CN114524633B - Fly ash activity excitant and preparation method thereof - Google Patents

Fly ash activity excitant and preparation method thereof Download PDF

Info

Publication number
CN114524633B
CN114524633B CN202210378531.9A CN202210378531A CN114524633B CN 114524633 B CN114524633 B CN 114524633B CN 202210378531 A CN202210378531 A CN 202210378531A CN 114524633 B CN114524633 B CN 114524633B
Authority
CN
China
Prior art keywords
fly ash
cement
water
activity
sulfate
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.)
Active
Application number
CN202210378531.9A
Other languages
Chinese (zh)
Other versions
CN114524633A (en
Inventor
王仁元
范爱国
刘文亮
解嵩
陈墨喜
刘佳斌
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.)
Dezhou Runde Concrete Co ltd
Original Assignee
Dezhou Runde Concrete 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 Dezhou Runde Concrete Co ltd filed Critical Dezhou Runde Concrete Co ltd
Priority to CN202210378531.9A priority Critical patent/CN114524633B/en
Publication of CN114524633A publication Critical patent/CN114524633A/en
Application granted granted Critical
Publication of CN114524633B publication Critical patent/CN114524633B/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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators
    • 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)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

The invention discloses an activity excitant of fly ash and a preparation method thereof. In order to solve the problem that the early strength of a fly ash-cement system in the prior art is not high, and the influence on the performance reduction of the cement doped with fly ash is easily caused by excessive use of the traditional alkali activator and sulfate activator, the fly ash activity activator comprises the following components in percentage by weight: 5-20% of alcohol amine, 5-10% of sodium dodecyl sulfate, 5-10% of fatty alcohol-polyoxyethylene ether sodium sulfate, 10-15% of acetamide, 15-30% of sodium tripolyphosphate and the balance of water. The fire extinguishing activity activator can effectively excite the activity of the fly ash in the cement, improve the performance of the fly ash-doped cement, ensure that the fly ash has higher doping amount in the cement, and has remarkable economic benefit.

Description

Fly ash activity excitant and preparation method thereof
Technical Field
The invention relates to an activity excitant of fly ash and a preparation method thereof.
Background
With the popularization of coal gasification technology, the utilization rate of coal is continuously improved, but a large amount of solid waste is still generated. Recycling of the coal slag produced after coal combustion is a common concern. The residual fly ash after coal combustion is used as an additive in cement, sintered bricks and the like in building construction, so that waste is changed into valuable, and a common waste utilization mode is formed. However, studies have shown that a large amount of fly ash substituted for cement results in a significant reduction in the early strength of the cement, which is extremely detrimental to projects with early strength requirements, and greatly limits the large-scale application of fly ash in concrete.
Currently, the main activators used in the market include alkali activators and sulfate activators. Although the alkali activator can excite the early activity of the fly ash to a certain degree, the excitation effect of a small amount of the alkali activator is not obvious enough, and the excessive alkali content is easily caused by a large amount of the alkali activator, so that the performance of concrete is influenced. The sulfate excitant is similar to the alkali excitant, and excessive addition of the sulfate excitant can easily cause the sulfur content in cement to exceed the standard, so that the corrosion of reinforcing steel bars in reinforced concrete is caused, and the application of the fly ash in building materials is influenced. In addition, the unreasonable proportion of the excitant in the prior art can also cause the excitation effect of the fly ash to be poor, and influence the mechanical properties of cement, sintered bricks and reinforced concrete.
Disclosure of Invention
In order to solve the technical problems in the prior art, the invention provides a fly ash activity excitant and a preparation method thereof, which improve the structural performance of the fly ash when the fly ash is used as an additive of materials such as cement.
The invention is realized by the following technical scheme:
the fly ash activity excitant comprises the following components in percentage by weight: 5-20% of alcohol amine, 5-10% of sodium dodecyl sulfate, 5-10% of fatty alcohol-polyoxyethylene ether sodium sulfate, 10-15% of acetamide, 15-30% of sodium tripolyphosphate and the balance of water.
Further, the alcohol amine is one or more of diethanolamine and triisopropanolamine.
Further, the alcohol amine comprises the following components: 5-10% of diethanolamine and 5-10% of triisopropanolamine.
Further, the exciting agent comprises the following components in percentage by weight: 5% of diethanolamine, 10% of triisopropanolamine, 8% of sodium dodecyl sulfate, 8% of fatty alcohol-polyoxyethylene ether sodium sulfate, 12% of acetamide, 25% of sodium tripolyphosphate and the balance of water.
A preparation method of a fly ash activity excitant specifically comprises the following steps:
(1) adding sodium tripolyphosphate and alcohol amine into water of 40-50 deg.C according to the weight ratio of exciting agent, stirring at constant temperature for 10 min;
(2) adjusting the water temperature to 50-55 ℃, sequentially adding sodium dodecyl benzene sulfonate, fatty alcohol-polyoxyethylene ether sodium sulfate and acetamide into the water, and uniformly stirring to obtain the reagent of the fly ash activity excitant.
Compared with the prior art, the invention has the beneficial effects that: 1. the fly ash active agent can effectively stimulate the activity of fly ash as an auxiliary material in a building material, increases the early strength of a fly ash-cement system, and has remarkable economic and social benefits. 2. The fly ash activity excitant provided by the invention can improve the mixing amount of fly ash in cement, improves the utilization rate of fly ash cement, and has obvious economic benefit.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It is to be noted that the features in the following embodiments and examples may be combined with each other without conflict.
The fly ash activity excitant comprises the following components in percentage by weight: 5-20% of alcohol amine, 5-10% of sodium dodecyl sulfate, 5-10% of fatty alcohol-polyoxyethylene ether sodium sulfate, 10-15% of acetamide, 15-30% of sodium tripolyphosphate and the balance of water.
Further, the alcohol amine is one or more of diethanolamine and triisopropanolamine.
Further, the alcohol amine comprises the following components: 5-10% of diethanolamine and 5-10% of triisopropanolamine.
Further, the exciting agent comprises the following components in percentage by weight: 5% of diethanolamine, 10% of triisopropanolamine, 8% of sodium dodecyl sulfate, 8% of fatty alcohol-polyoxyethylene ether sodium sulfate, 12% of acetamide, 25% of sodium tripolyphosphate and the balance of water.
The invention will now be further described with reference to the following examples, but the invention is not limited thereby within the scope of the examples.
Table 1 shows different component ratios of the fly ash activity excitant in each example.
TABLE 1
Figure 40554DEST_PATH_IMAGE002
Preparing the fly ash activity excitant from the raw materials of the above embodiments according to the following steps:
(1) adding sodium tripolyphosphate and alcohol amine into water of 40-50 deg.C according to the weight ratio of exciting agent, stirring at constant temperature for 10 min;
(2) adjusting the water temperature to 50-55 ℃, sequentially adding sodium dodecyl benzene sulfonate, fatty alcohol-polyoxyethylene ether sodium sulfate and acetamide into the water, and uniformly stirring to obtain the reagent of the fly ash activity excitant.
Cement blending is carried out according to the proportion of portland cement clinker, dihydrate gypsum, fly ash and exciting agent =39:5:55:1, the flexural strength and the compressive strength of the fly ash cement obtained by blending are respectively tested for 7d and 28d, the performances of the fly ash cement with different components and proportions of the exciting agent are researched, and the performances of the cement obtained by the test are shown in table 2.
TABLE 2
Figure 957695DEST_PATH_IMAGE004
As can be seen from tables 1 and 2, the fly ash activity excitant of the invention can effectively excite the activity of fly ash in cement, so that various strength indexes of the cement doped with fly ash in large quantity can meet the standard strength requirements of fly ash portland cement. Acetamide, sodium dodecyl sulfate, sodium fatty alcohol-polyoxyethylene ether sulfate and the like have the synergistic effect of promoting in the excitation of the activity of the fly ash.
In addition, when precast concrete, it is usually necessary to add a water reducing agent in addition to the fly ash activator.
In the test, commercially available P.O42.5 cement, class II fly ash, medium sand with fineness modulus of 2.5 and crushed stone with particle size of 5-31.5 mm are selected. The mixing amount of the exciting agent is 2.5 percent, and a proper amount of water reducing agent is added at the same time. The raw material mixing ratio is as follows: (kg/m 3)
Experimental number Cement Fly ash Sand Crushing stone Water (W) Exciting agent Naphthalene series water reducing agent Aliphatic series water reducing agent Polycarboxylic acid water reducing agent
1 200 170 735 1090 175 2.5% 2.5% - -
2 200 170 735 1090 175 2.5% - 2.5% -
3 200 170 735 1090 175 2.5% - - 2.5%
Carrying out compression strength test on the standard cubic concrete blocks of the three experimental examples;
28d compressive Strength (MPa)
Experimental example 1 37.2
Experimental example 2 42.5
Experimental example 3
The fly ash excitant has better compatibility with the polycarboxylate water reducer in the production of premixed concrete, and can obtain concrete with higher strength under the same fly ash consumption when being compounded with the polycarboxylate water reducer.
The above description is only a preferred embodiment of the present invention, and therefore should not be taken as limiting the scope of the invention, which is defined by the appended claims.

Claims (5)

1. The fly ash activity excitant is characterized by comprising the following components in percentage by weight: 5-20% of alcohol amine, 5-10% of sodium dodecyl sulfate, 5-10% of fatty alcohol-polyoxyethylene ether sodium sulfate, 10-15% of acetamide, 15-30% of sodium tripolyphosphate and the balance of water.
2. The fly ash activity stimulant as claimed in claim 1, wherein the alcohol amine is one or more of diethanolamine and triisopropanolamine.
3. The fly ash activity excitant according to claim 2, wherein the alcohol amine comprises, in weight percent: 5-10% of diethanolamine and 5-10% of triisopropanolamine.
4. A fly ash activity stimulant as claimed in any one of claims 1 to 3, wherein the stimulant comprises the following components by weight percentage: 5% of diethanolamine, 10% of triisopropanolamine, 8% of sodium dodecyl sulfate, 8% of fatty alcohol-polyoxyethylene ether sodium sulfate, 12% of acetamide, 25% of sodium tripolyphosphate and the balance of water.
5. A method for preparing a fly ash activity stimulant as claimed in any one of claims 1 to 3, wherein the method comprises the following steps:
(1) adding sodium tripolyphosphate and alcohol amine into water of 40-50 deg.C according to the weight ratio of exciting agent, stirring at constant temperature for 10 min;
(2) adjusting the water temperature to 50-55 ℃, sequentially adding sodium dodecyl benzene sulfonate, fatty alcohol-polyoxyethylene ether sodium sulfate and acetamide into the water, and uniformly stirring to obtain the reagent of the fly ash activity excitant.
CN202210378531.9A 2022-04-12 2022-04-12 Fly ash activity excitant and preparation method thereof Active CN114524633B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210378531.9A CN114524633B (en) 2022-04-12 2022-04-12 Fly ash activity excitant and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210378531.9A CN114524633B (en) 2022-04-12 2022-04-12 Fly ash activity excitant and preparation method thereof

Publications (2)

Publication Number Publication Date
CN114524633A CN114524633A (en) 2022-05-24
CN114524633B true CN114524633B (en) 2022-08-09

Family

ID=81628138

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210378531.9A Active CN114524633B (en) 2022-04-12 2022-04-12 Fly ash activity excitant and preparation method thereof

Country Status (1)

Country Link
CN (1) CN114524633B (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11209155A (en) * 1998-01-20 1999-08-03 Nippon Shokubai Co Ltd Cement admixture, cement composition using the same and its preparation
CN105819780A (en) * 2016-03-07 2016-08-03 南京汪海混凝土有限公司 Concrete and preparation method thereof
CN108358522A (en) * 2018-04-04 2018-08-03 合肥易美特建材有限公司 One kind is non-evaporating to support lightweight aerated brick and preparation method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11209155A (en) * 1998-01-20 1999-08-03 Nippon Shokubai Co Ltd Cement admixture, cement composition using the same and its preparation
CN105819780A (en) * 2016-03-07 2016-08-03 南京汪海混凝土有限公司 Concrete and preparation method thereof
CN108358522A (en) * 2018-04-04 2018-08-03 合肥易美特建材有限公司 One kind is non-evaporating to support lightweight aerated brick and preparation method thereof

Also Published As

Publication number Publication date
CN114524633A (en) 2022-05-24

Similar Documents

Publication Publication Date Title
CN110304847B (en) Wet-grinding carbide slag excitant and preparation method and application thereof
CN111499294B (en) Ultrahigh-performance concrete dry powder and preparation method thereof
EP2514727B1 (en) An alkali activated limestone concrete composition and use of composition in concrete casting
CN110606713A (en) High-strength light aggregate concrete and preparation process thereof
CN111470823A (en) Composite cementing material system of ultra-high performance concrete and application method thereof
CN107382216B (en) High-strength concrete doped with iron tailings and construction waste and preparation method thereof
CN109896770B (en) Concrete reinforcing agent
CN107265969B (en) Micro-expansive concrete
CN112537920B (en) Nano reinforcing agent for sodium sulfate and sodium carbonate alkali-activated cementing material and preparation method and application thereof
CN115611578B (en) MOF dry-mixed mortar with early strength and low shrinkage and preparation method thereof
CN111792889A (en) Natural tuff ultrahigh-performance concrete and preparation method thereof
CN114605121B (en) Tungsten tailing autoclaved aerated concrete and preparation method thereof
CN113860802A (en) Environment-friendly high-performance mineral admixture and preparation method and application thereof
CN114634318A (en) Solid waste cementing material, full-solid waste lightweight concrete and preparation method thereof
CN112919876A (en) Low-cost high-activity admixture for thermal curing concrete product and application
CN112456915A (en) Low-shrinkage and high-performance concrete prepared from full-machine-made sand and preparation process thereof
CN101348336A (en) Composite type special cement for ready-mixed mortar
CN115259725A (en) Lead-zinc tailing concrete composite admixture and preparation method thereof
CN115724640A (en) Gypsum slag cement concrete and preparation method thereof
CN114477907A (en) Premixed pump concrete prepared from coal-made oil residues and preparation method thereof
CN112919870A (en) High-strength self-compacting concrete with recycled fine aggregate
CN114524633B (en) Fly ash activity excitant and preparation method thereof
CN111978042A (en) Environment-friendly composite quick-drying high-performance concrete
CN111302740A (en) Low-mixing high-strength all-lightweight aggregate concrete for members and preparation method thereof
CN112408820B (en) Fly ash activity excitant, fly ash cement 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