CN113105136A - Preparation method of early-strength regenerated micro powder - Google Patents

Preparation method of early-strength regenerated micro powder Download PDF

Info

Publication number
CN113105136A
CN113105136A CN202011144718.XA CN202011144718A CN113105136A CN 113105136 A CN113105136 A CN 113105136A CN 202011144718 A CN202011144718 A CN 202011144718A CN 113105136 A CN113105136 A CN 113105136A
Authority
CN
China
Prior art keywords
micro powder
regenerated micro
water
early
regenerated
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
CN202011144718.XA
Other languages
Chinese (zh)
Other versions
CN113105136B (en
Inventor
董永岩
薛凤江
姜晓妮
冯战兵
胡兴韦
左亚桐
亓昌东
孙长永
辛显鹏
李景伟
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.)
Jinan Fangsheng Concrete Component Co ltd
Original Assignee
Jinan Fangsheng Concrete Component 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 Jinan Fangsheng Concrete Component Co ltd filed Critical Jinan Fangsheng Concrete Component Co ltd
Priority to CN202011144718.XA priority Critical patent/CN113105136B/en
Publication of CN113105136A publication Critical patent/CN113105136A/en
Application granted granted Critical
Publication of CN113105136B publication Critical patent/CN113105136B/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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • C04B20/026Comminuting, e.g. by grinding or breaking; Defibrillating fibres other than asbestos
    • 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • C04B20/023Chemical treatment
    • 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

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

Abstract

The invention discloses a preparation method of early-strength regenerated micro powder. The preparation method comprises the following steps: grinding the regenerated micro powder, and screening and selecting the regenerated micro powder with the particle size not more than 5 mu m; placing the ground and sieved regenerated micro powder into water, and uniformly dispersing by ultrasonic to form a suspension A; pouring the suspension A into a modifier solution B, placing the suspension in a reaction kettle after ultrasonic dispersion, and completely reacting by a hydrothermal method to form a mixed solution C; carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the mixed solution C to obtain early-strength regenerated micro powder; the modifier solution B is microemulsion which is formed by silicon tetrachloride after water reaction and contains hydrochloric acid and silicic acid compounds. The preparation method of the invention better excites the activity of the regenerated micro powder, the prepared early strength type regenerated micro powder can effectively improve the early strength of the mortar, increases the reutilization of the solid waste micro powder, expands the high-end application thereof, and has good promotion effect on protecting the ecological environment and promoting the development of circular economy.

Description

Preparation method of early-strength regenerated micro powder
Technical Field
The invention relates to the field of building materials, in particular to a preparation method of early-strength regenerated micro powder.
Background
With the continuous increase of the scale of urban reconstruction and expansion and the continuous updating of urban old buildings, a large amount of waste concrete is generated by the dismantling of a large number of old buildings and structures. At present, the waste concrete of the building is mainly treated by adopting the traditional modes of open-air stacking, landfill and the like, not only occupies a large amount of land, but also causes great harm to the environment and personal safety. In recent years, our country has accelerated the recycling of waste concrete, but the recycling is mainly focused on the use of coarse and fine aggregates, and a large amount of recycled micro powder inevitably appears in the process of forming recycled aggregates. At present, the use of the regenerated micro powder is less, and the regeneration and the utilization of the regenerated micro powder are mainly realized by the following ways from the research on the regenerated micro powder and the prior invention data: (1) grinding the mixture into fine powder to be used as an inert admixture or filler; (2) the unhydrated cement particle components are utilized, and active admixtures such as mineral powder and silica fume are added, so that the production of concrete can be realized by replacing part of cement; (3) grinding into a certain fineness, adding admixture, adjusting the calcium-silicon ratio, sintering at a certain temperature, and grinding into active admixture for use. However, it is known from the current research and patent data that the activity of the recycled micro powder is activated by physical means and high temperature mainly by using unhydrated cement particles and calcium silicon components in the recycled aggregate micro powder of the waste concrete. However, since the recycled fine powder has a large water absorption amount, when cement is replaced with the recycled aggregate fine powder, the strength is lowered to some extent, and the formed concrete is cracked. The technical means of high-temperature sintering has high energy consumption, and because the components of the regenerated micro powder are complex, the sintered admixture is used for replacing cement, and certain difference exists in performance. Therefore, from the current research and the prior patent technical means, the practical value of the recycled micro powder as the cementing material is not fully excavated, and the problems existing in the application of the recycled micro powder of the waste concrete are not completely solved.
Disclosure of Invention
In order to overcome the technical defects of the prior art that the recycled micro powder is not fully utilized, make up the defects of large water absorption capacity, low activity and the like of the recycled micro powder, fully excavate the technical characteristics and potential activity of the recycled micro powder, and realize the maximum activity and the highest utilization efficiency of the recycled micro powder, the components and the characteristics of the recycled micro powder are fully considered, the activity of the recycled micro powder can be better excited, the early strength of the mortar can be effectively improved, and the preparation method of the early-strength recycled micro powder is provided.
In order to achieve the above purpose, the present invention provides the following technical solutions:
a preparation method of early-strength regenerated micro powder comprises the following steps:
(1) firstly, grinding the regenerated micro powder, and then screening and selecting the regenerated micro powder with the particle size of not more than 5 mu m;
(2) putting the regenerated micro powder with the particle size not more than 5 microns obtained after grinding in the step (1) into water, and uniformly dispersing by ultrasonic to form suspension A;
(3) pouring the suspension A prepared in the step (2) into a modifier solution B, ultrasonically dispersing for 3-6 min, placing in a reaction kettle, and completely reacting at 120-150 ℃ by a hydrothermal method to form a mixed solution C;
(4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the mixed solution C prepared in the step (3) to obtain early strength type regenerated micro powder;
the suspension A in the step (2) is formed by placing 5-10 parts by mass of regenerated micro powder into 20-30 parts by mass of water and performing ultrasonic dispersion; the ultrasonic dispersion time is generally 3-5 min.
The modifier solution B in the step (3) is microemulsion generated by silicon tetrachloride water reaction, and mainly is microemulsion which is formed by silicon tetrachloride water reaction and contains hydrochloric acid and silicic acid compounds;
the modifier solution B is formed by mixing and uniformly stirring liquid paraffin, a nonionic surfactant, cetyl trimethyl ammonium bromide, silicon tetrachloride and water and then reacting, and the modifier solution B comprises the following components in parts by weight:
Figure BDA0002739305860000021
the regenerated micro powder in the step (1) is calcium silicate regenerated micro powder.
The nonionic surfactant is preferably sorbitan monooleate.
The reaction time of the mixed solution of A and B in a hydrothermal method is 8-10 h.
After the regenerated micro powder is ground, the surface area of the regenerated micro powder is increased, the inertia of the hydrated calcium silicate is changed, the activation of the activity of the hydrated calcium silicate is promoted, and suspension is formed after ultrasonic dispersion, so that mutual dispersion among particles can be kept in water, and the particles are not agglomerated. Meanwhile, water, liquid paraffin, a nonionic surfactant and an auxiliary agent cetyl trimethyl ammonium bromide are utilized, and silicon tetrachloride is added to form the microemulsion in which the silicon tetrachloride water reactant is solubilized. The dispersed regenerated micro powder suspension is mixed with the silicon tetrachloride water reactant microemulsion, the silicon tetrachloride water reactant in the microemulsion can react with the regenerated micro powder through hydrothermal reaction under a certain condition and re-nucleate and grow, specifically, the regenerated micro powder reacts with hydrochloric acid in the silicon tetrachloride water reactant and further reacts with silicic acid compounds, and under the condition of the microemulsion, the micro-nano particles of a formed substance can be guaranteed by the water nucleus size, and higher activity is kept. The micro-nano particles are adsorbed on the surfaces of the regenerated micro-powder particles, so that the activity of the regenerated micro-powder is greatly increased, and the water absorption of the regenerated micro-powder is reduced, and the regenerated micro-powder becomes active powder with multiple early strength effects.
The early-strength regenerated micro powder provided by the invention increases the reutilization of solid waste micro powder, expands the high-end application of the solid waste micro powder, and has good promotion effects on protecting ecological environment and promoting the development of circular economy.
Detailed Description
The invention is further described below for a better understanding of the invention, but it should not be understood that the invention is applicable to the following examples, and that the invention is subject to some insubstantial changes and modifications within the scope of the invention as determined by those skilled in the art based on the teachings of the invention.
Example 1
The invention provides a preparation method of early-strength regenerated micro powder, which comprises the following steps:
(1) placing 5 parts by mass of calcium silicate regenerated micro powder with the particle size of not more than 5 mu m into 20 parts by mass of water, and performing ultrasonic dispersion to form a suspension A;
(2) mixing 30 parts by mass of liquid paraffin, 3.5 parts by mass of sorbitan monooleate, 1 part by mass of hexadecyl trimethyl ammonium bromide, 1 part by mass of silicon tetrachloride and 10 parts by mass of water, and uniformly stirring to form a solution B;
(3) pouring the A into the B, placing the A into a reaction kettle after ultrasonic dispersion for 5min, and carrying out hydrothermal reaction at 150 ℃ for 8h to form C;
(4) and (4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the C to obtain the early strength type regenerated micro powder.
The calcium silicate regenerated micro powder obtained in the step (1) is obtained by grinding the regenerated micro powder and then screening and selecting the regenerated micro powder with the particle size not more than 5 mu m.
Example 2
The invention provides a preparation method of early-strength regenerated micro powder, which comprises the following steps:
(1) 10 parts by mass of calcium silicate regenerated micro powder with the particle size of not more than 5 mu m is put into 20 parts by mass of water and is subjected to ultrasonic dispersion to form a suspension A;
(2) mixing 30 parts by mass of liquid paraffin, 2 parts by mass of fatty alcohol-polyoxyethylene ether, 1.5 parts by mass of hexadecyl trimethyl ammonium bromide, 1.5 parts by mass of silicon tetrachloride and 12 parts by mass of water, and uniformly stirring to form a solution B;
(3) pouring the A into the B, placing the A into a reaction kettle after ultrasonic dispersion for 6min, and carrying out a hydrothermal method reaction at 120 ℃ for 10h to form C;
(4) and (4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the C to obtain the early strength type regenerated micro powder.
The calcium silicate regenerated micro powder obtained in the step (1) is obtained by grinding the regenerated micro powder and then screening and selecting the regenerated micro powder with the particle size not more than 5 mu m.
Example 3
The invention provides a preparation method of early-strength regenerated micro powder, which comprises the following steps:
(1) placing 5 parts by mass of calcium silicate regenerated micro powder with the particle size not more than 5 mu m in 30 parts by mass of water, and performing ultrasonic dispersion to form a suspension A;
(2) mixing 30 parts by mass of liquid paraffin, 5 parts by mass of alkylphenol ethoxylates, 0.5 part by mass of hexadecyl trimethyl ammonium bromide, 0.5 part by mass of silicon tetrachloride and 8 parts by mass of water, and uniformly stirring to form a solution B;
(3) pouring the A into the B, placing the A into a reaction kettle after ultrasonic dispersion for 3min, and carrying out hydrothermal reaction at 125 ℃ for 9h to form C;
(4) and (4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the C to obtain the early strength type regenerated micro powder.
The calcium silicate regenerated micro powder obtained in the step (1) is obtained by grinding the regenerated micro powder and then screening and selecting the regenerated micro powder with the particle size not more than 5 mu m.
Example 4
The invention provides a preparation method of early-strength regenerated micro powder, which comprises the following steps:
(1) placing 5 parts by mass of calcium silicate regenerated micro powder with the particle size not more than 5 mu m into 25 parts by mass of water, and performing ultrasonic dispersion to form a suspension A;
(2) mixing 30 parts by mass of liquid paraffin, 3.5 parts by mass of sorbitan monooleate, 0.5 part by mass of hexadecyl trimethyl ammonium bromide, 1.5 parts by mass of silicon tetrachloride and 8 parts by mass of water, and uniformly stirring to form a solution B;
(3) pouring the A into the B, placing the A into a reaction kettle after ultrasonic dispersion for 4min, and carrying out hydrothermal reaction for 10h at 140 ℃ to form C;
(4) and (4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the C to obtain the early strength type regenerated micro powder.
The calcium silicate regenerated micro powder obtained in the step (1) is obtained by grinding the regenerated micro powder and then screening and selecting the regenerated micro powder with the particle size not more than 5 mu m.
Application examples
The reclaimed fine powder and the unmodified reclaimed fine powder obtained in each example were mixed in the proportions shown in Table 1 to prepare mortar.
TABLE 1 base mortar to test mortar component ratios
Test of Cement (g) Early strength type regenerated micro powder (g) Sand Water (W)
Basic mortar 450 —— 1350 180
Contrast mortar 425 25 (unmodified recycled micropowder) 1350 180
Example 1 425 25 1350 180
Example 2 425 25 1350 180
Example 3 425 25 1350 180
Example 4 425 25 1350 180
The results of testing the strength of the mortar prepared in each example, the base example and the comparative example are shown in table 2.
TABLE 2 mortar Strength test results
Figure BDA0002739305860000051
As can be seen from Table 2, the early strength of the mortar doped with the early strength type modified recycled micro powder is greatly improved, the 12h compressive strength, the 1d compressive strength and the 3d compressive strength are far higher than those of the comparative mortar, namely the mortar doped with the unmodified recycled micro powder, and simultaneously the early strength of the mortar is higher than that of the basic mortar, and the 28d compressive strength is also higher than that of the comparative mortar and is not lower than that of the basic mortar. The activity of the regenerated micro powder modified by the method is greatly improved, the regenerated micro powder can replace cement, the final strength of the mortar is not reduced, and the early strength of the mortar can be obviously improved.

Claims (6)

1. The preparation method of the early-strength regenerated micro powder is characterized by comprising the following steps:
(1) firstly, grinding the regenerated micro powder, and then screening and selecting the regenerated micro powder with the particle size of not more than 5 mu m;
(2) putting the regenerated micro powder with the particle size not more than 5 microns obtained after grinding in the step (1) into water, and uniformly dispersing by ultrasonic to form suspension A;
(3) pouring the suspension A prepared in the step (2) into a modifier solution B, ultrasonically dispersing for 3-6 min, placing in a reaction kettle, and completely reacting at 120-150 ℃ by a hydrothermal method to form a mixed solution C;
(4) carrying out centrifugal separation, water washing, absolute ethyl alcohol washing and drying on the mixed solution C prepared in the step (3) to obtain early strength type regenerated micro powder;
the suspension A in the step (2) is formed by placing 5-10 parts by mass of regenerated micro powder into 20-30 parts by mass of water and performing ultrasonic dispersion;
the modifier solution B in the step (3) is a microemulsion containing hydrochloric acid and silicic acid compounds formed after silicon tetrachloride is subjected to water reaction;
2. the method for preparing the early strength recycled micropowder according to claim 1, wherein the ultrasonic dispersion time of the suspension A prepared in the step (2) is 3-5 min.
3. The method for preparing the early strength recycled micropowder according to claim 1, wherein the recycled micropowder obtained in the step (1) is a calcium silicate recycled micropowder.
4. The preparation method of the early strength recycled micropowder according to claim 1, wherein the modifier solution B in the step (2) is formed by mixing and uniformly stirring liquid paraffin, a nonionic surfactant, cetyl trimethyl ammonium bromide, silicon tetrachloride and water, and reacting, and the mass parts of the components are as follows:
Figure FDA0002739305850000011
5. the method of claim 1, wherein the non-ionic surfactant is sorbitan monooleate.
6. The method for preparing the early strength recycled micropowder according to claim 1, wherein the hydrothermal reaction time in the step (3) is 8h to 10 h.
CN202011144718.XA 2020-10-23 2020-10-23 Preparation method of early-strength regenerated micro powder Active CN113105136B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011144718.XA CN113105136B (en) 2020-10-23 2020-10-23 Preparation method of early-strength regenerated micro powder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011144718.XA CN113105136B (en) 2020-10-23 2020-10-23 Preparation method of early-strength regenerated micro powder

Publications (2)

Publication Number Publication Date
CN113105136A true CN113105136A (en) 2021-07-13
CN113105136B CN113105136B (en) 2022-08-12

Family

ID=76708981

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011144718.XA Active CN113105136B (en) 2020-10-23 2020-10-23 Preparation method of early-strength regenerated micro powder

Country Status (1)

Country Link
CN (1) CN113105136B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113788638A (en) * 2021-10-11 2021-12-14 台州学院 High-activity regenerated micro powder and preparation method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102092993A (en) * 2010-11-25 2011-06-15 浙江大学 Nano reinforcing method for recycled aggregate concrete
CN103086619A (en) * 2013-01-22 2013-05-08 浙江大学宁波理工学院 Method for preparing construction waste micro-powder composite admixture
CN106242327A (en) * 2016-07-21 2016-12-21 武汉源锦商品混凝土有限公司 Regenerated micropowder cement admixture and preparation method thereof
CN107954623A (en) * 2017-11-17 2018-04-24 东南大学 A kind of preparation method of solid waste surface in situ growth nano particle
CN110255957A (en) * 2019-04-11 2019-09-20 武汉理工大学 A kind of building waste nanocrystal and its preparation method and application
WO2020017710A1 (en) * 2018-07-20 2020-01-23 이지스 주식회사 High-early strength mixture for cement concrete and method for producing same
CN111087228A (en) * 2019-12-04 2020-05-01 宜兴市耐火材料有限公司 Nano-silicon in-situ generated ceramic phase enhanced aluminum-carbon sliding plate and preparation process thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102092993A (en) * 2010-11-25 2011-06-15 浙江大学 Nano reinforcing method for recycled aggregate concrete
CN103086619A (en) * 2013-01-22 2013-05-08 浙江大学宁波理工学院 Method for preparing construction waste micro-powder composite admixture
CN106242327A (en) * 2016-07-21 2016-12-21 武汉源锦商品混凝土有限公司 Regenerated micropowder cement admixture and preparation method thereof
CN107954623A (en) * 2017-11-17 2018-04-24 东南大学 A kind of preparation method of solid waste surface in situ growth nano particle
WO2020017710A1 (en) * 2018-07-20 2020-01-23 이지스 주식회사 High-early strength mixture for cement concrete and method for producing same
CN110255957A (en) * 2019-04-11 2019-09-20 武汉理工大学 A kind of building waste nanocrystal and its preparation method and application
CN111087228A (en) * 2019-12-04 2020-05-01 宜兴市耐火材料有限公司 Nano-silicon in-situ generated ceramic phase enhanced aluminum-carbon sliding plate and preparation process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113788638A (en) * 2021-10-11 2021-12-14 台州学院 High-activity regenerated micro powder and preparation method thereof

Also Published As

Publication number Publication date
CN113105136B (en) 2022-08-12

Similar Documents

Publication Publication Date Title
CN109970402A (en) A kind of regeneration concrete and preparation method thereof using discarded concrete
CN103588404B (en) Method for processing recycled aggregate and method for preparing high performance concrete using same
CN112125584B (en) Preparation method of low-hydration-heat green self-leveling concrete
CN111978054B (en) Cement-based grouting material and preparation method thereof
CN112608043B (en) High-strength nickel slag-based solid waste cementing material and preparation method thereof
CN109231904B (en) Early-strength self-compacting concrete and preparation method thereof
CN113105136B (en) Preparation method of early-strength regenerated micro powder
CN113501696A (en) Environment-friendly anti-permeability concrete and preparation method thereof
CN115259725A (en) Lead-zinc tailing concrete composite admixture and preparation method thereof
CN108117348A (en) A kind of phosphorus slag base environment-friendly type construction material and preparation method thereof
CN111704407A (en) Concrete doped with waste glass
CN109293288B (en) Environment-friendly road building material made of multi-component industrial waste and preparation method thereof
CN111732396A (en) Alkali-activated vertical anti-seepage material and preparation method thereof
CN112341025B (en) Regenerated micro-powder admixture, preparation method thereof and application thereof as cement substitute
CN115849824A (en) Carbon fixation of electric furnace nickel slag carbon and high-value utilization method thereof in concrete
CN113443879B (en) Lightweight aggregate concrete produced by utilizing recycled lightweight aggregate and production process thereof
CN106587696B (en) A kind of building decoration engineering environment-friendly type composite blend and preparation method thereof
CN112521068B (en) Resource treatment method for environment-friendly concrete and waste CRT glass
CN107253834B (en) A kind of regenerating and modifying slurry composition and preparation method thereof
CN112830734A (en) Mortar prepared from waste bricks and tiles and having good fluidity and preparation method thereof
CN110117172B (en) Concrete and production method thereof
CN113929331A (en) Modified limestone powder, cementing material and preparation method
CN112110669A (en) Recycled aggregate reinforcing agent, preparation method thereof and recycled aggregate concrete
CN104987003A (en) Method for preparing concrete by renewable admixture
CN111847920B (en) High-activity regeneration auxiliary cementing material based on physical ball milling and nano-modification synergistic strengthening of brick-concrete powder 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
GR01 Patent grant
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Dong Yongyan

Inventor after: Li Jingwei

Inventor after: Hu Xingwei

Inventor after: Jiang Xiaoni

Inventor after: Feng Zhanbing

Inventor after: Qi Changdong

Inventor after: Sun Changyong

Inventor after: Xin Xianpeng

Inventor after: Xue Fengjiang

Inventor after: Zuo Yatong

Inventor before: Dong Yongyan

Inventor before: Li Jingwei

Inventor before: Xue Fengjiang

Inventor before: Jiang Xiaoni

Inventor before: Feng Zhanbing

Inventor before: Hu Xingwei

Inventor before: Zuo Yatong

Inventor before: Qi Changdong

Inventor before: Sun Changyong

Inventor before: Xin Xianpeng

CB03 Change of inventor or designer information