CN106186995A - How calcareous anti-carbonated concrete of one and preparation method thereof - Google Patents

How calcareous anti-carbonated concrete of one and preparation method thereof Download PDF

Info

Publication number
CN106186995A
CN106186995A CN201610499738.6A CN201610499738A CN106186995A CN 106186995 A CN106186995 A CN 106186995A CN 201610499738 A CN201610499738 A CN 201610499738A CN 106186995 A CN106186995 A CN 106186995A
Authority
CN
China
Prior art keywords
parts
calcareous
concrete
mixed liquor
tissuemat
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.)
Pending
Application number
CN201610499738.6A
Other languages
Chinese (zh)
Inventor
王青
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610499738.6A priority Critical patent/CN106186995A/en
Publication of CN106186995A publication Critical patent/CN106186995A/en
Pending legal-status Critical Current

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
    • 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
    • C04B28/14Compositions 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 calcium sulfate cements

Landscapes

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

Abstract

The invention discloses how calcareous anti-carbonated concrete of one and preparation method thereof, it is prepared from by weight by following components: portland cement 500 640 parts, gypsum powder 25 37 parts, acrylate copolymer emulsion mixed liquor 50 80 parts, 600 800 parts of sand, 250 300 parts of water, ethyoxyl Tissuemat E 20 25 parts, N methyl pyrrolidone 20 30 parts, modified rubber powder 50 70 parts.The present invention improves intensity and the resistance of formation of concrete, thus prevent the intrusion of carbon dioxide, reduce carbonization effect, simultaneously because the addition of acrylate copolymer emulsion mixed liquor can be effectively improved inside concrete pore structure, form a large amount of blind hole, thus stop pore to form the most through network structure system, and formed together " anti-carbonation band ", the intrusion to suppression carbon dioxide serves further reinforced effects.

Description

How calcareous anti-carbonated concrete of one and preparation method thereof
Technical field
The present invention relates to a kind of concrete, be specifically related to how calcareous anti-carbonated concrete of one and preparation method thereof.
Background technology
Xoncrete structure is one of structure of being most widely used, and there are the building construction of about 70% and the bridge of 50% in China Structure have employed xoncrete structure.Along with these engineering structures use the growth of time, concrete material and the durability of structure Destroying and increasingly come into one's own, many engineering structures are often due to the reason of durability causes use functional deterioration, even structure Destroy, bring unnecessary loss to society.
Concrete carbonization is one of important durability index of concrete, owing to the carbon dioxide in air or water are by mixed The crack of solidifying soil generates calcium carbonate with the calcium hydroxide reaction in Behavior of Hardened Cement Paste, so that the basicity of concrete reduces so that coagulation Soil presents the process of neutralization and is i.e. referred to as concrete carbonization.Carbonisation is the mistake from outward appearance to inner essence gradually spread to inside concrete Journey, and the reinforcing bar in xoncrete structure can be made to lose the protection of passivating film, easily make reinforcing bar get rusty, and then it is broken to make structure occur Bad;Also can cause concrete shrinkage (Carbonization contract), the surface of concrete easily can be made to produce trickle crack.Along with industrialization The continuous propelling of process, the discharge capacity of carbon dioxide increases, while producing greenhouse effect, the durability to xoncrete structure Also adverse effect is created.
Summary of the invention
The technical problem that present invention mainly solves is to provide how calcareous anti-carbonated concrete of one and preparation method thereof.
For solving above-mentioned technical problem, the technical scheme that the present invention uses is:
The how calcareous anti-carbonated concrete of one, it is prepared from by weight by following components:
Portland cement 500-640 part
Gypsum powder 25-37 part
Acrylate copolymer emulsion mixed liquor 50-80 part
Sand 600-800 part
Water 250-300 part
Ethyoxyl Tissuemat E 20-25 part
N-Methyl pyrrolidone 20-30 part
Modified rubber powder 50-70 part.
Scheme further, described acrylate copolymer emulsion mixed liquor is to be prepared from by weight by following components:
Epoxy resin 100 parts
Acrylic monomers 10-30 part
Emulsifying agent 3-15 part
Initiator 0.5-5 part
Deionized water 100-250 part.
Further scheme, described acrylic monomers be acrylic acid, methacrylic acid, epoxy acrylic, acrylic acid ethyl, third Olefin(e) acid butyl ester, Isobutyl 2-propenoate and Hexyl 2-propenoate or methyl methacrylate;Described initiator is potassium peroxydisulfate or over cure Acid ammonium.
Scheme further, described modified rubber powder is through silane coupler modified process gained by rubber powder.
Scheme further, described ethyoxyl Tissuemat E is by by Tissuemat E, dibenzoyl peroxide, maleic anhydride Insulated and stirred 2-3 hour at 130-140 DEG C, obtains modified polyethylene wax;Add poly glycol monomethyl ether in 60-100 rev/min Stir 3-5 minute, sucking filtration, dry gained.
Another scheme of the present invention is to provide the preparation method of above-mentioned a kind of how calcareous anti-carbonated concrete, preparation process As follows:
(1) modified rubber powder is added in the mixed liquor of N-Methyl pyrrolidone and stir into modified rubber liquid;
(2) ethyoxyl Tissuemat E is distributed to 10-12 times of deionized water mix with modified rubber liquid, is subsequently adding After the mixing of acrylate copolymer emulsion mixed liquor, addition mulser carries out emulsifying and obtain emulsion;
(3) portland cement, gypsum powder, sand are added to the water it are stirred, add under agitation through step (2) The emulsion of preparation, prepares concrete.
In the present invention, ethyoxyl Tissuemat E has good surface polarity, after rubber liquid blending and modifying, can improve Waste and old rubber particle surface nonpolar, strengthens the compatibility with cement matrix, reduces the tension force on surface, makes rubber and cement mortar Faying face is more closely knit, improves intensity and the resistance of formation of concrete, thus prevents the intrusion of carbon dioxide, reduces carbonization Effect, simultaneously because the addition of acrylate copolymer emulsion mixed liquor can be effectively improved inside concrete pore structure, is formed big Amount blind hole, thus stop pore to form the most through network structure system, formed together " anti-carbonation band ", to suppression two The intrusion of carbonoxide serves further reinforced effects, and in additionally can reducing xoncrete structure, harmful hole and defect contain Amount, reduces the alkalescence of hydrated product, promotes low-intensity hydrated product to change to high intensity hydrated product.
The present invention adds gypsum powder and can improve the calcium in concrete.
So the concrete of the present invention has good pressure-proof and snap-resistent intensity, water reducing ability is carbonization with anti-.
Detailed description of the invention
Below presently preferred embodiments of the present invention is described in detail so that advantages and features of the invention can be easier to by It will be appreciated by those skilled in the art that thus protection scope of the present invention is made apparent clear and definite defining.
In embodiments below, ethyoxyl Tissuemat E is by by Tissuemat E, dibenzoyl peroxide, maleic anhydride Insulated and stirred 2-3 hour at 130-140 DEG C, obtains modified polyethylene wax;Add poly glycol monomethyl ether in 60-100 rev/min Stir 3-5 minute, sucking filtration, dry gained.
Embodiment 1:
(1) modified rubber powder 50 parts is added in the mixed liquor of N-Methyl pyrrolidone 20 parts and stir into modified rubber liquid;
(2) epoxy resin 100 parts, 10 parts of acrylic acid, emulsifying agent 3 parts, initiator potassium persulfate 0.5 part are added 100 parts Deionized water is stirred, emulsifying, prepare acrylate copolymer emulsion mixed liquor;
(3) ethyoxyl Tissuemat E 20 parts is distributed to 10 times of deionized waters mix with modified rubber liquid, then adds After entering acrylate copolymer emulsion mixed liquor 50 parts mixing, addition mulser carries out emulsifying and obtain emulsion;
(4) will portland cement 500 parts, gypsum powder 25 parts, 600 parts of sand, 250 parts of water of addition be stirred, in stirring In the case of add the emulsion prepared through step (3), prepare concrete.
Embodiment 2:
(1) modified rubber powder 70 parts is added in the mixed liquor of N-Methyl pyrrolidone 30 parts and stir into modified rubber liquid;
(2) epoxy resin 100 parts, butyl acrylate 30 parts, emulsifying agent 15 parts, initiator ammonium persulfate 5 parts are added 250 Part deionized water is stirred, emulsifying, prepare acrylate copolymer emulsion mixed liquor;
(3) ethyoxyl Tissuemat E 25 parts is distributed to 12 times of deionized waters mix with modified rubber liquid, then adds After entering acrylate copolymer emulsion mixed liquor 80 parts mixing, addition mulser carries out emulsifying and obtain emulsion;
(4) will portland cement 640 parts, gypsum powder 37 parts, 800 parts of sand, 300 parts of water of addition be stirred, in stirring In the case of add the emulsion prepared through step (3), prepare concrete.
Embodiment 3:
(1) modified rubber powder 60 parts is added in the mixed liquor of N-Methyl pyrrolidone 25 parts and stir into modified rubber liquid;
(2) epoxy resin 100 parts, methyl methacrylate 20 parts, emulsifying agent 10 parts, initiator potassium persulfate 2 parts are added Enter in 200 parts of deionized waters to be stirred, emulsifying, prepare acrylate copolymer emulsion mixed liquor.
(3) ethyoxyl Tissuemat E 22 parts is distributed to 11 times of deionized waters mix with modified rubber liquid, then adds After entering acrylate copolymer emulsion mixed liquor 70 parts mixing, addition mulser carries out emulsifying and obtain emulsion;
(4) will portland cement 600 parts, gypsum powder 30 parts, 700 parts of sand, 280 parts of water of addition be stirred, in stirring In the case of add the emulsion prepared through step (3), prepare concrete.
The foregoing is only embodiments of the invention, not thereby limit the scope of the claims of the present invention, every utilize this Equivalent structure or equivalence flow process that bright description is made convert, or are directly or indirectly used in other relevant technical fields, all In like manner it is included in the scope of patent protection of the present invention.

Claims (6)

1. calcareous anti-carbonated concrete more than a kind, it is characterised in that: it is prepared from by weight by following components:
Portland cement 500-640 part
Gypsum powder 25-37 part
Acrylate copolymer emulsion mixed liquor 50-80 part
Sand 600-800 part
Water 250-300 part
Ethyoxyl Tissuemat E 20-25 part
N-Methyl pyrrolidone 20-30 part
Modified rubber powder 50-70 part.
The how calcareous anti-carbonated concrete of one the most according to claim 1, it is characterised in that: described acrylic ester copolymer breast Liquid mixed liquor is to be prepared from by weight by following components:
Epoxy resin 100 parts
Acrylic monomers 10-30 part
Emulsifying agent 3-15 part
Initiator 0.5-5 part
Deionized water 100-250 part.
The how calcareous anti-carbonated concrete of one the most according to claim 2, it is characterised in that: described acrylic monomers is third Olefin(e) acid, methacrylic acid, epoxy acrylic, acrylic acid ethyl, butyl acrylate, Isobutyl 2-propenoate and Hexyl 2-propenoate or first Base acrylic acid methyl ester.;Described initiator is potassium peroxydisulfate or Ammonium persulfate..
The how calcareous anti-carbonated concrete of one the most according to claim 1, it is characterised in that: described modified rubber powder be by Rubber powder is through silane coupler modified process gained.
The how calcareous anti-carbonated concrete of one the most according to claim 1, it is characterised in that: described ethyoxyl Tissuemat E It is by by Tissuemat E, dibenzoyl peroxide, maleic anhydride insulated and stirred 2-3 hour at 130-140 DEG C, obtains modified poly- Ethylene waxes;Add poly glycol monomethyl ether to stir 3-5 minute in 60-100 rev/min, sucking filtration, dry gained.
A kind of preparation method of how calcareous anti-carbonated concrete, it is characterised in that: preparation process is such as Under:
(1) modified rubber powder is added in the mixed liquor of N-Methyl pyrrolidone and stir into modified rubber liquid;
(2) ethyoxyl Tissuemat E is distributed to 10-12 times of deionized water mix with modified rubber liquid, is subsequently adding propylene After the mixing of acid esters copolymer emulsion mixed liquor, addition mulser carries out emulsifying and obtain emulsion;
(3) portland cement, gypsum powder, sand are added to the water it are stirred, add under agitation and prepare through step (2) Emulsion, prepare concrete.
CN201610499738.6A 2016-06-28 2016-06-28 How calcareous anti-carbonated concrete of one and preparation method thereof Pending CN106186995A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610499738.6A CN106186995A (en) 2016-06-28 2016-06-28 How calcareous anti-carbonated concrete of one and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610499738.6A CN106186995A (en) 2016-06-28 2016-06-28 How calcareous anti-carbonated concrete of one and preparation method thereof

Publications (1)

Publication Number Publication Date
CN106186995A true CN106186995A (en) 2016-12-07

Family

ID=57463000

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610499738.6A Pending CN106186995A (en) 2016-06-28 2016-06-28 How calcareous anti-carbonated concrete of one and preparation method thereof

Country Status (1)

Country Link
CN (1) CN106186995A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1112018A (en) * 1997-06-17 1999-01-19 Sekisui Chem Co Ltd Wood cement composition and production of wood cement board by using the composition
CN101429267A (en) * 2008-12-25 2009-05-13 海洋化工研究院 Preparation and uses of epoxy/acrylic acid hybridisation emulsion
CN101725103A (en) * 2009-11-24 2010-06-09 南通安耐好工程材料有限公司 Polymer cement concrete lamella
CN102617184A (en) * 2012-03-27 2012-08-01 江苏名和集团有限公司 Concrete carbonization inhibitor
CN105036644A (en) * 2015-07-09 2015-11-11 阜阳三环管桩有限公司 Rosin-efficient water-reducing concrete pile, and preparation method therefor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1112018A (en) * 1997-06-17 1999-01-19 Sekisui Chem Co Ltd Wood cement composition and production of wood cement board by using the composition
CN101429267A (en) * 2008-12-25 2009-05-13 海洋化工研究院 Preparation and uses of epoxy/acrylic acid hybridisation emulsion
CN101725103A (en) * 2009-11-24 2010-06-09 南通安耐好工程材料有限公司 Polymer cement concrete lamella
CN102617184A (en) * 2012-03-27 2012-08-01 江苏名和集团有限公司 Concrete carbonization inhibitor
CN105036644A (en) * 2015-07-09 2015-11-11 阜阳三环管桩有限公司 Rosin-efficient water-reducing concrete pile, and preparation method therefor

Similar Documents

Publication Publication Date Title
DE1495329C3 (en) Cement / resin compound that can be hardened with water
CN106478896A (en) A kind of preparation method of comprehensive polycarboxylate water-reducer
CN104876467B (en) A kind of high performance concrete admixture and its preparation technology
CN107759172A (en) A kind of aqueous epoxy resins are modified pervious concrete material
CN107698716A (en) A kind of polycarboxylate water-reducer and preparation method thereof
CN106477955A (en) Organic polymer material and the portland cement containing this material and preparation method thereof
CN109553717A (en) A kind of hydrophobic type acrylic polymer lotion and concrete interface agent and preparation method thereof
DE102008043516A1 (en) Method for the application of polymer-modified wet concrete mixtures
KR20190008606A (en) Expansible organic-inorganic hybrid grouting solution and method for construction using the same
CN108358535A (en) A kind of cement concrete bridge deck waterproof material and preparation method thereof
CN103183491A (en) Preparation method of crosslinked polymer cement waterproof coating
CN106495581A (en) Grouting material that reinforces for road and preparation method thereof
CN107572967A (en) A kind of cement group water-proofing material and its preparation technology
CN106186848A (en) A kind of coating material of anti-concrete carbonization
CN106280277A (en) A kind of preparation method and application of environmental protection low viscosity high-strength epoxy radicals grouting material
CN105503086A (en) Novel flexible waterproof gum coating for stone
CN102911580B (en) Crosslinked acrylic emulsion for waterproofing paints and preparation method thereof
CN106116361A (en) A kind of concrete of anticorrosion and carbonization and preparation method thereof
CN106186995A (en) How calcareous anti-carbonated concrete of one and preparation method thereof
KR102519944B1 (en) Elastic putty composition with self-healing function and method for repairing concrete outer wall cracks using the same
CN107541127A (en) A kind of high-strength waterproof emulsion and preparation method thereof
CN104386940A (en) High-antiseptic-effect retarding water reducing agent and preparation method thereof
CN107840596A (en) One kind production additional agent prescription of concrete polycarboxylate
CN108793818A (en) A kind of additive and preparation method thereof improving concrete durability
JP5189272B2 (en) Ground stabilization admixture, ground stabilization material and ground stabilization method using the same

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20161207