dry mix for high workability stuccos and mortars
CN1618764A (en) * 2003-11-19 2005-05-25 上海申平建筑科技有限公司 High strength architectural dry powder grout
CN102093006A (en) * 2010-12-28 2011-06-15 济南高新区工业废弃物利用研发中心 Fly ash dry-mixed mortar
JP4747181B2 (en) * 2008-02-22 2011-08-17 住友大阪セメント株式会社 Ultra-high-strength non-shrink grout material and ultra-high-strength non-shrink grout material
CN103408277A (en) * 2013-06-09 2013-11-27 东南大学 Nickel slag brick and preparation method thereof
CN103922667A (en) * 2014-03-25 2014-07-16 广西鱼峰集团有限公司 Limestone machine-made sand dry-mixed mortar and preparation method thereof
CN105645895A (en) * 2016-01-11 2016-06-08 淮海工学院 Ferronickel slag ultrahigh-strength concrete and preparation method thereof
CN105819800A (en) * 2016-03-15 2016-08-03 盐城工学院 Cement base self-leveling mortar prepared from nickel slag for preparing grounds and preparation method thereof
CN106478030A (en) * 2016-11-07 2017-03-08 盐城工学院 Mattess cement-base wear-resistant material and preparation method thereof of nickel slag preparation
KR20170040821A (en) * 2015-10-05 2017-04-14 (주)남광포리마 A fine powder for concrete from Fe-Ni slag and method for making the same
CN106565177A (en) * 2016-11-14 2017-04-19 绍兴职业技术学院 Environmental-friendly industrial waste special anti-crack dry-mixed mortar and preparation method thereof
CN107140916A (en) * 2017-06-25 2017-09-08 湖南七纬科技有限公司 A kind of low-cost environmental-protecting mortar

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4741777A (en) * 1986-07-15 1988-05-03 Rockwall-Peerless Corp., Stucco And Mortar Products Dry mix for high workability stuccos and mortars
CN1618764A (en) * 2003-11-19 2005-05-25 上海申平建筑科技有限公司 High strength architectural dry powder grout
JP4747181B2 (en) * 2008-02-22 2011-08-17 住友大阪セメント株式会社 Ultra-high-strength non-shrink grout material and ultra-high-strength non-shrink grout material
CN102093006A (en) * 2010-12-28 2011-06-15 济南高新区工业废弃物利用研发中心 Fly ash dry-mixed mortar
CN103408277A (en) * 2013-06-09 2013-11-27 东南大学 Nickel slag brick and preparation method thereof
CN103922667A (en) * 2014-03-25 2014-07-16 广西鱼峰集团有限公司 Limestone machine-made sand dry-mixed mortar and preparation method thereof
KR20170040821A (en) * 2015-10-05 2017-04-14 (주)남광포리마 A fine powder for concrete from Fe-Ni slag and method for making the same
CN105645895A (en) * 2016-01-11 2016-06-08 淮海工学院 Ferronickel slag ultrahigh-strength concrete and preparation method thereof
CN105819800A (en) * 2016-03-15 2016-08-03 盐城工学院 Cement base self-leveling mortar prepared from nickel slag for preparing grounds and preparation method thereof
CN106478030A (en) * 2016-11-07 2017-03-08 盐城工学院 Mattess cement-base wear-resistant material and preparation method thereof of nickel slag preparation
CN106565177A (en) * 2016-11-14 2017-04-19 绍兴职业技术学院 Environmental-friendly industrial waste special anti-crack dry-mixed mortar and preparation method thereof
CN107140916A (en) * 2017-06-25 2017-09-08 湖南七纬科技有限公司 A kind of low-cost environmental-protecting mortar

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109503086A (en) * 2018-12-29 2019-03-22 江苏洋河新城新材料有限责任公司 A kind of wet mixing mortar using nickel sand and ardealite
CN109503086B (en) * 2018-12-29 2022-03-22 江苏洋河新城新材料有限责任公司 Wet-mixed mortar using nickel sand and phosphogypsum
CN111333401A (en) * 2020-03-11 2020-06-26 江苏盐砼新材料科技有限公司 Novel thin-layer plastering mortar and preparation method thereof
CN111454022A (en) * 2020-05-06 2020-07-28 江苏启坤循环经济产业技术开发有限公司 Method for preparing dry-mixed mortar by replacing natural sand with industrial waste residue nickel slag
CN111548064A (en) * 2020-05-12 2020-08-18 江苏启坤循环经济产业技术开发有限公司 Method for preparing wet mixed mortar by using waste residue nickel slag
CN115519670A (en) * 2022-10-20 2022-12-27 大庆长垣能源科技有限公司 Preparation process of tough-elastic cement slurry for gas storage well cementation

Also Published As

Publication number Publication date
CN107915449B (en) 2020-09-29

Similar Documents

Publication Publication Date Title
CN107915449A (en) A kind of dry-mixed masonry mortar and preparation method thereof
CN105645895B (en) A kind of ferronickel slag super high strength concrete and preparation method thereof
CN103102125B (en) Manufactured sand underwater dispersion resistant concrete and preparation method thereof
CN106587831B (en) A kind of superhigh-lift pumping maritime concrete and preparation method thereof
CN105801017B (en) Room temperature maintaining Reactive Powder Concrete and preparation method thereof
CN110734257A (en) Preparation method of high impervious concrete
CN106478030B (en) Mattess cement-base wear-resistant material and preparation method thereof of nickel slag preparation
CN104961413A (en) Method for preparing road concrete from admixtures steel slag micro-powder, superfine slag powder and fly ash
CN102173684A (en) Concrete prepared from tunnel waste slag and mineral admixture with large mixing amount and preparation method thereof
CN103626440A (en) Dry-mixed mortar prepared from hot furnace slag and preparation method of dry-mixed mortar
CN113651574B (en) Counterweight cement-based composite material and preparation method thereof
CN108373284A (en) Pervious concrete improver and preparation method thereof
CN110041002A (en) A kind of levigate rice hull ash base composite blend and its application
CN114890693B (en) Solid waste base gelling material and preparation method and application thereof
WO2008138170A1 (en) Dry powder mortar made from steel slag and a method for producing it
CN107032723A (en) A kind of fluorgypsum self-leveling material and preparation method thereof
CN102153311B (en) Compound type thickening agent applicable to common wet-mixed mortar
CN105036667A (en) Preparation method for antifreezing dry-mixed mortar
CN107265980A (en) A kind of low glue material self-compacting concrete and compound method for mixing ultra fine sand
CN109095802B (en) Expansive agent for concrete, concrete and preparation method thereof
CN102745970B (en) Composition for preparing dry-mixed mortar
CN108083729A (en) A kind of concrete being combined by slag as aggregate and preparation method thereof
CN107382112A (en) A kind of composite gelled material
CN104496222B (en) The method manufacturing controllability low-intensity material with carbide slag, slag and gangue
CN109437724A (en) A kind of enhanced flyash, trass 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
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20210115

Address after: 226400 north of Youyi West Road, Rudong Development Zone, Nantong City, Jiangsu Province

Patentee after: NANTONG HAIXIN BUILDING MATERIALS TECHNOLOGY Co.,Ltd.

Address before: 224051 Jianjun East Road, Yancheng City, Jiangsu 211

Patentee before: YANCHENG INSTITUTE OF TECHNOLOGY

TR01 Transfer of patent right