CN107235652A - A kind of concrete antifreezer - Google Patents

A kind of concrete antifreezer Download PDF

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Publication number
CN107235652A
CN107235652A CN201710520652.1A CN201710520652A CN107235652A CN 107235652 A CN107235652 A CN 107235652A CN 201710520652 A CN201710520652 A CN 201710520652A CN 107235652 A CN107235652 A CN 107235652A
Authority
CN
China
Prior art keywords
parts
sodium
concrete
apg
glycerine
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
CN201710520652.1A
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Chinese (zh)
Inventor
索可歆
周鹏
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.)
Xuzhou Naili Macromolecule Technology Co Ltd
Original Assignee
Xuzhou Naili Macromolecule Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xuzhou Naili Macromolecule Technology Co Ltd filed Critical Xuzhou Naili Macromolecule Technology Co Ltd
Priority to CN201710520652.1A priority Critical patent/CN107235652A/en
Publication of CN107235652A publication Critical patent/CN107235652A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/601Agents for increasing frost resistance

Abstract

The invention discloses a kind of concrete antifreezer, it is made up of the component of following parts by weight:15~20 parts of high performance water reducing agent of polyocarboxy acid, 5~10 parts of sodium metnylene bis-naphthalene sulfonate, 2~4 parts of polyacrylamide, 20~30 parts of glycerine, 5~10 parts of calcium nitrate, 6~10 parts of APG, 1~1.5 part of Tea Saponin, 4~6 parts of sodium gluconate, 0.3~0.6 part of sodium abietate, 0.6~1.2 part of neopelex, 0.5~0.8 part of isooctanol polyethoxylate, 0.2~0.4 part of NPE, 50~70 parts of water.The concrete antifreezer of the present invention can significantly reduce the freezing point of concrete mix, and concrete can be kept not frozen at 20 DEG C, and without chlorine, alkali-free, without ammonia, it is environment-friendly.

Description

A kind of concrete antifreezer
Technical field
The invention belongs to building material technical field, and in particular to a kind of concrete antifreezer.
Background technology
In high latitude and plateau and cold climate area a reinforced, the resistance to frost of concrete is important inspection target.When temperature is low, meeting Have a strong impact on the moisture in the growth of concrete strength, concrete also can cause frost heave when ambient temperature is raised, and cause coagulation The rupture of soil, influences the structure of concrete, further the intensity of reduction concrete.
To ensure that concrete construction quality prevents concrete from occurring freeze injury, a certain amount of antifreezing agent is filled in concrete can To reduce the freezing point of Free water in fresh concrete, it is set to exist in liquid form under the conditions of subzero temperature, it is anti-for hydrated cementitious Should, meanwhile, antifreezing agent can also accelerate hydrated reaction of cement, harden cement rapid condensation under the conditions of subzero temperature, so that significantly Reduce difficulty of construction and construction cost.
However, the freezing-thawing resistance of existing antifreezing agent is preferable not enough, particularly under negative temperature conservation, pressure resistance is spent It is low;And in multiple multigelation, loss of strength is too high.
The content of the invention
It is an object of the invention to provide a kind of concrete antifreezer, product environmental protection, anti-freezing property is superior.
To achieve these goals, the present invention is adopted the following technical scheme that:A kind of concrete antifreezer, by following parts by weight Component composition:15~20 parts of high performance water reducing agent of polyocarboxy acid, 5~10 parts of sodium metnylene bis-naphthalene sulfonate, polyacrylamide 2~4 Part, 20~30 parts of glycerine, 5~10 parts of calcium nitrate, 6~10 parts of APG, 1~1.5 part of Tea Saponin, sodium gluconate 4~6 Part, 0.3~0.6 part of sodium abietate, 0.6~1.2 part of neopelex, 0.5~0.8 part of isooctanol polyethoxylate, 0.2~0.4 part of NPE, 50~70 parts of water.
It is preferred that, described concrete antifreezer is made up of the component of following parts by weight:High performance water reducing agent of polyocarboxy acid 18 Part, 7 parts of sodium metnylene bis-naphthalene sulfonate, 3 parts of polyacrylamide, 25 parts of glycerine, 8 parts of calcium nitrate, 9 parts of APG, Tea Saponin 1.2 parts, 5 parts of sodium gluconate, 0.5 part of sodium abietate, 1 part of neopelex, 0.6 part of isooctanol polyethoxylate, 0.3 part of NPE, 60 parts of water.
It is preferred that, described concrete antifreezer is made up of the component of following parts by weight:High performance water reducing agent of polyocarboxy acid 15 Part, 5 parts of sodium metnylene bis-naphthalene sulfonate, 2 parts of polyacrylamide, 20 parts of glycerine, 5 parts of calcium nitrate, 6 parts of APG, Tea Saponin 1 Part, 4 parts of sodium gluconate, 0.3 part of sodium abietate, 0.6 part of neopelex, 0.5 part of isooctanol polyethoxylate, nonyl 0.2 part of base phenol polyethenoxy ether, 50 parts of water.
It is preferred that, described concrete antifreezer is made up of the component of following parts by weight:High performance water reducing agent of polyocarboxy acid 20 Part, 10 parts of sodium metnylene bis-naphthalene sulfonate, 4 parts of polyacrylamide, 30 parts of glycerine, 10 parts of calcium nitrate, 10 parts of APG, tea soap 1.5 parts of element, 6 parts of sodium gluconate, 0.6 part of sodium abietate, 1.2 parts of neopelex, isooctanol polyethoxylate 0.8 Part, 0.4 part of NPE, 70 parts of water.
Present invention also offers the preparation method of above-mentioned concrete antifreezer, it is concretely comprised the following steps:Each original is weighed by metering Material, then puts into each raw material weighed in reactor, in being stirred 2~3 hours at 40-60 DEG C, is subsequently cooled to room temperature, i.e., .
The present invention can reduce the freezing point of liquid phase by adding calcium nitrate, while can be promoted by the nucleation of calcium ion Enter hydrated product crystallization, so as to accelerate hydrated reaction of cement;
The present invention is by adding APG, it is possible to increase the stability of antifreezing agent, moreover it is possible to improve early age strength of concrete, Improve the mobility of concrete;
The present invention passes through the introducing of bleed component, energy by adding Tea Saponin, sodium abietate, isooctanol polyethoxylate A large amount of small uniform bubbles are formed in concrete, slurry volume and concrete deformation ability can be increased, concrete is improved Service behaviour, reduce concrete frost heave stress;
The present invention can increase the plasticity and intensity of concrete by adding sodium gluconate;
The present invention is conducive to diminishing agent molecule to be adsorbed on cement granules by adding NPE.
The beneficial effects of the invention are as follows:
1st, concrete antifreezer is joint product, concrete can be obviously improved on the basis of early strength is improved and easy Property, volume is total rubber 2-5%;
2nd, concrete antifreezer is that, without chlorine antifreezing agent, will not produce steel bar corrosion;
3rd, alkali-free, without ammonia release, environmentally safe harm;
4th, the freezing point of concrete mix can be significantly reduced, concrete can be kept not frozen at -20 DEG C.
Embodiment
The present invention is described in further detail with reference to specific embodiment.
Embodiment 1
A kind of concrete antifreezer, is made up of the component of following parts by weight:18 parts of high performance water reducing agent of polyocarboxy acid, methylene 7 parts of sodium dinaphthalenesulfonate, 3 parts of polyacrylamide, 25 parts of glycerine, 8 parts of calcium nitrate, 9 parts of APG, 1.2 parts of Tea Saponin, grape 5 parts of sodium saccharate, 0.5 part of sodium abietate, 1 part of neopelex, 0.6 part of isooctanol polyethoxylate, polyoxyethylene nonyl phenyl 0.3 part of vinethene, 60 parts of water.
The preparation method of above-mentioned concrete antifreezer, it is concretely comprised the following steps:By metering each raw material is weighed, then will weighed In each raw material input reactor, in being stirred 2~3 hours at 40-60 DEG C, room temperature is subsequently cooled to, is produced.
Embodiment 2
A kind of concrete antifreezer, is made up of the component of following parts by weight:15 parts of high performance water reducing agent of polyocarboxy acid, methylene 5 parts of sodium dinaphthalenesulfonate, 2 parts of polyacrylamide, 20 parts of glycerine, 5 parts of calcium nitrate, 6 parts of APG, 1 part of Tea Saponin, glucose Sour 4 parts of sodium, 0.3 part of sodium abietate, 0.6 part of neopelex, 0.5 part of isooctanol polyethoxylate, polyoxyethylene nonyl phenyl 0.2 part of vinethene, 50 parts of water.
Its preparation method be the same as Example 1.
Embodiment 3
A kind of concrete antifreezer, is made up of the component of following parts by weight:20 parts of high performance water reducing agent of polyocarboxy acid, methylene 10 parts of sodium dinaphthalenesulfonate, 4 parts of polyacrylamide, 30 parts of glycerine, 10 parts of calcium nitrate, 10 parts of APG, 1.5 parts of Tea Saponin, 6 parts of sodium gluconate, 0.6 part of sodium abietate, 1.2 parts of neopelex, 0.8 part of isooctanol polyethoxylate, nonyl 0.4 part of phenol polyethenoxy ether, 70 parts of water.
Its preparation method be the same as Example 1.
The antifreezing agent of embodiment 1~3 is subjected to performance test, 1 is the results are shown in Table.
The antifreezing agent the performance test results of table 1
As can be seen from Table 1, the negative temperature conservation intensity of 7 days (- 7 days compressive strength rates) of the present invention reaches 28 days maintenance criterias More than 17%, negative temperature conservation switchs to standard curing 28 days intensity (- 7+28 days compressive strength rates) after 7 days reaches standard curing More than 120%, concrete service life is more durable, is a kind of high performance concrete antifreezing agent, is widely portable to the northern winter The reinforced concrete structure of season construction.

Claims (5)

1. a kind of concrete antifreezer, it is characterised in that be made up of the component of following parts by weight:High performance water reducing agent of polyocarboxy acid 15 ~20 parts, 5~10 parts of sodium metnylene bis-naphthalene sulfonate, 2~4 parts of polyacrylamide, 20~30 parts of glycerine, 5~10 parts of calcium nitrate, 6~10 parts of APG, 1~1.5 part of Tea Saponin, 4~6 parts of sodium gluconate, 0.3~0.6 part of sodium abietate, detergent alkylate 0.6~1.2 part of sodium sulfonate, 0.5~0.8 part of isooctanol polyethoxylate, 0.2~0.4 part of NPE, water 50~ 70 parts.
2. a kind of concrete antifreezer according to claim 1, it is characterised in that be made up of the component of following parts by weight: 18 parts of high performance water reducing agent of polyocarboxy acid, 7 parts of sodium metnylene bis-naphthalene sulfonate, 3 parts of polyacrylamide, 25 parts of glycerine, calcium nitrate 8 It is part, 9 parts of APG, 1.2 parts of Tea Saponin, 5 parts of sodium gluconate, 0.5 part of sodium abietate, 1 part of neopelex, different 0.6 part of octanol APEO, 0.3 part of NPE, 60 parts of water.
3. a kind of concrete antifreezer according to claim 1, it is characterised in that be made up of the component of following parts by weight: 15 parts of high performance water reducing agent of polyocarboxy acid, 5 parts of sodium metnylene bis-naphthalene sulfonate, 2 parts of polyacrylamide, 20 parts of glycerine, calcium nitrate 5 It is part, 6 parts of APG, 1 part of Tea Saponin, 4 parts of sodium gluconate, 0.3 part of sodium abietate, 0.6 part of neopelex, different 0.5 part of octanol APEO, 0.2 part of NPE, 50 parts of water.
4. a kind of concrete antifreezer according to claim 1, it is characterised in that be made up of the component of following parts by weight: 20 parts of high performance water reducing agent of polyocarboxy acid, 10 parts of sodium metnylene bis-naphthalene sulfonate, 4 parts of polyacrylamide, 30 parts of glycerine, calcium nitrate 10 Part, 10 parts of APG, 1.5 parts of Tea Saponin, 6 parts of sodium gluconate, 0.6 part of sodium abietate, neopelex 1.2 Part, 0.8 part of isooctanol polyethoxylate, 0.4 part of NPE, 70 parts of water.
5. a kind of preparation method of the concrete antifreezer described in any one of claim 1-4, it is characterised in that its specific steps For:Weigh each raw material by metering, then by each raw material weighed put into reactor in, at 40-60 DEG C stir 2~3 hours, so After be cooled to room temperature, produce.
CN201710520652.1A 2017-06-30 2017-06-30 A kind of concrete antifreezer Pending CN107235652A (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
CN201710520652.1A CN107235652A (en) 2017-06-30 2017-06-30 A kind of concrete antifreezer

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CN107235652A true CN107235652A (en) 2017-10-10

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108516753A (en) * 2018-06-25 2018-09-11 武汉德毅环保新材料有限公司 A kind of additives for Dry-Mixed Mortar and dry-mixed mortar and preparation method
CN108585606A (en) * 2018-03-31 2018-09-28 芜湖扬展新材料科技服务有限公司 A kind of no chlorine is without ammonia anti-freezing agent for concretes and preparation method thereof
CN108751778A (en) * 2018-04-25 2018-11-06 临泉县凯晟建筑工程有限公司 A kind of concrete dedicated high performance type antifreezing agent
CN109503021A (en) * 2018-12-20 2019-03-22 石家庄市筑鑫混凝土有限公司 A kind of concrete antifreezer and preparation method thereof
CN111560103A (en) * 2020-06-21 2020-08-21 陕西精诚建材有限责任公司 Preparation method of high slump loss resistant polycarboxylate superplasticizer
CN112897951A (en) * 2021-02-04 2021-06-04 成都精准混凝土有限公司 Concrete with volume weight of more than 5000kg per cubic meter and preparation method thereof
CN115286321A (en) * 2022-08-21 2022-11-04 广东派安建材有限公司 C35 radiation-proof concrete and preparation method thereof
CN116063024A (en) * 2022-12-28 2023-05-05 贵州石博士科技股份有限公司 Novel concrete antifreezer and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102674747A (en) * 2012-05-16 2012-09-19 阳泉昌达混凝土搅拌站 Liquid concrete anti-freezing agent
CN104261717A (en) * 2014-09-15 2015-01-07 付饶 Anti-freezing agent for concrete
CN104844055A (en) * 2015-04-30 2015-08-19 马健 Concrete anti-freezing agent
CN106220027A (en) * 2016-07-25 2016-12-14 江苏省苏中建设集团股份有限公司 A kind of concrete antifreezer and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102674747A (en) * 2012-05-16 2012-09-19 阳泉昌达混凝土搅拌站 Liquid concrete anti-freezing agent
CN104261717A (en) * 2014-09-15 2015-01-07 付饶 Anti-freezing agent for concrete
CN104844055A (en) * 2015-04-30 2015-08-19 马健 Concrete anti-freezing agent
CN106220027A (en) * 2016-07-25 2016-12-14 江苏省苏中建设集团股份有限公司 A kind of concrete antifreezer and preparation method thereof

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108585606A (en) * 2018-03-31 2018-09-28 芜湖扬展新材料科技服务有限公司 A kind of no chlorine is without ammonia anti-freezing agent for concretes and preparation method thereof
CN108751778A (en) * 2018-04-25 2018-11-06 临泉县凯晟建筑工程有限公司 A kind of concrete dedicated high performance type antifreezing agent
CN108516753A (en) * 2018-06-25 2018-09-11 武汉德毅环保新材料有限公司 A kind of additives for Dry-Mixed Mortar and dry-mixed mortar and preparation method
CN109503021A (en) * 2018-12-20 2019-03-22 石家庄市筑鑫混凝土有限公司 A kind of concrete antifreezer and preparation method thereof
CN109503021B (en) * 2018-12-20 2021-03-05 石家庄市筑鑫混凝土有限公司 Concrete antifreezing agent and preparation method thereof
CN111560103A (en) * 2020-06-21 2020-08-21 陕西精诚建材有限责任公司 Preparation method of high slump loss resistant polycarboxylate superplasticizer
CN112897951A (en) * 2021-02-04 2021-06-04 成都精准混凝土有限公司 Concrete with volume weight of more than 5000kg per cubic meter and preparation method thereof
CN115286321A (en) * 2022-08-21 2022-11-04 广东派安建材有限公司 C35 radiation-proof concrete and preparation method thereof
CN116063024A (en) * 2022-12-28 2023-05-05 贵州石博士科技股份有限公司 Novel concrete antifreezer and preparation method thereof
CN116063024B (en) * 2022-12-28 2024-03-01 贵州石博士科技股份有限公司 Concrete antifreezer and preparation method thereof

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Application publication date: 20171010