CN117049814B - Preparation method of concrete air entraining agent - Google Patents

Preparation method of concrete air entraining agent Download PDF

Info

Publication number
CN117049814B
CN117049814B CN202311025018.2A CN202311025018A CN117049814B CN 117049814 B CN117049814 B CN 117049814B CN 202311025018 A CN202311025018 A CN 202311025018A CN 117049814 B CN117049814 B CN 117049814B
Authority
CN
China
Prior art keywords
rosin
cellulose ether
air entraining
entraining agent
concrete air
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
CN202311025018.2A
Other languages
Chinese (zh)
Other versions
CN117049814A (en
Inventor
张林森
田虎楠
孟海涛
张世鹏
张林涛
李菠
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.)
Aksu Hengtai New Building Materials Co ltd
Original Assignee
Aksu Hengtai New Building 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 Aksu Hengtai New Building Materials Co ltd filed Critical Aksu Hengtai New Building Materials Co ltd
Priority to CN202311025018.2A priority Critical patent/CN117049814B/en
Publication of CN117049814A publication Critical patent/CN117049814A/en
Application granted granted Critical
Publication of CN117049814B publication Critical patent/CN117049814B/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
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/304Air-entrainers
    • 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

Abstract

The invention discloses a preparation method of a concrete air entraining agent, and relates to the technical field of building materials. When the concrete air entraining agent is prepared, firstly, rosin powder and epoxy chloropropane are reacted to prepare pretreated rosin; dehydrochlorinating the pretreated rosin under alkaline conditions to obtain active rosin; reacting methyl hydroxypropyl cellulose ether with active rosin to prepare rosin-based cellulose ether; pure water, sodium hydroxide, rosin-based cellulose ether, sodium tripolyphosphate and triethanolamine are mixed to form the concrete air entraining agent. The concrete air entraining agent prepared by the invention has good stability and use effect.

Description

Preparation method of concrete air entraining agent
Technical Field
The invention relates to the technical field of building materials, in particular to a preparation method of a concrete air entraining agent.
Background
Concrete is one of the most prominent civil engineering materials in the current generation. The artificial stone is prepared from cementing material, granular aggregate (also called aggregate), water, and additives and admixtures added if necessary according to a certain proportion through uniformly stirring, compacting, shaping, curing and hardening. The concrete has the characteristics of rich raw materials, low price and simple production process, so that the consumption of the concrete is increased. Meanwhile, the concrete has the characteristics of high compressive strength, good durability, wide strength grade range and the like. The characteristics lead the application range to be very wide, and the concrete is not only used in various civil engineering, namely shipbuilding industry, mechanical industry, ocean development, geothermal engineering and the like, but also is an important material. In cold areas, as the concrete has a plurality of pores, the concrete has weak impermeability and serious water inflow under the conventional environment, and has high heat conductivity, and the high-frequency freezing and thawing can cause the deterioration and damage of the concrete structure, thereby influencing the service life; and a proper amount of bubbles with reasonable size and structure are filled in the concrete, so that the frost resistance and durability of the concrete are greatly improved.
The addition of air entraining agent to concrete is an effective way to improve the impermeability, frost resistance, durability and crack resistance. In the prior art, the super-doped air entraining agent is used as a technical means, and the initial air content is improved to ensure that the air content reaches the standard in the later pouring process. However, the method can seriously reduce the workability of the concrete, and the size of the air bubble content of the concrete has larger randomness, so that the strength, the durability and the mechanical property stability of the concrete can be influenced. Therefore, there is a need to develop an air entraining agent with strong bubble stability.
Disclosure of Invention
The invention aims to provide a preparation method of a concrete air entraining agent, which aims to solve the problems in the prior art.
In order to solve the technical problems, the invention provides the following technical scheme:
the preparation method of the concrete air entraining agent comprises the following preparation steps:
(1) Reacting rosin powder with epoxy chloropropane to obtain pretreated rosin;
(2) Dehydrochlorinating the pretreated rosin under alkaline conditions to obtain active rosin;
(3) Reacting methyl hydroxypropyl cellulose ether with active rosin to prepare rosin-based cellulose ether;
(4) Pure water, sodium hydroxide, rosin-based cellulose ether, sodium tripolyphosphate and triethanolamine are mixed to form the concrete air entraining agent.
Further, the preparation method comprises the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to the mass ratio of 1:1:0.1-0.2:3-4, stirring and reacting for 6-8 hours at 70-80 ℃ at 300-500 r/min in a nitrogen atmosphere, and standing for 8-10 hours at 10-20 ℃ at 10-50 Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 3-4 times of the pretreated rosin into the pretreated rosin, adding sodium hydroxide aqueous solution 40% of the mass fraction of the pretreated rosin 4-6 times of the pretreated rosin, stirring at 30-40 ℃ for reaction for 4-6 hours at 300-500 r/min, regulating the pH to be neutral by supersaturated saline, separating liquid to obtain an oil phase, and standing at 10-20 ℃ at 10-50 Pa for 8-10 hours to obtain active rosin;
(3) Preparation of rosin-based cellulose ether: uniformly mixing hydroxypropyl methyl cellulose ether, active rosin and dimethyl sulfoxide according to the mass ratio of 1:1:30-40, adding catalytic liquid which is 1-2 times of the mass of the methyl hydroxypropyl cellulose ether at a constant speed in 6-8 min under the stirring condition of 60-70 ℃ and 300-500 r/min in a nitrogen atmosphere, continuously stirring and reacting for 30-40 min, standing for 8-10 h at 10-20 ℃ and 10-50 Pa, washing for 3-5 times by pure water, and drying for 6-8 h at 60-70 ℃ to obtain rosin-based cellulose ether;
(4) Preparation of a concrete air entraining agent: heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 20-30 min at 300-500 r/min in the boiling state, adding rosin-based cellulose ether and sodium tripolyphosphate aqueous solution with mass concentration of 2% -3%, continuously stirring for 10-15 min, cooling to 30-40 ℃, adding triethanolamine, continuously stirring for 30-40 min, and standing for 6-8 h to obtain the concrete air entraining agent.
Further, the pretreatment rosin in the step (1) is prepared from resin acid in rosin powder, fatty acid and epichlorohydrin, and the following reaction process is adopted as an example of abietic acid in the resin acid:
further, the reaction process of the active rosin in the step (2) is that the pretreated abietic acid is as follows:
further, the reaction process of the rosin-based cellulose ether in the step (3) is carried out by using activated abietic acid as follows:
wherein R is H, CH 3 、CH 2 CH(OH)CH 3 One of the following;
R 1 is that
R 2 R, R of a shape of R, R 1 Or (b)
Further, the catalytic liquid in the step (3) is prepared by uniformly mixing tin tetrachloride and dimethyl sulfoxide according to the mass ratio of 1:18-22.
Further, the concrete air entraining agent in the step (4) comprises the following components in parts by weight: 100 to 120 parts of pure water, 2.5 to 3.5 parts of sodium hydroxide, 4 to 6 parts of rosin-based cellulose ether, 1 to 2 parts of sodium tripolyphosphate aqueous solution with the mass concentration of 2 to 3 percent and 5 to 15 parts of triethanolamine.
Further, the concrete air entraining agent in the step (4) is concentrated solution, and can be diluted according to engineering use conditions.
Compared with the prior art, the invention has the following beneficial effects:
the concrete air entraining agent prepared by the invention firstly reacts rosin powder with epoxy chloropropane to prepare pretreated rosin; dehydrochlorinating the pretreated rosin under alkaline conditions to obtain active rosin; reacting methyl hydroxypropyl cellulose ether with active rosin to prepare rosin-based cellulose ether; pure water, sodium hydroxide, rosin-based cellulose ether, sodium tripolyphosphate and triethanolamine are mixed to form the concrete air entraining agent.
Firstly, the invention synthesizes the amphiphilic high molecular compound which takes rosin as lipophilic group and cellulose sugar unit as hydrophilic group by taking natural renewable resources as basic raw materials through grafting modification design, has good air entraining effect when being used in concrete, and ensures that the amphiphilic high molecular compound has better stability at an air-water interface. The raw materials are extracted from plants, so that the additional value of agriculture and forestry is improved, the dependence of the existing amphiphilic polymer compounds on petrochemical resources is reduced, the production and application of the amphiphilic polymer compounds are more in accordance with the environmental protection and green development requirements, the problems of serious environmental pollution, poor performance, high cost, difficult degradation and the like of the traditional surfactant are solved, a way is provided for the advanced processing and utilization of rosin and cellulose, the application field is widened, and the potential application value is improved.
Detailed Description
The technical solutions of the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In order to more clearly illustrate the method provided by the invention, the following examples are used for describing the concrete air entraining agent in detail, and the method for testing each index of the concrete air entraining agent prepared in the following examples is as follows:
stability: the concrete air entraining agent obtained in each example and the concrete air entraining agent obtained in the comparative example are mixed with pure water according to the mass ratio of 1:99, and phenomena such as precipitation delamination are observed.
The using effect is as follows: the concrete air entraining agent obtained in each example and comparative example is prepared by mixing cement: fly ash: sand: stone: water: concrete air entraining agent = 210:490:857:766:105:22, wherein the cement adopts natural sand and pebbles produced by a P.042.5 cement large Dan Xia natural aggregate processing system produced by Achillea-Duoblate cement Co., ltd., and the three-stage matched normal concrete aggregate combination adopts small stones: medium stone: marble=30: 30:40, a step of performing a; class F II fly ash produced by Akesu thermoelectric Co., ltd., and used for compressive strength detection
Example 1
The preparation method of the concrete air entraining agent comprises the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to a mass ratio of 1:1:0.1:3, stirring and reacting for 6 hours at 70 ℃ at 300r/min in a nitrogen atmosphere, and standing for 8 hours at 10 ℃ at 10Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 3 times of the pretreated rosin into the pretreated rosin, adding sodium hydroxide aqueous solution 40% of the mass fraction 4 times of the pretreated rosin, stirring at 30 ℃ for reaction for 4 hours at 300r/min, regulating pH to neutrality with supersaturated saline, separating liquid to obtain an oil phase, and standing at 10 ℃ and 10Pa for 8 hours to obtain active rosin;
(3) Preparation of rosin-based cellulose ether: uniformly mixing tin tetrachloride and dimethyl sulfoxide according to a mass ratio of 1:18 to prepare a catalytic liquid; uniformly mixing hydroxypropyl methyl cellulose ether, active rosin and dimethyl sulfoxide according to a mass ratio of 1:1:30, adding catalytic liquid which is 1 time of the mass of the methyl hydroxypropyl cellulose ether at a constant speed within 6 minutes under the stirring condition of 60 ℃ and 300r/min in a nitrogen atmosphere, continuously stirring and reacting for 30 minutes, standing for 8 hours at 10 ℃ and 10Pa, washing for 3 times with pure water, and drying for 8 hours at 60 ℃ to obtain rosin-based cellulose ether;
(4) Preparation of a concrete air entraining agent: 100 parts of pure water, 2.5 parts of sodium hydroxide, 4 parts of rosin-based cellulose ether, 1 part of sodium tripolyphosphate aqueous solution with the mass concentration of 2% and 5 parts of triethanolamine are taken according to parts by mass for standby; heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 20min at 300r/min in a boiling state, adding rosin-based cellulose ether and sodium tripolyphosphate aqueous solution with mass concentration of 2% and continuously stirring for 10min, cooling to 30 ℃, adding triethanolamine, continuously stirring for 30min, and standing for 6h to obtain the concrete air entraining agent.
Example 2
The preparation method of the concrete air entraining agent comprises the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to the mass ratio of 1:1:0.15:3.5, stirring and reacting for 7h at 75 ℃ and 400r/min in a nitrogen atmosphere, and standing for 9h at 15 ℃ and 30Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 3.5 times of the pretreated rosin into the pretreated rosin, adding sodium hydroxide aqueous solution 40% of the mass fraction 5 times of the pretreated rosin, stirring at 35 ℃ and 400r/min for reaction for 5 hours, regulating pH to neutrality with supersaturated saline, separating liquid to obtain an oil phase, and standing at 15 ℃ and 30Pa for 9 hours to obtain active rosin;
(3) Preparation of rosin-based cellulose ether: uniformly mixing tin tetrachloride and dimethyl sulfoxide according to a mass ratio of 1:20 to prepare a catalytic liquid; uniformly mixing hydroxypropyl methyl cellulose ether, active rosin and dimethyl sulfoxide according to a mass ratio of 1:1:35, adding catalytic liquid which is 1.5 times of the mass of the methyl hydroxypropyl cellulose ether at uniform speed in 7min under the stirring condition of 400r/min at the temperature of 65 ℃ in a nitrogen atmosphere, continuously stirring and reacting for 35min, standing for 9h at the temperature of 15 ℃ under the pressure of 30Pa, washing for 4 times with pure water, and drying for 7h at the temperature of 65 ℃ to obtain rosin-based cellulose ether;
(4) Preparation of a concrete air entraining agent: 110 parts of pure water, 3 parts of sodium hydroxide, 5 parts of rosin-based cellulose ether, 1.5 parts of sodium tripolyphosphate aqueous solution with the mass concentration of 2.5% and 10 parts of triethanolamine are taken according to parts by mass for standby; heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 25min at 400r/min in a boiling state, adding rosin-based cellulose ether and sodium tripolyphosphate aqueous solution with mass concentration of 2.5%, continuously stirring for 12.5min, cooling to 35 ℃, adding triethanolamine, continuously stirring for 35min, and standing for 7h to obtain the concrete air entraining agent.
Example 3
The preparation method of the concrete air entraining agent is characterized by comprising the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to a mass ratio of 1:1:0.2:4, stirring and reacting for 8 hours at 80 ℃ at 500r/min in a nitrogen atmosphere, and standing for 10 hours at 20 ℃ at 50Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 4 times of the pretreated rosin into the pretreated rosin, adding sodium hydroxide aqueous solution with the mass fraction of 40% and the mass fraction of 6 times of the pretreated rosin, stirring at 40 ℃ for reaction for 6 hours at 500r/min, regulating the pH value to be neutral by supersaturated saline, separating liquid to obtain an oil phase, and standing at 20 ℃ and 50Pa for 10 hours to obtain active rosin;
(3) Preparation of rosin-based cellulose ether: uniformly mixing tin tetrachloride and dimethyl sulfoxide according to a mass ratio of 1:22 to prepare a catalytic liquid; uniformly mixing hydroxypropyl methyl cellulose ether, active rosin and dimethyl sulfoxide according to a mass ratio of 1:1:40, adding catalytic liquid which is 2 times of the mass of the methyl hydroxypropyl cellulose ether at a constant speed within 8min under the stirring condition of 70 ℃ and 500r/min in a nitrogen atmosphere, continuously stirring and reacting for 40min, standing for 10h at 20 ℃ and 50Pa, washing for 5 times with pure water, and drying for 6h at 70 ℃ to obtain rosin-based cellulose ether;
(4) Preparation of a concrete air entraining agent: 120 parts of pure water, 3.5 parts of sodium hydroxide, 6 parts of rosin-based cellulose ether, 2 parts of sodium tripolyphosphate aqueous solution with the mass concentration of 3% and 15 parts of triethanolamine are taken according to parts by mass for standby; heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 30min at 500r/min in a boiling state, adding rosin-based cellulose ether and 3% sodium tripolyphosphate aqueous solution by mass concentration, continuously stirring for 15min, cooling to 40 ℃, adding triethanolamine, continuously stirring for 40min, and standing for 8h to obtain the concrete air entraining agent.
Comparative example 1
The preparation method of the concrete air entraining agent comprises the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to the mass ratio of 1:1:0.15:3.5, stirring and reacting for 7h at 75 ℃ and 400r/min in a nitrogen atmosphere, and standing for 9h at 15 ℃ and 30Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 3.5 times of the pretreated rosin into the pretreated rosin, adding sodium hydroxide aqueous solution 40% of the mass fraction 5 times of the pretreated rosin, stirring at 35 ℃ and 400r/min for reaction for 5 hours, regulating pH to neutrality with supersaturated saline, separating liquid to obtain an oil phase, and standing at 15 ℃ and 30Pa for 9 hours to obtain active rosin;
(3) Preparation of a concrete air entraining agent: 110 parts of pure water, 3 parts of sodium hydroxide, 5 parts of active rosin, 1.5 parts of sodium tripolyphosphate aqueous solution with the mass concentration of 2.5% and 10 parts of triethanolamine are taken according to parts by mass for standby; heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 25min at 400r/min in a boiling state, adding active rosin and a sodium tripolyphosphate aqueous solution with the mass concentration of 2.5% and continuously stirring for 12.5min, cooling to 35 ℃, adding triethanolamine, continuously stirring for 35min, and standing for 7h to obtain the concrete air entraining agent.
Comparative example 2
The preparation method of the concrete air entraining agent comprises the following preparation steps:
(1) Preparation of rosin-based cellulose ether: uniformly mixing tin tetrachloride and dimethyl sulfoxide according to a mass ratio of 1:20 to prepare a catalytic liquid; uniformly mixing hydroxypropyl methyl cellulose ether, rosin powder and dimethyl sulfoxide according to a mass ratio of 1:1:35, adding catalytic liquid which is 1.5 times of the mass of the methyl hydroxypropyl cellulose ether at uniform speed within 7min under the stirring condition of 400r/min at 65 ℃ in a nitrogen atmosphere, continuously stirring and reacting for 35min, standing for 9h at 15 ℃ under 30Pa, washing for 4 times with pure water, and drying for 7h at 65 ℃ to obtain rosin-based cellulose ether;
(2) Preparation of a concrete air entraining agent: 110 parts of pure water, 3 parts of sodium hydroxide, 5 parts of rosin-based cellulose ether, 1.5 parts of sodium tripolyphosphate aqueous solution with the mass concentration of 2.5% and 10 parts of triethanolamine are taken according to parts by mass for standby; heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 25min at 400r/min in a boiling state, adding rosin-based cellulose ether and sodium tripolyphosphate aqueous solution with mass concentration of 2.5%, continuously stirring for 12.5min, cooling to 35 ℃, adding triethanolamine, continuously stirring for 35min, and standing for 7h to obtain the concrete air entraining agent.
Effect example
The following table 1 shows the results of analysis of the stability of the concrete air entraining agents prepared using examples 1 to 3 according to the invention and comparative examples 1 to 2.
TABLE 1
From Table 1, it can be seen that the concrete air entraining agents prepared in examples 1,2, 3 have good stability.
The following Table 2 shows the results of analysis of the stability of the concrete air entraining agents prepared by examples 1 to 3 according to the invention and comparative examples 1 to 2.
TABLE 2
From Table 2, it can be seen that the concrete air entraining agents prepared in examples 1,2, 3 have good use results.
Table 3 below shows the results of the test carried out by the group experimental test company Ge Zhou in example 2 of the present invention, as follows:
TABLE 3 Table 3
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (3)

1. The preparation method of the concrete air entraining agent is characterized by comprising the following preparation steps:
(1) Reacting rosin powder with epoxy chloropropane to obtain pretreated rosin;
(2) Dehydrochlorinating the pretreated rosin under alkaline conditions to obtain active rosin;
(3) Reacting methyl hydroxypropyl cellulose ether with active rosin to prepare rosin-based cellulose ether;
(4) Mixing pure water, sodium hydroxide, rosin-based cellulose ether, sodium tripolyphosphate and triethanolamine to form a concrete air entraining agent;
the preparation method specifically comprises the following preparation steps:
(1) Pretreatment: uniformly mixing rosin powder, epichlorohydrin, tetrabutylammonium bromide and 1, 2-dichloroethane according to a mass ratio of 1:1:0.1-0.2:3-4, stirring and reacting for 6-8 hours at 70-80 ℃ and 300-500 r/min in a nitrogen atmosphere, and standing for 8-10 hours at 10-20 ℃ and 10-50 Pa to obtain pretreated rosin;
(2) Activating: adding 1, 2-dichloroethane 3-4 times of the mass of the pretreated rosin into the pretreated rosin, adding a sodium hydroxide aqueous solution with the mass fraction of 40% and 4-6 times of the mass of the pretreated rosin, stirring at 30-40 ℃ for reaction for 4-6 hours at 300-500 r/min, regulating the pH to be neutral by supersaturated saline, separating liquid to obtain an oil phase, and standing at 10-20 ℃ for 8-10 hours at 10-50 Pa to obtain active rosin;
(3) Preparation of rosin-based cellulose ether: uniformly mixing hydroxypropyl methyl cellulose ether, active rosin and dimethyl sulfoxide according to a mass ratio of 1:1:30-40, adding catalytic liquid which is 1-2 times of the mass of the methyl hydroxypropyl cellulose ether at a constant speed in 6-8 min under the stirring condition of 60-70 ℃ and 300-500 r/min in a nitrogen atmosphere, continuously stirring and reacting for 30-40 min, standing for 8-10 h at 10-20 ℃ and 10-50 Pa, washing for 3-5 times by pure water, and drying for 6-8 h at 60-70 ℃ to obtain rosin-based cellulose ether;
(4) Preparation of a concrete air entraining agent: heating pure water to boiling, adding sodium hydroxide into the pure water in a nitrogen atmosphere, stirring for 20-30 min at 300-500 r/min in a boiling state, adding rosin-based cellulose ether and sodium tripolyphosphate aqueous solution with mass concentration of 2% -3% and continuously stirring for 10-15 min, cooling to 30-40 ℃, adding triethanolamine, continuously stirring for 30-40 min, and standing for 6-8 h to obtain the concrete air entraining agent.
2. The preparation method of the concrete air entraining agent according to claim 1 is characterized in that the catalytic liquid in the step (3) is prepared by uniformly mixing tin tetrachloride and dimethyl sulfoxide according to a mass ratio of 1:18-22.
3. The method for preparing the concrete air entraining agent according to claim 1, wherein the concrete air entraining agent in the step (4) comprises the following components in parts by weight: 100-120 parts of pure water, 2.5-3.5 parts of sodium hydroxide, 4-6 parts of rosin-based cellulose ether, 1-2 parts of sodium tripolyphosphate aqueous solution with mass concentration of 2% -3%, and 5-15 parts of triethanolamine.
CN202311025018.2A 2023-08-15 2023-08-15 Preparation method of concrete air entraining agent Active CN117049814B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311025018.2A CN117049814B (en) 2023-08-15 2023-08-15 Preparation method of concrete air entraining agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311025018.2A CN117049814B (en) 2023-08-15 2023-08-15 Preparation method of concrete air entraining agent

Publications (2)

Publication Number Publication Date
CN117049814A CN117049814A (en) 2023-11-14
CN117049814B true CN117049814B (en) 2024-03-19

Family

ID=88667148

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311025018.2A Active CN117049814B (en) 2023-08-15 2023-08-15 Preparation method of concrete air entraining agent

Country Status (1)

Country Link
CN (1) CN117049814B (en)

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57166352A (en) * 1981-04-03 1982-10-13 Harima Chemicals Inc Air entraining agent for concrete
JPH05319885A (en) * 1992-05-16 1993-12-03 Kajima Corp Method for improving resistance of concrete to freezing damage
WO1995026937A1 (en) * 1994-04-01 1995-10-12 W.R. Grace & Co.-Conn. Gum rosin salt air-entraining hydraulic cement admixture, method of its use and hydraulic cement compositions containing same
WO2000009459A1 (en) * 1998-08-14 2000-02-24 Mbt Holding Ag Cementitious dry cast mixture
WO2008032798A1 (en) * 2006-09-13 2008-03-20 Toho Chemical Industry Co., Ltd. Cement dispersant
JP2010222230A (en) * 2009-03-19 2010-10-07 Sanso Kagaku Kk Method for manufacturing concrete having excellent shrinkage-reducing property and freeze damage resistance
CN102701633A (en) * 2012-06-28 2012-10-03 武汉常阳新力建设工程有限公司 High-efficiency concrete air entraining agent and preparation method thereof
CN109758966A (en) * 2019-03-07 2019-05-17 中国建筑材料科学研究总院有限公司 Maleic rosin base Gemini surface active agent and preparation method, maleic rosin base Shuangzi air entraining agent and its preparation method and application
JP6906265B1 (en) * 2021-01-27 2021-07-21 竹本油脂株式会社 Additives for hydraulic compositions and hydraulic compositions
CN115215581A (en) * 2022-09-20 2022-10-21 石家庄市长安育才建材有限公司 Concrete foam stabilizer, preparation method thereof, concrete water reducer and concrete
CN115321875A (en) * 2022-07-25 2022-11-11 中建西部建设建材科学研究院有限公司 Concrete air entraining agent, preparation method and application
CN116003063A (en) * 2022-12-29 2023-04-25 中联重科新材料科技有限公司 Composition for preparing light plastering mortar, and preparation method and application thereof

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57166352A (en) * 1981-04-03 1982-10-13 Harima Chemicals Inc Air entraining agent for concrete
JPH05319885A (en) * 1992-05-16 1993-12-03 Kajima Corp Method for improving resistance of concrete to freezing damage
WO1995026937A1 (en) * 1994-04-01 1995-10-12 W.R. Grace & Co.-Conn. Gum rosin salt air-entraining hydraulic cement admixture, method of its use and hydraulic cement compositions containing same
WO2000009459A1 (en) * 1998-08-14 2000-02-24 Mbt Holding Ag Cementitious dry cast mixture
WO2008032798A1 (en) * 2006-09-13 2008-03-20 Toho Chemical Industry Co., Ltd. Cement dispersant
JP2010222230A (en) * 2009-03-19 2010-10-07 Sanso Kagaku Kk Method for manufacturing concrete having excellent shrinkage-reducing property and freeze damage resistance
CN102701633A (en) * 2012-06-28 2012-10-03 武汉常阳新力建设工程有限公司 High-efficiency concrete air entraining agent and preparation method thereof
CN109758966A (en) * 2019-03-07 2019-05-17 中国建筑材料科学研究总院有限公司 Maleic rosin base Gemini surface active agent and preparation method, maleic rosin base Shuangzi air entraining agent and its preparation method and application
JP6906265B1 (en) * 2021-01-27 2021-07-21 竹本油脂株式会社 Additives for hydraulic compositions and hydraulic compositions
CN115321875A (en) * 2022-07-25 2022-11-11 中建西部建设建材科学研究院有限公司 Concrete air entraining agent, preparation method and application
CN115215581A (en) * 2022-09-20 2022-10-21 石家庄市长安育才建材有限公司 Concrete foam stabilizer, preparation method thereof, concrete water reducer and concrete
CN116003063A (en) * 2022-12-29 2023-04-25 中联重科新材料科技有限公司 Composition for preparing light plastering mortar, and preparation method and application thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘秉京.《混凝土技术 第2版》.人民交通出版社,2004,第154页. *
张光华.《表面活性剂在造纸中的应用技术》.中国轻工业出版社,2001,第161页. *

Also Published As

Publication number Publication date
CN117049814A (en) 2023-11-14

Similar Documents

Publication Publication Date Title
CN109748528A (en) A kind of regenerated aggregate hardening agent and enhanced processing method
CN113698143A (en) Semi-flexible asphalt mixture filled with metakaolin-based polymer and preparation method thereof
CN108529973A (en) A kind of hydraulic engineering scour and abrasion resistant concrete and preparation method thereof
CN117049814B (en) Preparation method of concrete air entraining agent
CN111233430A (en) Method for modifying raw soil by using cementing material
CN104649606B (en) A kind of compound water reducer of high-efficiency environment friendly
CN114230246B (en) Anti-freezing green vegetation concrete and preparation method thereof
CN110317006A (en) A kind of architecture construction concrete and preparation method thereof
CN108751861A (en) A kind of preparation method of polymer-modified waterproof mortar
CN111792897B (en) Anti-impact wear-resistant concrete for hydraulic engineering and preparation method thereof
CN109678389B (en) Cement concrete efficient retardation water reducing agent and preparation method thereof
CN113716893A (en) Concrete waterproof compacting agent and preparation method thereof
CN109592925B (en) Anti-freezing and thawing additive for construction waste wallboard and preparation method thereof
CN113277783A (en) Epoxy asphalt concrete for roads and bridges and preparation method thereof
CN112321237A (en) Solid waste fly ash high-strength foam concrete and preparation method thereof
CN112939510A (en) Preparation method of anti-crack, self-healing and root-blocking functional additive for concrete
CN106116224A (en) A kind of multifunctional concrete synergist
CN109400047B (en) Masonry mortar and preparation method thereof
CN111825366A (en) Concrete additive and preparation method thereof
CN105130244A (en) Polycarboxylate water-reducing agent used in low-grade concrete
CN106380132B (en) Surface tension adjusts purposes of the shrinkage type polycarboxylate water-reducer in high performance concrete is prepared
CN103992057A (en) Method for inhibiting hysteretic bleeding of concrete
CN114656208B (en) Recycled concrete capable of being recycled in severe cold areas and preparation method thereof
CN115872717B (en) Low-cost water-resistant and freezing-resistant phosphogypsum-based self-leveling thermal insulation mortar and preparation method thereof
CN111072364A (en) Soil curing agent 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
CB02 Change of applicant information
CB02 Change of applicant information

Country or region after: China

Address after: 843000 West Industrial Park Development Zone, Aksu City, Aksu Prefecture, Xinjiang Uygur Autonomous Region

Applicant after: Xinjiang Hengtai Linmao Material Technology Co.,Ltd.

Address before: 843000 West Industrial Park Development Zone, Aksu City, Aksu Prefecture, Xinjiang Uygur Autonomous Region

Applicant before: Aksu Hengtai New Building Materials Co.,Ltd.

Country or region before: China