CN107963829A - A kind of preparation process for the concrete additive for improving compressive property - Google Patents

A kind of preparation process for the concrete additive for improving compressive property Download PDF

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Publication number
CN107963829A
CN107963829A CN201711256201.8A CN201711256201A CN107963829A CN 107963829 A CN107963829 A CN 107963829A CN 201711256201 A CN201711256201 A CN 201711256201A CN 107963829 A CN107963829 A CN 107963829A
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parts
concrete
compressive property
poly
concrete additive
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陈汝森
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Guangxi Feng Da Three Dimensional Technology Co Ltd
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Guangxi Feng Da Three Dimensional Technology Co Ltd
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    • 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
    • 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
    • C04B40/0046Premixtures of ingredients characterised by their processing, e.g. sequence of mixing the ingredients when preparing the premixtures
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00293Materials impermeable to liquids
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • 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

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

Abstract

The invention discloses a kind of preparation process for the concrete additive for improving compressive property, the concrete additive, including following raw material:Flyash, silicon dioxide powder, polypropylene fibre, zeolite powder, lignin sulfonic acid calcium powder, acrylic emulsion, water, phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4 dimethylamino naphthyridines, poly- [(2 Oxyranyle) 1,2 cyclohexanediols] 2 ethyl 2 (methylol), 1,3 propylene glycol.The concrete additive be by modified material, mixing, drying prepare and etc. it is obtained.Concrete made of concrete additive using the present invention is remarkably improved compressive property, barrier performance, toughness properties.

Description

A kind of preparation process for the concrete additive for improving compressive property
【Technical field】
The invention belongs to building material technical field, and in particular to a kind of concrete additive for improving compressive property Preparation process.
【Background technology】
Concrete, referred to as " concrete ", typically refers to make cementitious material with cement, sand, masonry gather materials, with water by a certain percentage Coordinate, agitated gained.The characteristics of concrete has abundant raw material, cheap, simple production process, makes its use scope ten Divide extensively, not only used in various civil engineerings, be exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering etc., mix Solidifying soil is also important material.
During concrete is applied in Practical Project, various more harsh environment are commonly exposed to, as environment is corroded Property medium intrusion, the change of ambient temperature and humidity, Frozen-thawed cycled destroy and part concrete works is ground often in heavy load Damage etc., these external conditions will seriously affect the service life of concrete.Therefore, it is necessary to protective agent pair is added in concrete Concrete carries out protective effect, technology of the existing concrete additive there are single, to concrete the maintenance effect difference of function Deficiency.
A kind of Chinese patent application document " concrete additive and its concrete (publication number:CN106277900A it is) " open A kind of concrete additive and its concrete, the concrete additive are made of the raw material of following parts by weight:Flyash 6-12 parts, 5-15 parts of silicon dioxide powder, 4-16 parts of polypropylene fibre, 4-10 parts of zeolite powder, 2-8 parts of lignin sulfonic acid calcium powder, third 5-15 parts of olefin(e) acid lotion, concrete tension, anti-folding, cracking resistance are good made of concrete additive using the present invention, and valency Lattice are cheap, simple production process, cost are low, are adapted to large-scale production, but there is the concrete additive system using the invention Into the compressive property of concrete, barrier performance, poor toughness properties the problem of.
【The content of the invention】
The technical problem to be solved in the present invention is to provide a kind of concrete additive for improving compressive property and its preparation Technique, to solve in a kind of Chinese patent application document " concrete additive and its concrete (publication number: CN106277900A on the basis of the additive and its concrete formulation disclosed in) ", how to optimize component, dosage, method etc., carry Compressive property, barrier performance, the technical problem of toughness properties of high concrete.
In order to solve the above technical problems, the present invention uses following technical scheme:
A kind of preparation process for the concrete additive for improving compressive property, comprises the following steps:
S1, modified material:Temperature be 230-250 DEG C under conditions of by flyash, silicon dioxide powder, polypropylene fibre, After zeolite powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 2.5-3.5h is mixed, sulfuric acid is added by temperature 280-300 DEG C is risen to, continues continuous stirring 1.5-2.5h, adding sulfuric acid needs, and adds for the first time mixed after 12-15 parts of sulfuric acid points for 2 times Stirring 0.5-1h is closed, then stirring 0.3-0.5h is remixed after 4-5 parts of sulfuric acid of second of addition, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are pressed Weight ratio mix, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - 1,3-PD ether adds phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine after stirring 1-2h with modified material a, 12-16h is stirred under 250-280 DEG C of temperature conditionss, mixing material b is made;
It is prepared by S3, drying:By mixing material b made from step S2 with 130-160 DEG C of temperature under the conditions of closed environment It is 2-4% to carry out being dried to water content, is then milled, and crosses 1000-2000 mesh sieve, and the mixed of compressive property can be improved by being made Solidifying soil additive.
Further, the concrete additive, in units of parts by weight, including following raw material:Flyash 13-18 Part, 9-16 parts of silicon dioxide powder, 7-10 parts of polypropylene fibre, 12-20 parts of zeolite powder, 10-18 parts of lignin sulfonic acid calcium powder, propylene 16-25 parts of yogurt liquid, 16-20 parts of sulfuric acid, 120-180 parts of water, 12-22 parts of phosphoric acid propane diamine, 18-24 parts of polysulfone resin, propylene 30-45 parts of acid esters rubber, 13-18 parts of 4-dimethylaminopyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls - 40-60 parts of 2- (methylol) -1,3- propylene glycols.
Further, the concentration of the sulfuric acid is 5-12mol//L.
The invention has the advantages that:
(1) by the data of embodiment 1-3 as it can be seen that embodiment 1 is optimum embodiment, compressive property, the barrier properties of concrete Energy, toughness properties resultant effect are best.
(2) by embodiment 2 and the data of comparative example 1-6 as it can be seen that phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are same Shi Tianjia plays synergistic effect in the concrete additive that can improve compressive property is prepared, and addition concrete adds in concrete Agent is added to significantly improve the compressive property of concrete, barrier performance, toughness properties, this is:Phosphoric acid propane diamine molecule has preferable Activation, can cause acrylic rubber and poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (hydroxyl first Base) -1,3-PD ether molecule activation forms stable structure, to improve coupling efficiency;Polysulfone resin possesses excellent rigidity With toughness, creep-resistant property, while with poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- Propylene glycol can improve poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols Toughness, and formed and possess the structures of viscose properties;4-dimethylaminopyridine possesses preferable catalytic action, for complicated bottom Thing molecule, can improve reaction selectivity, improve poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (hydroxyl first Base) -1,3- propylene glycols and acrylic rubber reaction rate and yield;Poly- [(2- Oxyranyles) -1,2- hexamethylenes two Alcohol] 2- ethyls -2- (methylol) -1,3-PD ether possesses preferable compression and tensile strength, puts cruelly in hot conditions for a long time Under remain to keep good mechanical property;Though acrylic rubber tear resistance it is poor with excellent cold resistance, Wearability ageing-resistant performance.When phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- epoxies Ethyl group) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether compatible use when, polysulfone resin improves The toughness of high poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether, while with High poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols molecule formation possesses viscous The structure of colloidality energy, then forms with acrylic rubber molecule under the catalytic action of 4-dimethylaminopyridine and possesses excellent resist The molecular structure of Compressive Strength, barrier performance and toughness properties, at this time phosphoric acid propane diamine activated acrylate rubber and poly- [(2- Oxyranyle) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycol molecule activations form stable knot Structure, and the other compositions of activating additive, improve flyash, silicon dioxide powder, polypropylene fibre, zeolite powder, lignin sulfonic acid Calcium powder, acrylic emulsion, phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- epoxy second Alkyl) -1,2- cyclohexanediols] 2- ethyls -2- (the methylol)-intermolecular coupling efficiency of 1,3-PD ether, so as to improve mixed Coagulate native compressive property, barrier performance, toughness properties.
(3) by the data of embodiment 1-3 comparative examples 7 as it can be seen that the compressive property of embodiment 1-3 concrete, barrier performance, tough Property performance is significantly higher than the compressive property of 7 concrete of comparative example, barrier performance, toughness properties.
(4) the phosphoric acid propane diamine in the present invention, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- rings Oxirane group) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether as reinforcement system,
Embodiment 1-3 is by controlling phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- The weight ratio of [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols is (12-22): (18-24):(30-45):(13-18):(40-60), realizes and is used as system using 4-dimethylaminopyridine in whole reinforcement system Leading role raw material, it is the excellent rigidity of polysulfone resin, toughness, anti-compacted while using the activity function of phosphoric acid propane diamine molecule Become performance, excellent cold resistance, the wearability ageing-resistant performance of acrylic rubber, poly- [(2- Oxyranyles) -1,2- hexamethylenes two Alcohol] 2- ethyls -2- (methylol) -1,3-PD ether compression and tensile strength performance so that whole reinforcement system fortune Use the compressive property that concrete can be effectively improved in the concrete of the present invention, barrier performance, toughness properties.
【Embodiment】
For ease of more fully understanding the present invention, it is illustrated by following instance, these examples belong to the protection of the present invention Scope, but do not limit the scope of the invention.
In embodiment, the concrete additive for improving compressive property, in units of parts by weight, including it is following Raw material:13-18 parts of flyash, 9-16 parts of silicon dioxide powder, 7-10 parts of polypropylene fibre, 12-20 parts of zeolite powder, lignin sulfonic acid 10-18 parts of calcium powder, 16-25 parts of acrylic emulsion, 16-20 parts of sulfuric acid, 120-180 parts of water, 12-22 parts of phosphoric acid propane diamine, polysulfones 18-24 parts of resin, 30-45 parts of acrylic rubber, 13-18 parts of 4-dimethylaminopyridine, poly- [(2- Oxyranyles) -1,2- Cyclohexanediol] 40-60 parts of 2- ethyls -2- (methylol) -1,3- propylene glycols;
The concentration of the sulfuric acid is 5-12mol//L;
The preparation process of the concrete additive for improving compressive property, comprises the following steps:
S1, modified material:Temperature be 230-250 DEG C under conditions of by flyash, silicon dioxide powder, polypropylene fibre, After zeolite powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 2.5-3.5h is mixed, sulfuric acid is added by temperature 280-300 DEG C is risen to, continues continuous stirring 1.5-2.5h, adding sulfuric acid needs, and adds for the first time mixed after 12-15 parts of sulfuric acid points for 2 times Stirring 0.5-1h is closed, then stirring 0.3-0.5h is remixed after 4-5 parts of sulfuric acid of second of addition, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are pressed Weight ratio mix, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - 1,3-PD ether adds phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine after stirring 1-2h with modified material a, 12-16h is stirred under 250-280 DEG C of temperature conditionss, mixing material b is made;
It is prepared by S3, drying:By mixing material b made from step S2 with 130-160 DEG C of temperature under the conditions of closed environment It is 2-4% to carry out being dried to water content, is then milled, and crosses 1000-2000 mesh sieve, and the mixed of compressive property can be improved by being made Solidifying soil additive.
A kind of concrete, in units of parts by weight, including following raw material:80-110 parts of cement, 16-24 parts of sand, rubble 12- 20 parts, 30-40 parts of water, 20-30 parts of the concrete additive that compressive property can be improved.
Below by more specific embodiment, the present invention will be described.
Embodiment 1
A kind of concrete additive for improving compressive property, in units of parts by weight, including following raw material:Flyash 15 Part, 14 parts of silicon dioxide powder, 8 parts of polypropylene fibre, 17 parts of zeolite powder, 15 parts of lignin sulfonic acid calcium powder, 20 parts of acrylic emulsion, 18 parts of sulfuric acid, 160 parts of water, 20 parts of phosphoric acid propane diamine, 21 parts of polysulfone resin, 38 parts of acrylic rubber, 4-dimethylaminopyridine 16 parts, poly- 52 parts of [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols;
The concentration of the sulfuric acid is 10mol//L;
The preparation process of the concrete additive for improving compressive property, comprises the following steps:
S1, modified material:By flyash, silicon dioxide powder, polypropylene fibre, zeolite under conditions of being 246 DEG C in temperature After powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 3h is mixed, add sulfuric acid and temperature risen to 290 DEG C, Continue continuous stirring 2h, add sulfuric acid needs points for 2 times, and 0.9h is mixed after adding 13 parts of sulfuric acid for the first time, then adds for second Stirring 0.4h is remixed after entering 5 parts of sulfuric acid, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are pressed Weight ratio mix, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - 1,3-PD ether adds phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine after stirring 1.5h with modified material a, 15h is stirred under 270 DEG C of temperature conditionss, mixing material b is made;
It is prepared by S3, drying:Mixing material b made from step S2 is carried out under the conditions of closed environment with 150 DEG C of temperature It is 3% to be dried to water content, is then milled, and crosses 1500 mesh sieve, and the concrete additive that can improve compressive property is made.
A kind of concrete, in units of parts by weight, including following raw material:100 parts of cement, 22 parts husky, 18 parts of rubble, water 36 Part, 25 parts of the concrete additive that compressive property can be improved.
Embodiment 2
A kind of concrete additive for improving compressive property, in units of parts by weight, including following raw material:Flyash 18 Part, 16 parts of silicon dioxide powder, 7 parts of polypropylene fibre, 12 parts of zeolite powder, 10 parts of lignin sulfonic acid calcium powder, 16 parts of acrylic emulsion, 16 parts of sulfuric acid, 120 parts of water, 22 parts of phosphoric acid propane diamine, 18 parts of polysulfone resin, 45 parts of acrylic rubber, 4-dimethylaminopyridine 13 parts, poly- 60 parts of [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols;
The concentration of the sulfuric acid is 5mol//L;
The preparation process of the concrete additive for improving compressive property, comprises the following steps:
S1, modified material:By flyash, silicon dioxide powder, polypropylene fibre, zeolite under conditions of being 230 DEG C in temperature After powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 3.5h is mixed, add sulfuric acid and temperature is risen to 280 DEG C, continue continuous stirring 2.5h, add sulfuric acid needs points for 2 times, and 0.5h is mixed after 12 parts of sulfuric acid of addition for the first time, and then second Stirring 0.3h is remixed after 4 parts of sulfuric acid of secondary addition, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are pressed Weight ratio mix, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - 1,3-PD ether after modified material a stirrings 1h with adding phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine, 250 DEG C temperature conditionss under stir 16h, mixing material b is made;
It is prepared by S3, drying:Mixing material b made from step S2 is carried out under the conditions of closed environment with 130 DEG C of temperature It is 2% to be dried to water content, is then milled, and crosses 1000 mesh sieve, and the concrete additive that can improve compressive property is made.
A kind of concrete, in units of parts by weight, including following raw material:80 parts of cement, 16 parts husky, 12 parts of rubble, water 30 Part, 20 parts of the concrete additive that compressive property can be improved.
Embodiment 3
A kind of concrete additive for improving compressive property, in units of parts by weight, including following raw material:Flyash 13 Part, 9 parts of silicon dioxide powder, 10 parts of polypropylene fibre, 20 parts of zeolite powder, 18 parts of lignin sulfonic acid calcium powder, 25 parts of acrylic emulsion, 20 parts of sulfuric acid, 180 parts of water, 12 parts of phosphoric acid propane diamine, 24 parts of polysulfone resin, 30 parts of acrylic rubber, 4-dimethylaminopyridine 18 parts, poly- 40 parts of [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols;
The concentration of the sulfuric acid is 12mol//L;
The preparation process of the concrete additive for improving compressive property, comprises the following steps:
S1, modified material:By flyash, silicon dioxide powder, polypropylene fibre, zeolite under conditions of being 250 DEG C in temperature After powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 2.5h is mixed, add sulfuric acid and temperature is risen to 300 DEG C, continue continuous stirring 1.5h, add sulfuric acid needs points for 2 times, 1h is mixed after adding 15 parts of sulfuric acid for the first time, then for the second time Stirring 0.5h is remixed after adding 45 parts of sulfuric acid, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are pressed Weight ratio mix, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - 1,3-PD ether after modified material a stirrings 2h with adding phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine, 280 DEG C temperature conditionss under stir 12h, mixing material b is made;
It is prepared by S3, drying:Mixing material b made from step S2 is carried out under the conditions of closed environment with 160 DEG C of temperature It is 4% to be dried to water content, is then milled, and crosses 2000 mesh sieve, and the concrete additive that can improve compressive property is made.
A kind of concrete, in units of parts by weight, including following raw material:110 parts of cement, 24 parts husky, 20 parts of rubble, water 40 Part, 30 parts of the concrete additive that compressive property can be improved.
Comparative example 1
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack phosphoric acid propane diamine, polysulfone resin, acrylic acid in the raw material for prepare the concrete additive that can improve compressive property Ester rubber, 4-dimethylaminopyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- third Glycol ethers.
Comparative example 2
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack phosphoric acid propane diamine in the raw material for prepare the concrete additive that can improve compressive property.
Comparative example 3
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack polysulfone resin in the raw material for prepare the concrete additive that can improve compressive property.
Comparative example 4
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack acrylic rubber in the raw material for prepare the concrete additive that can improve compressive property.
Comparative example 5
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack 4-dimethylaminopyridine in the raw material for prepare the concrete additive that can improve compressive property.
Comparative example 6
Concrete additive, the concrete making technology that preparation with embodiment 1 can improve compressive property are essentially identical, have only not Same is to lack poly- [(2- Oxyranyles) -1,2- hexamethylenes in the raw material for prepare the concrete additive that can improve compressive property Glycol] 2- ethyls -2- (methylol) -1,3- propylene glycols.
Comparative example 7
Using a kind of Chinese patent application document " concrete additive and its concrete (publication number:CN106277900A)” The technique of embodiment 1-3 prepares concrete additive and concrete.
The compressive property of the concrete of measurement embodiment 1-3 and comparative example 1-7, barrier performance, toughness properties, the result is shown under Table:
(1) by the data of embodiment 1-3 as it can be seen that embodiment 1 is optimum embodiment, compressive property, the barrier properties of concrete Energy, toughness properties resultant effect are best.
(2) by embodiment 2 and the data of comparative example 1-6 as it can be seen that phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- Dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are same Shi Tianjia plays synergistic effect in the concrete additive that can improve compressive property is prepared, and addition concrete adds in concrete Agent is added to significantly improve the compressive property of concrete, barrier performance, toughness properties, this is:Phosphoric acid propane diamine molecule has preferable Activation, can cause acrylic rubber and poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (hydroxyl first Base) -1,3-PD ether molecule activation forms stable structure, to improve coupling efficiency;Polysulfone resin possesses excellent rigidity With toughness, creep-resistant property, while with poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- Propylene glycol can improve poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols Toughness, and formed and possess the structures of viscose properties;4-dimethylaminopyridine possesses preferable catalytic action, for complicated bottom Thing molecule, can improve reaction selectivity, improve poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (hydroxyl first Base) -1,3- propylene glycols and acrylic rubber reaction rate and yield;Poly- [(2- Oxyranyles) -1,2- hexamethylenes two Alcohol] 2- ethyls -2- (methylol) -1,3-PD ether possesses preferable compression and tensile strength, puts cruelly in hot conditions for a long time Under remain to keep good mechanical property;Though acrylic rubber tear resistance it is poor with excellent cold resistance, Wearability ageing-resistant performance.When phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- epoxies Ethyl group) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether compatible use when, polysulfone resin improves The toughness of high poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether, while with High poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols molecule formation possesses viscous The structure of colloidality energy, then forms with acrylic rubber molecule under the catalytic action of 4-dimethylaminopyridine and possesses excellent resist The molecular structure of Compressive Strength, barrier performance and toughness properties, at this time phosphoric acid propane diamine activated acrylate rubber and poly- [(2- Oxyranyle) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycol molecule activations form stable knot Structure, and the other compositions of activating additive, improve flyash, silicon dioxide powder, polypropylene fibre, zeolite powder, lignin sulfonic acid Calcium powder, acrylic emulsion, phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- epoxy second Alkyl) -1,2- cyclohexanediols] 2- ethyls -2- (the methylol)-intermolecular coupling efficiency of 1,3-PD ether, so as to improve mixed Coagulate native compressive property, barrier performance, toughness properties.
(3) by the data of embodiment 1-3 comparative examples 7 as it can be seen that the compressive property of embodiment 1-3 concrete, barrier performance, tough Property performance is significantly higher than the compressive property of 7 concrete of comparative example, barrier performance, toughness properties.
Phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- epoxies in the present invention Ethyl group) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3-PD ether passes through as reinforcement system, embodiment 1-3 Control phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4-dimethylaminopyridine, poly- [(2- Oxyranyles) -1,2- rings Hexylene glycol] weight ratio of 2- ethyls -2- (methylol) -1,3- propylene glycols is (12-22):(18-24):(30-45):(13- 18):(40-60), realizes the leading role raw material using 4-dimethylaminopyridine as system in whole reinforcement system, while profit With the activity function of phosphoric acid propane diamine molecule, the excellent rigidity of polysulfone resin, toughness, creep-resistant property, acrylic rubber Excellent cold resistance, wearability ageing-resistant performance, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) - The compression of 1,3-PD ether and tensile strength performance, so that whole reinforcement system applies to energy in concrete of the invention Enough effectively improve the compressive property of concrete, barrier performance, toughness properties.
The foregoing is only a preferred embodiment of the present invention, is not intended to limit the invention, for the skill of this area For art personnel, the invention may be variously modified and varied.Within the spirit and principles of the invention, that is made any repaiies Change, equivalent substitution, improvement etc., should all be included in the protection scope of the present invention.

Claims (3)

1. a kind of preparation process for the concrete additive for improving compressive property, it is characterised in that comprise the following steps:
S1, modified material:By flyash, silicon dioxide powder, polypropylene fibre, zeolite under conditions of being 230-250 DEG C in temperature After powder, lignin sulfonic acid calcium powder, acrylic emulsion, water are by weight 2.5-3.5h is mixed, add sulfuric acid and rise to temperature 280-300 DEG C, continue continuous stirring 1.5-2.5h, add sulfuric acid needs points for 2 times, mixes stir after 12-15 parts of sulfuric acid of addition for the first time 0.5-1h is mixed, then stirring 0.3-0.5h is remixed after 4-5 parts of sulfuric acid of second of addition, modified material a is made;
S2, mixing:By modified material a made from step S1 and phosphoric acid propane diamine, polysulfone resin, acrylic rubber, 4- diformazans Aminopyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- propylene glycols are by weight Than mixing, first by acrylic rubber, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- Propylene glycol after modified material a stirrings 1-2h with adding phosphoric acid propane diamine, polysulfone resin, 4-dimethylaminopyridine, in 250- 12-16h is stirred under 280 DEG C of temperature conditionss, mixing material b is made;
It is prepared by S3, drying:Mixing material b made from step S2 is carried out under the conditions of closed environment with 130-160 DEG C of temperature It is 2-4% to be dried to water content, is then milled, and crosses 1000-2000 mesh sieve, and the concrete that can improve compressive property is made Additive.
2. the preparation process of the concrete additive according to claim 1 for improving compressive property, it is characterised in that institute The concrete additive stated, in units of parts by weight, including following raw material:13-18 parts of flyash, 9-16 parts of silicon dioxide powder, 7-10 parts of polypropylene fibre, 12-20 parts of zeolite powder, 10-18 parts of lignin sulfonic acid calcium powder, 16-25 parts of acrylic emulsion, sulfuric acid 16-20 parts, 120-180 parts of water, 12-22 parts of phosphoric acid propane diamine, 18-24 parts of polysulfone resin, 30-45 parts of acrylic rubber, 4- 13-18 parts of dimethylamino naphthyridine, poly- [(2- Oxyranyles) -1,2- cyclohexanediols] 2- ethyls -2- (methylol) -1,3- the third two 40-60 parts of alcohol ether.
3. the preparation process of the concrete additive according to claim 2 for improving compressive property, it is characterised in that institute The concentration for stating sulfuric acid is 5-12mol//L.
CN201711256201.8A 2017-12-04 2017-12-04 A kind of preparation process for the concrete additive for improving compressive property Withdrawn CN107963829A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113754342A (en) * 2021-10-13 2021-12-07 湖北建州新型材料有限公司 Preparation process of ecological concrete additive

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113754342A (en) * 2021-10-13 2021-12-07 湖北建州新型材料有限公司 Preparation process of ecological concrete additive

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Application publication date: 20180427