CN109133699A - A kind of preparation method of durable high-strength composite expansive agents for concrete material - Google Patents

A kind of preparation method of durable high-strength composite expansive agents for concrete material Download PDF

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Publication number
CN109133699A
CN109133699A CN201811078481.2A CN201811078481A CN109133699A CN 109133699 A CN109133699 A CN 109133699A CN 201811078481 A CN201811078481 A CN 201811078481A CN 109133699 A CN109133699 A CN 109133699A
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ball milling
collects
concrete
preparation
durable high
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CN201811078481.2A
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Inventor
刘菊花
韩桂林
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Foshan Chao Hung New Mstar Technology Ltd
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Foshan Chao Hung New Mstar Technology 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
    • 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
    • C03GLASS; MINERAL OR SLAG WOOL
    • C03CCHEMICAL COMPOSITION OF GLASSES, GLAZES OR VITREOUS ENAMELS; SURFACE TREATMENT OF GLASS; SURFACE TREATMENT OF FIBRES OR FILAMENTS MADE FROM GLASS, MINERALS OR SLAGS; JOINING GLASS TO GLASS OR OTHER MATERIALS
    • C03C13/00Fibre or filament compositions
    • C03C13/06Mineral fibres, e.g. slag wool, mineral wool, rock wool
    • 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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38Fibrous materials; Whiskers
    • C04B14/46Rock wool ; Ceramic or silicate fibres
    • C04B14/4643Silicates other than zircon
    • C04B14/4675Silicates other than zircon from slags

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Civil Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Silicates, Zeolites, And Molecular Sieves (AREA)

Abstract

The present invention relates to a kind of preparation methods of durable high-strength composite expansive agents for concrete material, belong to swelling agent technical field.Technical solution of the present invention uses sepiolite raw ore powder for raw material, it is modified through acidolysis, sepiolite fibre beam is stripped out from powder particles, and compound blast-furnace cinder melt drawing forms high-specific surface area fibre bundle aggregate, it is compound as network skeleton and to keep the chemical stability and mechanical strength of blast furnace dry slag fiber, by loading water absorbent gel there are pore structure between composite fibre and filling to material internal, make its in use effectively water suction and it is expansion-modifying, since technical solution of the present invention uses combined oxidation magnesium, enough swell incremenies are provided by the early expansion amount of combined oxidation magnesium, the later period can the reaction was continued generate expansion, so concrete structure will not be destroyed because of early expansion amount excessive generation stress relaxation, and the contraction of compensating concrete can be continued, it is effectively improved the endurance quality of expansion agent material.

Description

A kind of preparation method of durable high-strength composite expansive agents for concrete material
Technical field
The present invention relates to a kind of preparation methods of durable high-strength composite expansive agents for concrete material, belong to swelling agent technology Field.
Background technique
Concrete learns skill with section as modern age most widely used construction material and current most large artificial material What art was maked rapid progress is constantly progressive, and is also furtherd investigate constantly, and performance has also obtained constantly improve and development.However coagulation Soil has following two intrinsic material characteristics first, being gain in strength during hydration and hardening for other materials The contraction distortion of simultaneous volume the second is concrete material, tensile and compressive strength it is relatively low, i.e., axial tensile-strength is much Lower than axial compression strength.When contraction distortion is drawn, and the tensile stress of the inside concrete risen is more than the tensile strength of concrete, mix Solidifying soil cracking may occur now, as, therefore have been generally acknowledged that contraction fissure is the greatest drawback of concrete structure.Concrete is split Seam is by very thin, and for small micro-crack to several millimeters, change width range is very big.Visible macrocrack is in most cases Damage, the appearance of bad structure, to the stress performance and durability of works, influence not for influence caused by crack itself It can be very big.But it will bring it is impervious it is poor, intensity is insufficient, material is uneven and other issues, and then promote harmful environmental Jie Matter such as hydrone, carbon dioxide and chloride ion etc. quickly invade inside concrete, cause the nature of steel bar corrosion or concrete Aging to reduce the security performance and service life of works, therefore controls the crack of concrete structure with very heavy The meaning wanted.
Since cement expansive material comes out, different expansion rates can be obtained by adjusting the expansive agent dosage in concrete Concrete.According to the size of concrete expansion rate, expansive concrete or self-stressing concretes can be made, it is mixed for offsetting The wholly or largely contraction distortion of soil is coagulated, to can avoid or mitigate significantly the generation of concrete cracks, improves concrete Durability.Currently used cement expansive material can be divided into according to the chemical composition of expansion sources: aluminium sulfate series, calcium oxide Series and magnesia expansion agent series etc..Existing MgO expansion agent materials ' durability can be poor, so carrying out to it effectively Modification is necessary.
Summary of the invention
The technical problems to be solved by the invention: it for the problem that existing swelling agent materials ' durability energy is poor, provides A kind of preparation method of durable high-strength composite expansive agents for concrete material.
In order to solve the above technical problems, the technical solution adopted by the present invention is that:
(1) ball milling after taking sepiolite and washing, dry, collects ball milling particle, and 1:5 in mass ratio stirs ball milling particle with hydrochloric acid Mixing is mixed, insulation reaction, standing is cooled to room temperature, and lower sediment is collected in centrifuge separation;
(2) lower sediment, blast-furnace cinder and combined oxidation magnesium granules are stirred, after 1~2h of ball milling by 1:1:1 in mass ratio It collects mixing and ball milling particle to be placed in crucible, after crucible drying, then the heating that heats up, heat preservation calcining are collected molten liquid and simultaneously drawn Silk processing, collects wire drawing fiber and cooled to room temperature, obtains modified fibre;
(3) according to parts by weight, respectively weigh 45~50 parts of acrylamides, 0.1~0.2 part of crosslinking agent cumyl peroxide, 0.5~1.0 part of 1% potassium persulfate solution of mass fraction and 1~2 part of odium stearate are placed in conical flask, are stirred and are protected Temperature reaction, collects reaction solution;
(4) 1:10 in mass ratio, modified fibre is added in reaction solution, mixed grinding, is collected grinding milk and is placed in by spraying In drying device, it is spray-dried and collects dry particle, standing is cooled to room temperature, and it is multiple can be prepared into the durable high-strength Close concrete expansion agent material.
Concentration of hydrochloric acid described in step (1) is 0.1% hydrochloric acid of mass fraction.
Crucible drying temperature described in step (2) is 120~125 DEG C.
Heating described in step (2), which is heated to be, is heated to 1400~1500 DEG C by 5 DEG C/min heating.
Spray drying described in step (4) is that control inlet temperature is 175~220 DEG C, and outlet temperature is 200~250 DEG C, Spray drying.
The present invention is compared with other methods, and advantageous effects are:
Technical solution of the present invention uses sepiolite raw ore powder for raw material, modified through acidolysis, and sepiolite fibre beam is from powder particles In be stripped out, and compound blast-furnace cinder melt drawing formed high-specific surface area fibre bundle aggregate, due in blast-furnace cinder The presence of SiO2 makes it as network skeleton and keeps the chemical stability and mechanical strength of blast furnace dry slag fiber, by compound The pore structure load water absorbent gel of existing acid-modified formation between fiber is simultaneously filled to material internal, it was being used It effectively absorbs water in journey and expansion-modifying, since technical solution of the present invention uses combined oxidation magnesium, passes through the morning of combined oxidation magnesium Phase swell increment provides enough swell incremenies, the later period can the reaction was continued generates expansion, so will not be excessive because of early expansion amount It generates stress relaxation and destroys concrete structure, and the contraction of compensating concrete can be continued, be effectively improved the resistance to of expansion agent material Long performance.
Specific embodiment
10~12h of ball milling after taking sepiolite and washing, dry collects ball milling particle, 1:5 in mass ratio, by ball milling particle It is stirred with 0.1% hydrochloric acid of mass fraction and is placed in 10~12h of insulation reaction, standing at 75~80 DEG C and is cooled to room temperature, then Be centrifugated 10~15min at 1200~1500r/min, collect lower sediment and 1:1:1 in mass ratio, by lower sediment, Blast-furnace cinder is stirred with combined oxidation magnesium granules, and mixing and ball milling particle is collected after 1~2h of ball milling and is placed in crucible, by earthenware After crucible is placed at 120~125 DEG C dry 3~5h, then heats up by 5 DEG C/min and be heated to 1400~1500 DEG C, 1~2h of heat preservation calcining Afterwards, molten liquid and wire drawing process are collected, wire drawing fiber and cooled to room temperature is collected, obtains modified fibre;According to parts by weight, 45~50 parts of acrylamides, 0.1~0.2 part of crosslinking agent cumyl peroxide, 0.5~1.0 part of mass fraction 1% are weighed respectively Potassium persulfate solution and 1~2 part of odium stearate are placed in conical flask, are stirred and are placed in insulation reaction 3 at 75~80 DEG C ~5h collects reaction solution and 1:10 in mass ratio, modified fibre is added in reaction solution, after 2~3h of mixed grinding, collection is ground Grinding slurry is placed in spray-drying installation, and control inlet temperature is 175~220 DEG C, and outlet temperature is 200~250 DEG C, spraying Dry particle is dried and collects, standing is cooled to room temperature, and can be prepared into the durable high-strength composite expansive agents for concrete Material;The combined oxidation magnesium granules are 1:1 in mass ratio, by the compound mixed oxidization of light calcined magnesia and dead burned magnesia Magnesium granules.
Ball milling 10h after taking sepiolite and washing, dry collects ball milling particle, 1:5 in mass ratio, by ball milling particle and matter Amount 0.1% hydrochloric acid of score, which is stirred, to be placed in insulation reaction 10h, standing at 75 DEG C and is cooled to room temperature, then at 1200r/min It is centrifugated 10min, lower sediment and 1:1:1 in mass ratio are collected, by lower sediment, blast-furnace cinder and combined oxidation magnesium granules It is stirred, mixing and ball milling particle is collected after ball milling 1h and is placed in crucible, after crucible is placed at 120 DEG C dry 3h, then press 5 DEG C/min heating is heated to 1400 DEG C, after heat preservation calcining 1h, collects molten liquid and wire drawing process, collect wire drawing fiber and naturally cold But to room temperature, modified fibre is obtained;According to parts by weight, 45 parts of acrylamides, 0.1 part of crosslinking agent peroxidating diisopropyl are weighed respectively Benzene, 0.5 part of 1% potassium persulfate solution of mass fraction and 1 part of odium stearate are placed in conical flask, are stirred and are placed in 75 DEG C Lower insulation reaction 3h collects reaction solution and 1:10 in mass ratio, modified fibre is added in reaction solution, after mixed grinding 2h, It collects grinding milk to be placed in spray-drying installation, control inlet temperature is 175 DEG C, and outlet temperature is 200 DEG C, spray drying And dry particle is collected, standing is cooled to room temperature, and can be prepared into the durable high-strength composite expansive agents for concrete material; The combined oxidation magnesium granules are 1:1 in mass ratio, by the compound mixed oxidization magnesium of light calcined magnesia and dead burned magnesia Grain.
Ball milling 11h after taking sepiolite and washing, dry collects ball milling particle, 1:5 in mass ratio, by ball milling particle and matter Amount 0.1% hydrochloric acid of score, which is stirred, to be placed in insulation reaction 11h, standing at 77 DEG C and is cooled to room temperature, then in 13500r/min Lower centrifuge separation 13min collects lower sediment and 1:1:1 in mass ratio, by lower sediment, blast-furnace cinder and combined oxidation magnesium Grain is stirred, and mixing and ball milling particle is collected after ball milling 1.5h and is placed in crucible, after crucible is placed at 123 DEG C dry 4h, 1450 DEG C, after 1.5h is calcined in heat preservation are heated to by 5 DEG C/min heating again, collects molten liquid and wire drawing process, collects wire drawing fiber And cooled to room temperature, obtain modified fibre;According to parts by weight, 47 parts of acrylamides, 0.15 part of crosslinking agent mistake are weighed respectively Oxidation diisopropylbenzene (DIPB), 0.75 part of 1% potassium persulfate solution of mass fraction and 1.5 parts of odium stearate are placed in conical flask, are stirred Mixing is placed in insulation reaction 4h at 77 DEG C, collects reaction solution and 1:10 in mass ratio, modified fibre is added in reaction solution, It after mixed grinding 2.5h, collects grinding milk and is placed in spray-drying installation, control inlet temperature is 200 DEG C, outlet temperature It is 225 DEG C, is spray-dried and collects dry particle, standing is cooled to room temperature, and it is compound can be prepared into the durable high-strength Concrete expansion agent material;The combined oxidation magnesium granules are 1:1 in mass ratio, and light calcined magnesia and dead burned magnesia are answered The mixed oxidization magnesium granules of conjunction.
Ball milling 12h after taking sepiolite and washing, dry collects ball milling particle, 1:5 in mass ratio, by ball milling particle and matter Amount 0.1% hydrochloric acid of score, which is stirred, to be placed in insulation reaction 12h, standing at 80 DEG C and is cooled to room temperature, then at 1500r/min It is centrifugated 15min, lower sediment and 1:1:1 in mass ratio are collected, by lower sediment, blast-furnace cinder and combined oxidation magnesium granules It is stirred, mixing and ball milling particle is collected after ball milling 2h and is placed in crucible, after crucible is placed at 125 DEG C dry 5h, then press 5 DEG C/min heating is heated to 1500 DEG C, after heat preservation calcining 2h, collects molten liquid and wire drawing process, collect wire drawing fiber and naturally cold But to room temperature, modified fibre is obtained;According to parts by weight, 50 parts of acrylamides, 0.2 part of crosslinking agent peroxidating diisopropyl are weighed respectively Benzene, 1.0 parts of 1% potassium persulfate solutions of mass fraction and 2 parts of odium stearate are placed in conical flask, are stirred and are placed in 80 DEG C Lower insulation reaction 5h collects reaction solution and 1:10 in mass ratio, modified fibre is added in reaction solution, after mixed grinding 3h, It collects grinding milk to be placed in spray-drying installation, control inlet temperature is 220 DEG C, and outlet temperature is 250 DEG C, spray drying And dry particle is collected, standing is cooled to room temperature, and can be prepared into the durable high-strength composite expansive agents for concrete material; The combined oxidation magnesium granules are 1:1 in mass ratio, by the compound mixed oxidization magnesium of light calcined magnesia and dead burned magnesia Grain.
Example 1,2,3 prepared by the present invention is tested for the property, specific test result is as follows shown in table table 1:
1 performance test table of table
As seen from the above table, swelling agent prepared by the present invention has excellent endurance quality.

Claims (5)

1. a kind of preparation method of durable high-strength composite expansive agents for concrete material, it is characterised in that specific preparation step are as follows:
(1) ball milling after taking sepiolite and washing, dry, collects ball milling particle, and 1:5 in mass ratio stirs ball milling particle with hydrochloric acid Mixing is mixed, insulation reaction, standing is cooled to room temperature, and lower sediment is collected in centrifuge separation;
(2) lower sediment, blast-furnace cinder and combined oxidation magnesium granules are stirred, after 1~2h of ball milling by 1:1:1 in mass ratio It collects mixing and ball milling particle to be placed in crucible, after crucible drying, then the heating that heats up, heat preservation calcining are collected molten liquid and simultaneously drawn Silk processing, collects wire drawing fiber and cooled to room temperature, obtains modified fibre;
(3) according to parts by weight, respectively weigh 45~50 parts of acrylamides, 0.1~0.2 part of crosslinking agent cumyl peroxide, 0.5~1.0 part of 1% potassium persulfate solution of mass fraction and 1~2 part of odium stearate are placed in conical flask, are stirred and are protected Temperature reaction, collects reaction solution;
(4) 1:10 in mass ratio, modified fibre is added in reaction solution, mixed grinding, is collected grinding milk and is placed in by spraying In drying device, it is spray-dried and collects dry particle, standing is cooled to room temperature, and it is multiple can be prepared into the durable high-strength Close concrete expansion agent material.
2. according to right want 1 described in a kind of preparation method of durable high-strength composite expansive agents for concrete material, feature exists In: concentration of hydrochloric acid described in step (1) is 0.1% hydrochloric acid of mass fraction.
3. according to right want 1 described in a kind of preparation method of durable high-strength composite expansive agents for concrete material, feature exists In: crucible drying temperature described in step (2) is 120~125 DEG C.
4. according to right want 1 described in a kind of preparation method of durable high-strength composite expansive agents for concrete material, feature exists In: heating described in step (2), which is heated to be, is heated to 1400~1500 DEG C by 5 DEG C/min heating.
5. according to right want 1 described in a kind of preparation method of durable high-strength composite expansive agents for concrete material, feature exists In: spray drying described in step (4) is that control inlet temperature is 175~220 DEG C, and outlet temperature is 200~250 DEG C, spraying It is dry.
CN201811078481.2A 2018-09-17 2018-09-17 A kind of preparation method of durable high-strength composite expansive agents for concrete material Withdrawn CN109133699A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113336467A (en) * 2021-07-22 2021-09-03 南京晶磊兴建材有限公司 Low-alkali waterproof anti-cracking expanding agent
CN116514460A (en) * 2023-03-28 2023-08-01 加固邦(上海)新材料科技有限公司 Early-strength grouting material for structural reinforcement

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CN106316192A (en) * 2016-08-11 2017-01-11 长安大学 Application of thermosensitive hydrogel for improving anti-freezing and anti-thawing performance of concrete
EP3310738A1 (en) * 2015-06-18 2018-04-25 EMPA Eidgenössische Materialprüfungs- und Forschungsanstalt Self-prestressed reinforced concrete elements
CN108191277A (en) * 2017-12-30 2018-06-22 胡果青 A kind of preparation method of cement expansive material
CN108516866A (en) * 2018-04-20 2018-09-11 安徽瑞和新材料有限公司 The preparation method of curing agent in a kind of modified high hydroscopic resin

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Publication number Priority date Publication date Assignee Title
EP3310738A1 (en) * 2015-06-18 2018-04-25 EMPA Eidgenössische Materialprüfungs- und Forschungsanstalt Self-prestressed reinforced concrete elements
CN106316192A (en) * 2016-08-11 2017-01-11 长安大学 Application of thermosensitive hydrogel for improving anti-freezing and anti-thawing performance of concrete
CN108191277A (en) * 2017-12-30 2018-06-22 胡果青 A kind of preparation method of cement expansive material
CN108516866A (en) * 2018-04-20 2018-09-11 安徽瑞和新材料有限公司 The preparation method of curing agent in a kind of modified high hydroscopic resin

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113336467A (en) * 2021-07-22 2021-09-03 南京晶磊兴建材有限公司 Low-alkali waterproof anti-cracking expanding agent
CN116514460A (en) * 2023-03-28 2023-08-01 加固邦(上海)新材料科技有限公司 Early-strength grouting material for structural reinforcement

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