CN104386985A - High-strength frost-resistant concrete - Google Patents

High-strength frost-resistant concrete Download PDF

Info

Publication number
CN104386985A
CN104386985A CN201410635443.8A CN201410635443A CN104386985A CN 104386985 A CN104386985 A CN 104386985A CN 201410635443 A CN201410635443 A CN 201410635443A CN 104386985 A CN104386985 A CN 104386985A
Authority
CN
China
Prior art keywords
parts
weight
weight part
water
resistant concrete
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
CN201410635443.8A
Other languages
Chinese (zh)
Inventor
倪友
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.)
WUWEI HENGJI COMMERCIAL CONCRETE Co Ltd
Original Assignee
WUWEI HENGJI COMMERCIAL CONCRETE 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 WUWEI HENGJI COMMERCIAL CONCRETE Co Ltd filed Critical WUWEI HENGJI COMMERCIAL CONCRETE Co Ltd
Priority to CN201410635443.8A priority Critical patent/CN104386985A/en
Publication of CN104386985A publication Critical patent/CN104386985A/en
Pending legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses high-strength frost-resistant concrete which comprises the following components in parts by weight: 150-300 parts of ordinary Portland cement, 200-450 parts of sea sand, 400-700 parts of gravel, 80-120 parts of water, 20-60 parts of silicon powder, 20-50 parts of natural zeolite, 10-20 parts of limestone powder, 2-5 parts of polyoxyethylene resin, 5-20 parts of polypropylene staple fiber, 3-15 parts of polyvinyl alcohol fiber, 0.5-1.2 parts of glycerol, 0.5-1.3 parts of dipropyl glycol, 5-10 parts of talcum powder, 0.3-1 part of corrosion inhibitor, 0.2-0.5 part of sodium benzoate, 0.2-0.5 part of polyacrylamide, 0.5-1.2 parts of hydroxyethyl cellulose ether, 5-8 parts of antifreezing agent and 3-6 parts of water reducer. The high-strength frost-resistant concrete disclosed by the invention has high strength, favorable frost resistance and long service life.

Description

A kind of high strength frost-resistant concrete
Technical field
The present invention relates to technical field of concrete, particularly relate to a kind of high strength frost-resistant concrete.
Background technology
Along with the quickening of industrial development and urbanization process, concrete also becomes the preferred material of the buildings such as road, dam and bridge.Strong concrete has that intensity is high, mobility is large, early strength is high, good endurance and quality are light, the feature of material-saving Be very effective, the work of external advanced country research promotion high-strength concrete has carried out decades, and China's development of high strength is concrete starts late, current concrete intensity can not meet the requirement of society, concrete structure Service Environment is very complicated often in addition, and construction is inevitable in the winter time, current concrete frost resistance can not meet the requirement of society, needs to research and develop further.Therefore develop a kind of high strength freeze proof concrete and vital role is served to construction saving society of China.
Summary of the invention
The present invention proposes a kind of high strength frost-resistant concrete, its intensity is high, and frost resistance is good, long service life.
The present invention proposes a kind of high strength frost-resistant concrete, its raw material comprises following component by weight: ordinary Portland cement 150-300 part, sea sand 200-450 part, rubble 400-700 part, water 80-120 part, silica flour 20-60 part, natural zeolite 20-50 part, limestone powder 10-20 part, peo resin 2-5 part, polypropene staple 5-20 part, polyvinyl alcohol fiber 3-15 part, glycerol 0.5-1.2 part, dipropyl ethylene glycol 0.5-1.3 part, talcum powder 5-10 part, rust inhibitor 0.3-1 part, Sodium Benzoate 0.2-0.5 part, polyacrylamide 0.2-0.5 part, hydroxyethyl ether cellulose 0.5-1.2 part, frostproofer 5-8 part, water reducer 3-6 part,
Wherein, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.3-0.5 weight part, 2-4 weight part, 0.1-0.15 weight part, the Isosorbide-5-Nitrae-butynediol of 0.2-0.5 weight part, the ethanol of 10-15 weight part and 50-70 weight part and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 3-7 weight part, 5-10 weight part, the calcium lignin sulphonate of 2-3 weight part, the sodium lauryl sulphate of 2-3 weight part and 4-9 weight part and forms.
Preferably, its raw material comprises following component by weight: ordinary Portland cement 235-250 part, sea sand 350-410 part, rubble 580-620 part, water 100-105 part, silica flour 45-52 part, natural zeolite 39-42 part, limestone powder 14-18 part, peo resin 3-3.6 part, polypropene staple 12-16 part, polyvinyl alcohol fiber 7-10 part, glycerol 0.8-1.0 part, dipropyl ethylene glycol 0.9-1.1 part, talcum powder 7-9 part, rust inhibitor 0.5-0.63 part, Sodium Benzoate 0.35-0.42 part, polyacrylamide 0.39-0.42 part, hydroxyethyl ether cellulose 0.8-0.92 part, frostproofer 7-7.6 part, water reducer 4-4.7 part.
Preferably, its raw material comprises following component by weight: ordinary Portland cement 242 parts, 400 parts, extra large sand, rubble 595 parts, 103 parts, water, silica flour 49 parts, natural zeolite 39.8 parts, limestone powder 15.6 parts, peo resin 3.2 parts, polypropene staple 14.3 parts, polyvinyl alcohol fiber 8.2 parts, glycerol 0.86 part, dipropyl ethylene glycol 1.06 parts, talcum powder 8.3 parts, rust inhibitor 0.57 part, Sodium Benzoate 0.39 part, polyacrylamide 0.4 part, hydroxyethyl ether cellulose 0.87 part, frostproofer 7.3 parts, water reducer 4.2 parts.
Preferably, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.37-0.43 weight part, 2.6-3.2 weight part, 0.13-0.14 weight part, the Isosorbide-5-Nitrae-butynediol of 0.32-0.41 weight part, the ethanol of 12-12.9 weight part and 59-62 weight part and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 5-5.6 weight part, 8-8.6 weight part, the calcium lignin sulphonate of 2.5-2.8 weight part, the sodium lauryl sulphate of 2.6-2.9 weight part and 6.3-7.2 weight part and forms.
Preferably, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.4 weight part, 3.1 weight parts, 0.14 weight part, the Isosorbide-5-Nitrae-butynediol of 0.38 weight part, the ethanol of 12.5 weight parts and 61 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 5.4 weight parts, 8.2 weight parts, the calcium lignin sulphonate of 2.6 weight parts, the sodium lauryl sulphate of 2.8 weight parts and 7 weight parts and forms.
Preferably, in described silica flour, the content of silicon-dioxide is 92-95wt%.
Preferably, the length of described polypropene staple is 0.5-5mm.
In the present invention, silica flour activity is high, obvious to concrete enhancement, concrete ultimate compression strength can be improved, the increase of silica flour may make concrete viscosity increase, also can strengthen concrete contraction, natural zeolite mixes in concrete and makes hydration reaction evenly and fully, improve concrete intensity and degree of compactness, alkali-aggregate reaction ability is suppressed because of absorption basic ion, alleviate the harm of alkali-gather materials, limestone powder mixes concrete can reduce bleeding, segregation, delay slump loss, with silica flour, natural zeolite coordinates, hydrated cementitious can also be promoted, improve strength of cement, glycerol, dipropyl ethylene glycol coordinate as economization agent, reduce the surface tension of concrete voids water, thus the string stress produced when reducing pore dehydration, increase the viscosity of concrete hollow gap water, enhance the adsorption of water in gelinite and reduce concrete shrinkage value, reducing the increasing adding the concrete shrinkage caused because of silica flour, polyacrylamide, hydroxyethyl ether cellulose coordinate the surface tension that effectively can reduce water with talcum powder, water reducer, make water well can soak cement granules, thus get rid of the air being adsorbed on cement particle surface, make cement granules aquation more complete, accelerate the formation of crystalized cement, generation ionic linkage combines, water reducer wherein can significantly reduce concrete water cement ratio, make the concrete voidage after sclerosis lower, the good dispersity of Water-reducing Admixtures To Cements, the extent of hydration of cement can be improved, improve concrete intensity further, rust inhibitor can make to enter concrete harmful ion and loses or reduce its corrosive power, extend concrete work-ing life, improve extra large sand to concrete corrosive nature simultaneously, coordinate with talcum powder, Sodium Benzoate and peo resin, the effect of releasing agent can also be played, adding of frostproofer improves concrete pumpability when concrete is constructed in the winter time, decrease concrete bleeding and shrinkage value, inhibit the generation of unhealed cracks, the concrete quality of guarantee is played a positive role, in addition, peo resin Heat stability is good, low toxicity, use safety, can improve concrete processing characteristics, accelerating construction progress, improve the bonding force between other material, improve the consistency of each component in concrete, make the collaborative promotion of the performance of each component.
In the present invention, by selecting suitable raw material, control the content of raw material, make the collaborative promotion of the performance of each raw material, the high strength frost-resistant concrete intensity obtained is high, frost resistance good, long service life.
Embodiment
Below in conjunction with specific embodiment, the present invention is described in detail; should understand; embodiment is only for illustration of the present invention, instead of for limiting the present invention, any amendment, equivalent replacement etc. made on basis of the present invention is all in protection scope of the present invention.
In a particular embodiment, high strength frost-resistant concrete of the present invention, in its raw material, the weight part of ordinary Portland cement can be 151, 152.3, 156, 167, 174, 180, 185, 190, 193, 200, 203, 208, 210, 216, 220, 223, 228, 230, 235.9, 239, 246, 258, 263, 267, 270, 274, 278.9, 280, 286, 290, 294.6 parts, the weight part of extra large sand can be 205, 210, 219, 225, 234, 246, 253, 268, 283, 294, 300, 305, 312, 346, 358, 364, 375, 380, 384, 390, 395, 406.5, 415, 423, 438, 447.6 parts, the weight part of rubble can be 405, 418, 423, 435, 446, 458, 467, 478, 485, 494, 500, 506, 512, 523, 536, 546, 558, 567, 578, 589, 594, 600, 603, 612, 623, 635, 648, 659, 667, 674, 685, 694 parts, the weight part of water can be 80.6, 81, 82.3, 83, 84, 85.6, 86, 86.7, 88, 88.9, 90, 90.4, 91, 91.5, 92, 92.6, 93, 93.5, 94, 94.6, 95, 95.8, 97, 98, 98.6, 108.6, 110, 112, 114.6, 117.8, 119.4 parts, the weight part of silica flour can be 20.3, 21, 21.6, 22, 22.5, 23, 23.4, 24, 24.6, 26, 27, 29, 30, 30.5, 34, 35, 38, 39, 39.4, 40, 40.5, 41, 43, 47, 48.9, 50, 50.3, 51, 54, 56, 58.9, 59.4 parts, the weight part of natural zeolite can be 20.3, 22, 24.6, 27, 27.8, 29, 29.4, 30, 30.6, 32, 34, 35.6, 37, 37.9, 38, 39.4, 40.5, 41, 41.6, 43, 43.8, 45, 46, 47.9, 48.5, 49.4 parts, the weight part of limestone powder can be 10.3, 11, 11.5, 12, 12.6, 13, 13.4, 14.5, 15, 15.3, 16, 16.7, 17, 17.8, 18.4, 19, 19.4 parts, the weight part of peo resin can be 2.3, 2.8, 3.4, 3.7, 4, 4.2, 4.6, 4.8, 4.95 parts, the weight part of polypropene staple can be 5.6, 6, 6.3, 7, 7.4, 8, 8.5, 9, 9.4, 10, 10.6, 11, 11.5, 12.6, 13, 13.4, 14, 14.5, 15, 15.6, 16.7, 17, 17.4, 18, 18.9, 19, 19.4 parts, the weight part of polyvinyl alcohol fiber can be 3.6, 4, 4.5, 5, 5.3, 6, 6.7, 7.5, 8, 8.36, 9, 9.5, 10.6, 11, 11.3, 12, 12.4, 13, 13.5, 14, 14.8 parts, the weight part of glycerol can be 0.53, 0.6, 0.64, 0.78, 0.9, 0.94, 1.05, 1.1, 1.16 parts, the weight part of dipropyl ethylene glycol can be 0.56, 0.6, 0.64, 0.7, 0.75, 0.8, 0.86, 0.94, 1.0, 1.05, 1.16, 1.2, 1.23, 1.28 parts, talcous weight part can be 5.2, 5.8, 6, 6.3, 6.8, 7.4, 7.86, 8, 8.7, 9.4, 9.8 parts, the weight part of rust inhibitor can be 0.35, 0.4, 0.46, 0.6, 0.67, 0.8, 0.85, 0.9, 0.93 part, the weight part of Sodium Benzoate can be 0.23, 0.26, 0.28, 0.3, 0.34, 0.38, 0.4, 0.45, 0.47, 0.48, 0.49 part, the weight part of polyacrylamide can be 0.23, 0.3, 0.34, 0.38, 0.46, 0.49 part, the weight part of hydroxyethyl ether cellulose can be 0.56, 0.6, 0.63, 0.7, 0.75, 0.86, 0.9, 0.94, 1.0, 1.03, 1.18 parts, the weight part of frostproofer can be 5.2, 5.6, 5.9, 6, 6.4, 6.58, 6.9, 7.5, 7.89 parts, the weight part of water reducer can be 3.2, 3.8, 3.95, 4.5, 4.68, 4.9, 5, 5.3, 5.7, 5.86, 5.9, 5.94 part.
Embodiment 1
High strength frost-resistant concrete of the present invention, its raw material comprises following component by weight: ordinary Portland cement 150 parts, 450 parts, extra large sand, rubble 400 parts, 120 parts, water, silica flour 20 parts, natural zeolite 50 parts, limestone powder 10 parts, peo resin 5 parts, polypropene staple 5 parts, polyvinyl alcohol fiber 15 parts, glycerol 0.5 part, dipropyl ethylene glycol 1.3 parts, talcum powder 5 parts, rust inhibitor 1 part, Sodium Benzoate 0.2 part, polyacrylamide 0.5 part, hydroxyethyl ether cellulose 0.5 part, frostproofer 8 parts, water reducer 3 parts;
Wherein, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.5 weight part, 2 weight parts, 0.15 weight part, the Isosorbide-5-Nitrae-butynediol of 0.2 weight part, the ethanol of 15 weight parts and 50 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 7 weight parts, 5 weight parts, the calcium lignin sulphonate of 3 weight parts, the sodium lauryl sulphate of 2 weight parts and 9 weight parts and forms.
Embodiment 2
High strength frost-resistant concrete of the present invention, its raw material comprises following component by weight: ordinary Portland cement 300 parts, 200 parts, extra large sand, rubble 700 parts, 80 parts, water, silica flour 60 parts, natural zeolite 20 parts, limestone powder 20 parts, peo resin 2 parts, polypropene staple 20 parts, polyvinyl alcohol fiber 3 parts, glycerol 1.2 parts, dipropyl ethylene glycol 0.5 part, talcum powder 10 parts, rust inhibitor 0.3 part, Sodium Benzoate 0.5 part, polyacrylamide 0.2 part, hydroxyethyl ether cellulose 1.2 parts, frostproofer 5 parts, water reducer 6 parts;
Wherein, in described silica flour, the content of silicon-dioxide is 92wt%;
Described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.3 weight part, 4 weight parts, 0.1 weight part, the Isosorbide-5-Nitrae-butynediol of 0.5 weight part, the ethanol of 10 weight parts and 70 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 3 weight parts, 10 weight parts, the calcium lignin sulphonate of 2 weight parts, the sodium lauryl sulphate of 3 weight parts and 4 weight parts and forms.
Embodiment 3
High strength frost-resistant concrete of the present invention, its raw material comprises following component by weight: ordinary Portland cement 280 parts, 300 parts, the sand in sea, rubble 467 parts, 92.6 parts, water, silica flour 24.6 parts, natural zeolite 38 parts, limestone powder 17.8 parts, peo resin 4.6 parts, polypropene staple 10.6 parts, polyvinyl alcohol fiber 11.3 parts, glycerol 1.1 parts, dipropyl ethylene glycol 0.94 part, talcum powder 7.86 parts, rust inhibitor 0.67 part, Sodium Benzoate 0.38 part, polyacrylamide 0.46 part, hydroxyethyl ether cellulose 0.94 part, frostproofer 6.9 parts, water reducer 5.86 parts,
Wherein, in described silica flour, the content of silicon-dioxide is 95wt%;
Described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.35 weight part, 2.7 weight parts, 0.12 weight part, the Isosorbide-5-Nitrae-butynediol of 0.29 weight part, the ethanol of 14 weight parts and 58 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 3.9 weight parts, 8.6 weight parts, the calcium lignin sulphonate of 2.9 weight parts, the sodium lauryl sulphate of 2.2 weight parts and 6.3 weight parts and forms.
Embodiment 4
High strength frost-resistant concrete of the present invention, its raw material comprises following component by weight: ordinary Portland cement 242 parts, 400 parts, the sand in sea, rubble 595 parts, 103 parts, water, silica flour 49 parts, natural zeolite 39.8 parts, limestone powder 15.6 parts, peo resin 3.2 parts, polypropene staple 14.3 parts, polyvinyl alcohol fiber 8.2 parts, glycerol 0.86 part, dipropyl ethylene glycol 1.06 parts, talcum powder 8.3 parts, rust inhibitor 0.57 part, Sodium Benzoate 0.39 part, polyacrylamide 0.4 part, hydroxyethyl ether cellulose 0.87 part, frostproofer 7.3 parts, water reducer 4.2 parts,
Wherein, in described silica flour, the content of silicon-dioxide is 93wt%; The length of described polypropene staple is 0.5-5mm; Described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.4 weight part, 3.1 weight parts, 0.14 weight part, the Isosorbide-5-Nitrae-butynediol of 0.38 weight part, the ethanol of 12.5 weight parts and 61 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 5.4 weight parts, 8.2 weight parts, the calcium lignin sulphonate of 2.6 weight parts, the sodium lauryl sulphate of 2.8 weight parts and 7 weight parts and forms.
The above; be only the present invention's preferably embodiment; but protection scope of the present invention is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; be equal to according to technical scheme of the present invention and inventive concept thereof and replace or change, all should be encompassed within protection scope of the present invention.

Claims (7)

1. a high strength frost-resistant concrete, it is characterized in that, its raw material comprises following component by weight: ordinary Portland cement 150-300 part, sea sand 200-450 part, rubble 400-700 part, water 80-120 part, silica flour 20-60 part, natural zeolite 20-50 part, limestone powder 10-20 part, peo resin 2-5 part, polypropene staple 5-20 part, polyvinyl alcohol fiber 3-15 part, glycerol 0.5-1.2 part, dipropyl ethylene glycol 0.5-1.3 part, talcum powder 5-10 part, rust inhibitor 0.3-1 part, Sodium Benzoate 0.2-0.5 part, polyacrylamide 0.2-0.5 part, hydroxyethyl ether cellulose 0.5-1.2 part, frostproofer 5-8 part, water reducer 3-6 part,
Wherein, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.3-0.5 weight part, 2-4 weight part, 0.1-0.15 weight part, the Isosorbide-5-Nitrae-butynediol of 0.2-0.5 weight part, the ethanol of 10-15 weight part and 50-70 weight part and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 3-7 weight part, 5-10 weight part, the calcium lignin sulphonate of 2-3 weight part, the sodium lauryl sulphate of 2-3 weight part and 4-9 weight part and forms.
2. high strength frost-resistant concrete according to claim 1, it is characterized in that, its raw material comprises following component by weight: ordinary Portland cement 235-250 part, sea sand 350-410 part, rubble 580-620 part, water 100-105 part, silica flour 45-52 part, natural zeolite 39-42 part, limestone powder 14-18 part, peo resin 3-3.6 part, polypropene staple 12-16 part, polyvinyl alcohol fiber 7-10 part, glycerol 0.8-1.0 part, dipropyl ethylene glycol 0.9-1.1 part, talcum powder 7-9 part, rust inhibitor 0.5-0.63 part, Sodium Benzoate 0.35-0.42 part, polyacrylamide 0.39-0.42 part, hydroxyethyl ether cellulose 0.8-0.92 part, frostproofer 7-7.6 part, water reducer 4-4.7 part.
3. high strength frost-resistant concrete according to claim 1 or 2, it is characterized in that, its raw material comprises following component by weight: ordinary Portland cement 242 parts, 400 parts, the sand in sea, rubble 595 parts, 103 parts, water, silica flour 49 parts, natural zeolite 39.8 parts, limestone powder 15.6 parts, peo resin 3.2 parts, polypropene staple 14.3 parts, polyvinyl alcohol fiber 8.2 parts, glycerol 0.86 part, dipropyl ethylene glycol 1.06 parts, talcum powder 8.3 parts, rust inhibitor 0.57 part, Sodium Benzoate 0.39 part, polyacrylamide 0.4 part, hydroxyethyl ether cellulose 0.87 part, frostproofer 7.3 parts, water reducer 4.2 parts.
4. high strength frost-resistant concrete according to any one of claim 1-3, it is characterized in that, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.37-0.43 weight part, 2.6-3.2 weight part, 0.13-0.14 weight part, the Isosorbide-5-Nitrae-butynediol of 0.32-0.41 weight part, the ethanol of 12-12.9 weight part and 59-62 weight part and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 5-5.6 weight part, 8-8.6 weight part, the calcium lignin sulphonate of 2.5-2.8 weight part, the sodium lauryl sulphate of 2.6-2.9 weight part and 6.3-7.2 weight part and forms.
5. high strength frost-resistant concrete according to any one of claim 1-4, it is characterized in that, described rust inhibitor is mixed by the water stirring and dissolving of the Allyl thiourea of the diethylenetriamine of the Sodium orthomolybdate of 0.4 weight part, 3.1 weight parts, 0.14 weight part, the Isosorbide-5-Nitrae-butynediol of 0.38 weight part, the ethanol of 12.5 weight parts and 61 weight parts and forms; Described frostproofer is uniformly mixed by the dihydrate gypsum of the calcium nitrite of the anhydrous sodium sulphate of 5.4 weight parts, 8.2 weight parts, the calcium lignin sulphonate of 2.6 weight parts, the sodium lauryl sulphate of 2.8 weight parts and 7 weight parts and forms.
6. high strength frost-resistant concrete according to any one of claim 1-5, is characterized in that, in described silica flour, the content of silicon-dioxide is 92-95wt%.
7. high strength frost-resistant concrete according to any one of claim 1-6, is characterized in that, the length of described polypropene staple is 0.5-5mm.
CN201410635443.8A 2014-11-12 2014-11-12 High-strength frost-resistant concrete Pending CN104386985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410635443.8A CN104386985A (en) 2014-11-12 2014-11-12 High-strength frost-resistant concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410635443.8A CN104386985A (en) 2014-11-12 2014-11-12 High-strength frost-resistant concrete

Publications (1)

Publication Number Publication Date
CN104386985A true CN104386985A (en) 2015-03-04

Family

ID=52604966

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410635443.8A Pending CN104386985A (en) 2014-11-12 2014-11-12 High-strength frost-resistant concrete

Country Status (1)

Country Link
CN (1) CN104386985A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104876488A (en) * 2015-05-18 2015-09-02 苏州中联新航混凝土有限公司 High-strength anti-corrosion concrete
CN105152577A (en) * 2015-09-24 2015-12-16 滁州京安工贸有限责任公司 Chloride-free ammonia-free environment-friendly type concrete antifreezing agent
CN106145845A (en) * 2016-07-01 2016-11-23 卓达新材料科技集团威海股份有限公司 A kind of novel energy-saving construction material
CN106365556A (en) * 2016-08-29 2017-02-01 蚌埠市宝运商品混凝土有限公司 Anti-permeability anti-corrosion concrete
CN106380140A (en) * 2016-08-29 2017-02-08 蚌埠市宝运商品混凝土有限公司 Impermeable frost-resistant concrete
CN107324709A (en) * 2017-07-13 2017-11-07 山东省水利科学研究院 A kind of canal lining frost thawing resistance concrete of non-research work of air entrained type
CN111003981A (en) * 2019-12-03 2020-04-14 青岛兴业商砼有限公司 High-strength anti-permeability anti-freezing concrete and preparation method thereof
CN112430048A (en) * 2020-10-15 2021-03-02 江苏永固混凝土有限公司 Preparation process of high-strength concrete
CN113266099A (en) * 2021-05-24 2021-08-17 济南东铁轨道交通建材有限公司 Modified concrete and large-span floor slab
CN113372066A (en) * 2021-06-25 2021-09-10 天津金隅混凝土有限公司 High-durability concrete in high-salt service state and preparation method thereof
CN113620668A (en) * 2021-09-06 2021-11-09 深圳市永恒业混凝土有限公司 Recycled aggregate concrete and preparation method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1872770A (en) * 2006-05-23 2006-12-06 邢士波 Antirust for reinforced concrete
CN102515646A (en) * 2011-12-15 2012-06-27 中建三局建设工程股份有限公司 Antifreeze anticorrosion durable concrete and preparation method thereof
CN103145386A (en) * 2013-02-04 2013-06-12 天津二十冶建设有限公司 Antifreeze and impervious pumpcrete compound
CN103496906A (en) * 2013-09-29 2014-01-08 张家港市山牧新材料技术开发有限公司 Compound antifreeze concrete and preparation method thereof
CN103496907A (en) * 2013-09-29 2014-01-08 张家港市山牧新材料技术开发有限公司 Ultralow-temperature anti-freezing concrete and preparation method thereof
CN103613330A (en) * 2013-09-29 2014-03-05 张家港市山牧新材料技术开发有限公司 Harmless anti-freezing concrete and preparation method thereof
CN104030624A (en) * 2014-06-10 2014-09-10 安徽凯越电力杆塔有限公司 Waterproof concrete and preparation method thereof
CN104072041A (en) * 2014-06-27 2014-10-01 长安大学 Impermeable anti-cracking concrete

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1872770A (en) * 2006-05-23 2006-12-06 邢士波 Antirust for reinforced concrete
CN102515646A (en) * 2011-12-15 2012-06-27 中建三局建设工程股份有限公司 Antifreeze anticorrosion durable concrete and preparation method thereof
CN103145386A (en) * 2013-02-04 2013-06-12 天津二十冶建设有限公司 Antifreeze and impervious pumpcrete compound
CN103496906A (en) * 2013-09-29 2014-01-08 张家港市山牧新材料技术开发有限公司 Compound antifreeze concrete and preparation method thereof
CN103496907A (en) * 2013-09-29 2014-01-08 张家港市山牧新材料技术开发有限公司 Ultralow-temperature anti-freezing concrete and preparation method thereof
CN103613330A (en) * 2013-09-29 2014-03-05 张家港市山牧新材料技术开发有限公司 Harmless anti-freezing concrete and preparation method thereof
CN104030624A (en) * 2014-06-10 2014-09-10 安徽凯越电力杆塔有限公司 Waterproof concrete and preparation method thereof
CN104072041A (en) * 2014-06-27 2014-10-01 长安大学 Impermeable anti-cracking concrete

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104876488A (en) * 2015-05-18 2015-09-02 苏州中联新航混凝土有限公司 High-strength anti-corrosion concrete
CN105152577A (en) * 2015-09-24 2015-12-16 滁州京安工贸有限责任公司 Chloride-free ammonia-free environment-friendly type concrete antifreezing agent
CN106145845A (en) * 2016-07-01 2016-11-23 卓达新材料科技集团威海股份有限公司 A kind of novel energy-saving construction material
CN106365556A (en) * 2016-08-29 2017-02-01 蚌埠市宝运商品混凝土有限公司 Anti-permeability anti-corrosion concrete
CN106380140A (en) * 2016-08-29 2017-02-08 蚌埠市宝运商品混凝土有限公司 Impermeable frost-resistant concrete
CN107324709B (en) * 2017-07-13 2020-04-14 山东省水利科学研究院 Non-air-entraining channel lining freeze-thaw-resistant concrete
CN107324709A (en) * 2017-07-13 2017-11-07 山东省水利科学研究院 A kind of canal lining frost thawing resistance concrete of non-research work of air entrained type
CN111003981A (en) * 2019-12-03 2020-04-14 青岛兴业商砼有限公司 High-strength anti-permeability anti-freezing concrete and preparation method thereof
CN111003981B (en) * 2019-12-03 2021-07-30 青岛兴业商砼有限公司 High-strength anti-permeability anti-freezing concrete and preparation method thereof
CN112430048A (en) * 2020-10-15 2021-03-02 江苏永固混凝土有限公司 Preparation process of high-strength concrete
CN113266099A (en) * 2021-05-24 2021-08-17 济南东铁轨道交通建材有限公司 Modified concrete and large-span floor slab
CN113372066A (en) * 2021-06-25 2021-09-10 天津金隅混凝土有限公司 High-durability concrete in high-salt service state and preparation method thereof
CN113372066B (en) * 2021-06-25 2022-08-05 天津金隅混凝土有限公司 High-durability concrete in high-salt service state and preparation method thereof
CN113620668A (en) * 2021-09-06 2021-11-09 深圳市永恒业混凝土有限公司 Recycled aggregate concrete and preparation method thereof

Similar Documents

Publication Publication Date Title
CN104386985A (en) High-strength frost-resistant concrete
KR101720504B1 (en) A high early strength cement concrete composition having the improved durability for road pavement and a repairing method of road pavement using the same
CN103058619B (en) Mineral powder-doped polymer waterproof mortar and using method thereof
CN103265253B (en) High-performance grouting material for prefabricated building construction, and preparation method thereof
CN103803918A (en) Porcelain powder waste mixed cement-based tiny-expansion crack repairing mortar and using method thereof
CN104108918A (en) High performance cement-base self-leveling mortar
CN104108917A (en) Low-alkalinity tile glue
CN104649631A (en) Cement-based adhesive
CN101781918A (en) Insulation block and method of using thermal insulation mortar to prepare insulation block
KR101373754B1 (en) Sprayable geopolymer repair mortar formulation using lithium chloride and colemanite for concrete repair
CN103693888B (en) A kind of take wilkinite as water-retaining admixture and the preparation method of main raw material
CN112851191B (en) Compact anti-cracking waterproof agent for inhibiting early cracking of concrete and preparation method thereof
CN103664110A (en) Cement adhesive for insulator
KR101598073B1 (en) View Stone Panel using Recycling Material
CN108751784B (en) Special reinforcing agent for premixed pervious concrete and preparation method thereof
CN105198318A (en) Thin-layer masonry mortar for autoclaved aerated concrete
CN108863265A (en) A kind of light cellular partition board gypsum based composite
CN113998975A (en) Gypsum-based ceramic tile cementing material and preparation method thereof
CN102701705B (en) Light high-strength masonry material for thin mortar joints and preparation method thereof
CN108164207A (en) A kind of new concrete
CN109650771B (en) Shrinkage-reducing anti-cracking reinforcing agent, C50 machine-made sand concrete and preparation method
CN106882943A (en) A kind of strength cement-based grouting material suitable for chlorion hyposmosis
CN104944857A (en) Waterproof concrete
CN112777960A (en) High-durability liquid alkali-free accelerator and preparation method thereof
RU2439016C1 (en) Complex additive for modifying gypsum binding materials

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20150304

RJ01 Rejection of invention patent application after publication