CN110606708A - High-performance foam concrete and preparation method thereof - Google Patents

High-performance foam concrete and preparation method thereof Download PDF

Info

Publication number
CN110606708A
CN110606708A CN201810618200.1A CN201810618200A CN110606708A CN 110606708 A CN110606708 A CN 110606708A CN 201810618200 A CN201810618200 A CN 201810618200A CN 110606708 A CN110606708 A CN 110606708A
Authority
CN
China
Prior art keywords
parts
foam concrete
reducing agent
water reducing
sodium
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.)
Withdrawn
Application number
CN201810618200.1A
Other languages
Chinese (zh)
Inventor
李铜玲
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.)
Huaian Tianxin Mstar Technology Ltd
Original Assignee
Huaian Tianxin Mstar Technology 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 Huaian Tianxin Mstar Technology Ltd filed Critical Huaian Tianxin Mstar Technology Ltd
Priority to CN201810618200.1A priority Critical patent/CN110606708A/en
Publication of CN110606708A publication Critical patent/CN110606708A/en
Withdrawn legal-status Critical Current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
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • 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
    • C04B2111/40Porous or lightweight 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
    • C04B2201/20Mortars, concrete or artificial stone characterised by specific physical values for the density
    • 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
    • C04B2201/30Mortars, concrete or artificial stone characterised by specific physical values for heat transfer properties such as thermal insulation values, e.g. R-values
    • C04B2201/32Mortars, concrete or artificial stone characterised by specific physical values for heat transfer properties such as thermal insulation values, e.g. R-values for the thermal conductivity, e.g. K-factors
    • 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

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)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

The invention discloses high-performance foam concrete and a preparation method thereof. The preparation method comprises the steps of mixing and grinding the fly ash and the exciting agent, adding the grinding material, common portland cement, the coagulant, the water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fiber into water, stirring to prepare mortar, finally adding the foaming agent, and uniformly stirring to prepare the high-performance foam concrete. The invention adds coagulant into common Portland cement, and uses the fly ash compounded by the excitant to replace cement, and the prepared foam concrete has light weight, high strength, low heat conductivity coefficient and excellent volume stability.

Description

High-performance foam concrete and preparation method thereof
Technical Field
The invention belongs to the technical field of building materials, and particularly relates to high-performance foam concrete and a preparation method thereof.
Background
The foam concrete is also called as foaming cement, lightweight concrete and the like, and is a novel building energy-saving material which is waste-utilizing, environment-friendly, energy-saving, low in cost and non-combustible. The foam concrete is a concrete product which is formed by introducing air or gases such as nitrogen, carbon dioxide, oxygen and the like into concrete slurry according to application requirements in a chemical or physical mode and reasonably curing and forming, contains a large number of fine closed air holes and has considerable strength. The production of foamed concrete is usually carried out by mechanically preparing an aqueous solution of a foaming agent into a foam.
As a novel energy-saving environment-friendly building material, the foam concrete has the following outstanding advantages: it can be naturally cured and hardened, its production process is simple, investment scale is small, not only can be used for producing various prefabricated products, but also can be cast in situ. With the reform of wall materials and the promotion of energy-saving construction policies, the development and application of energy-saving building materials are widely regarded, and the rapid development of novel building materials with energy conservation, waste utilization, heat preservation and light weight becomes a mainstream trend, wherein the foam concrete block plays an important role in non-bearing wall materials.
Disclosure of Invention
The invention aims to provide high-performance foam concrete and a preparation method thereof, and the prepared foam concrete has the advantages of light weight, high strength, low heat conductivity coefficient and excellent volume stability.
A high-performance foam concrete comprises the following raw materials in parts by weight: 20-30 parts of ordinary portland cement, 2-3 parts of a coagulant, 10-20 parts of fly ash, 3-7 parts of an excitant, 2-3 parts of a water reducing agent, 3-5 parts of polyacrylamide, 2-3 parts of cellulose ether, 0.5-1 part of polyvinyl alcohol, 0.5-1 part of fiber, 9-12 parts of a foaming agent and 20-30 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate;
the fibers are a mixture of polypropylene fibers, polyester fibers and glass fibers;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite;
the excitant is quicklime.
Preferably, the weight ratio of the sodium aluminate to the sodium silicate is 1: 1-2.
Preferably, the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 2: 1-2.
Preferably, the water reducing agent is a polycarboxylate water reducing agent or a naphthalenesulfonate water reducing agent.
Preferably, the polyacrylamide has a weight average molecular weight of 600 ten thousand.
The preparation method of the high-performance foam concrete comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, and uniformly stirring to obtain the high-performance foam concrete.
The invention adds coagulant into common Portland cement, and uses the fly ash compounded by the excitant to replace cement, and the prepared foam concrete has light weight, high strength, low heat conductivity coefficient and excellent volume stability.
Detailed Description
Example 1
A high-performance foam concrete comprises the following raw materials in parts by weight: 20 parts of ordinary portland cement, 2 parts of a coagulant, 10 parts of fly ash, 3 parts of an excitant, 2 parts of a water reducing agent, 3 parts of polyacrylamide, 2 parts of cellulose ether, 0.5 part of polyvinyl alcohol, 0.5 part of fiber, 9 parts of a foaming agent and 20 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate, and the weight ratio of the sodium aluminate to the sodium silicate is 1: 1;
the fiber is a mixture of polypropylene fiber, polyester fiber and glass fiber, and the weight ratio of the polypropylene fiber to the polyester fiber to the glass fiber is 1: 1: 1;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite, and the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 2: 1;
the excitant is quicklime.
Wherein the water reducing agent is a polycarboxylate water reducing agent; the weight average molecular weight of the polyacrylamide is 600 ten thousand.
The preparation method of the high-performance foam concrete comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, uniformly stirring, and curing at room temperature to obtain the high-performance foam concrete.
The prepared foam concreteThe main performance indexes are as follows: dry density 768kg/m3The cube compressive strength is 12.35MPa, the heat conductivity coefficient is 0.142W/m.K, and the drying shrinkage value is 0.28 mm/m.
Example 2
A high-performance foam concrete comprises the following raw materials in parts by weight: 23 parts of ordinary portland cement, 2 parts of a coagulant, 14 parts of fly ash, 4 parts of an excitant, 2 parts of a water reducing agent, 3 parts of polyacrylamide, 2 parts of cellulose ether, 0.7 part of polyvinyl alcohol, 0.8 part of fiber, 10 parts of a foaming agent and 24 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate, and the weight ratio of the sodium aluminate to the sodium silicate is 1: 2;
the fiber is a mixture of polypropylene fiber, polyester fiber and glass fiber, and the weight ratio of the polypropylene fiber to the polyester fiber to the glass fiber is 1: 2: 1;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite, and the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 1: 1;
the excitant is quicklime.
Wherein the water reducing agent is a polycarboxylate water reducing agent; the weight average molecular weight of the polyacrylamide is 600 ten thousand.
The preparation method of the high-performance foam concrete comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, uniformly stirring, and curing at room temperature to obtain the high-performance foam concrete.
The main performance indexes of the prepared foam concrete are as follows: dry density 789kg/m3The cube compressive strength is 11.96MPa, the heat conductivity coefficient is 0.125W/m.K, and the drying shrinkage value is 0.31 mm/m.
Example 3
A high-performance foam concrete comprises the following raw materials in parts by weight: 27 parts of ordinary portland cement, 3 parts of a coagulant, 18 parts of fly ash, 5 parts of an excitant, 3 parts of a water reducing agent, 4 parts of polyacrylamide, 3 parts of cellulose ether, 0.8 part of polyvinyl alcohol, 0.7 part of fiber, 11 parts of a foaming agent and 27 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate, and the weight ratio of the sodium aluminate to the sodium silicate is 1: 1;
the fiber is a mixture of polypropylene fiber, polyester fiber and glass fiber, and the weight ratio of the polypropylene fiber to the polyester fiber to the glass fiber is 1: 1: 1;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite, and the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 2: 1;
the excitant is quicklime.
Wherein the water reducing agent is a polycarboxylate water reducing agent; the weight average molecular weight of the polyacrylamide is 600 ten thousand.
The preparation method of the high-performance foam concrete comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, uniformly stirring, and curing at room temperature to obtain the high-performance foam concrete.
The main performance indexes of the prepared foam concrete are as follows: dry density 675kg/m3The cube compressive strength is 10.85MPa, the heat conductivity coefficient is 0.123W/m.K, and the drying shrinkage value is 0.25 mm/m.
Example 4
A high-performance foam concrete comprises the following raw materials in parts by weight: 30 parts of ordinary portland cement, 3 parts of a coagulant, 20 parts of fly ash, 7 parts of an excitant, 3 parts of a water reducing agent, 5 parts of polyacrylamide, 3 parts of cellulose ether, 1 part of polyvinyl alcohol, 1 part of fiber, 12 parts of a foaming agent and 30 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate, and the weight ratio of the sodium aluminate to the sodium silicate is 1: 1;
the fiber is a mixture of polypropylene fiber, polyester fiber and glass fiber, and the weight ratio of the polypropylene fiber to the polyester fiber to the glass fiber is 1: 1: 1;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite, and the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 2: 1;
the excitant is quicklime.
Wherein the water reducing agent is a polycarboxylate water reducing agent; the weight average molecular weight of the polyacrylamide is 600 ten thousand.
The preparation method of the high-performance foam concrete comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, uniformly stirring, and curing at room temperature to obtain the high-performance foam concrete.
The main performance indexes of the prepared foam concrete are as follows: dry density 658kg/m3The cube compressive strength is 11.69MPa, the heat conductivity coefficient is 0.123W/m.K, and the drying shrinkage value is 0.24 mm/m.

Claims (6)

1. A high-performance foam concrete is characterized in that: the raw materials comprise the following components in parts by weight: 20-30 parts of ordinary portland cement, 2-3 parts of a coagulant, 10-20 parts of fly ash, 3-7 parts of an excitant, 2-3 parts of a water reducing agent, 3-5 parts of polyacrylamide, 2-3 parts of cellulose ether, 0.5-1 part of polyvinyl alcohol, 0.5-1 part of fiber, 9-12 parts of a foaming agent and 20-30 parts of water;
the coagulant is a mixture of sodium aluminate and sodium silicate;
the fibers are a mixture of polypropylene fibers, polyester fibers and glass fibers;
the foaming agent is sodium dodecyl benzene sulfonate and sodium bentonite;
the excitant is quicklime.
2. The high performance foamed concrete according to claim 1, characterized in that: the weight ratio of the sodium aluminate to the sodium silicate is 1: 1-2.
3. The high performance foamed concrete according to claim 1, characterized in that: the weight ratio of the sodium dodecyl benzene sulfonate to the sodium bentonite is 2: 1-2.
4. The high performance foamed concrete according to claim 1, characterized in that: the water reducing agent is a polycarboxylate water reducing agent or a naphthalenesulfonate water reducing agent.
5. The high performance foamed concrete according to claim 1, characterized in that: the weight average molecular weight of the polyacrylamide is 600 ten thousand.
6. The method for producing high-performance foamed concrete according to claim 1, wherein: the method comprises the following steps:
step 1, mixing and grinding fly ash and an exciting agent to obtain a grinding material;
step 2, adding ordinary portland cement, a coagulant, a grinding material, a water reducing agent, polyacrylamide, cellulose ether, polyvinyl alcohol and fibers into water, and stirring to obtain mortar;
and 3, adding a foaming agent into the mortar obtained in the step 2, and uniformly stirring to obtain the high-performance foam concrete.
CN201810618200.1A 2018-06-15 2018-06-15 High-performance foam concrete and preparation method thereof Withdrawn CN110606708A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810618200.1A CN110606708A (en) 2018-06-15 2018-06-15 High-performance foam concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810618200.1A CN110606708A (en) 2018-06-15 2018-06-15 High-performance foam concrete and preparation method thereof

Publications (1)

Publication Number Publication Date
CN110606708A true CN110606708A (en) 2019-12-24

Family

ID=68888049

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810618200.1A Withdrawn CN110606708A (en) 2018-06-15 2018-06-15 High-performance foam concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN110606708A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115636640A (en) * 2022-10-18 2023-01-24 青岛中邦新材料科技有限公司 Foam concrete material and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115636640A (en) * 2022-10-18 2023-01-24 青岛中邦新材料科技有限公司 Foam concrete material and preparation method thereof

Similar Documents

Publication Publication Date Title
CN105218146B (en) A kind of low-density foamed concrete of heat preservation and soundproof
CN102633525B (en) Foam concrete with desulfurized gypsum as main cementing material and preparation method of foam concrete
CN103664073B (en) A kind of autoclave aerated concrete building block utilizing Yellow River Sand to prepare and preparation method thereof
CN110317017B (en) Lightweight high-strength foam concrete and preparation method thereof
CN108726908B (en) Preparation method of artificial composite lightweight aggregate for foam concrete and artificial composite lightweight aggregate
CN111423160B (en) Light geopolymer thermal insulation material and preparation method thereof
CN106986568B (en) A kind of unburned lightweight aggregate, lightweight concrete and its preparation
CN111807807A (en) Non-autoclaved lightweight heat-insulating particle aerated concrete block and preparation method thereof
CN108911607B (en) Assembled wall material and preparation method thereof
CN107602039B (en) Grouting ceramsite light composite wallboard and preparation method thereof
CN105016636B (en) A kind of gypsum slag cement insulation board and its preparation technology
CN103641508A (en) Method for preparing sintering-free geopolymer foam ceramics
CN108314383A (en) A kind of novel antibacterial insulating brick and preparation method thereof
CN115477528A (en) Environment-friendly autoclaved aerated concrete block and preparation method thereof
CN103641324A (en) Method for preparing sintering-free geopolymer foam glass
CN111635189A (en) Energy-saving environment-friendly light wallboard and preparation method thereof
CN110698148A (en) Foaming wall material and preparation method thereof
CN104975676A (en) Lightweight high-strength composite partition batten, and production method thereof
CN110606708A (en) High-performance foam concrete and preparation method thereof
CN113024179A (en) Foam concrete and preparation method thereof
CN109437802A (en) A kind of sulphate aluminium cement assembled integrated interior wall and preparation method thereof
CN115385623A (en) Carbon absorption foam concrete based on industrial waste residues and preparation method thereof
CN105000902A (en) Low water absorption aerated concrete block and preparation method therefor
CN111517742A (en) Autoclaved aerated concrete integral heat-insulation wallboard and production process thereof
CN104909812A (en) Ceramsite enhanced concrete type aerated building block

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20191224