CN109053095A - A kind of enhanced frost-resistant concrete of modified graphene - Google Patents

A kind of enhanced frost-resistant concrete of modified graphene Download PDF

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Publication number
CN109053095A
CN109053095A CN201811239154.0A CN201811239154A CN109053095A CN 109053095 A CN109053095 A CN 109053095A CN 201811239154 A CN201811239154 A CN 201811239154A CN 109053095 A CN109053095 A CN 109053095A
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modified graphene
graphene
oil shale
resistant concrete
organic solvent
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CN201811239154.0A
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Chinese (zh)
Inventor
郭平
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Hanshan County Leader Innovative Materials Technology Co Ltd
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Hanshan County Leader Innovative Materials Technology Co Ltd
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Priority to CN201811239154.0A priority Critical patent/CN109053095A/en
Publication of CN109053095A publication Critical patent/CN109053095A/en
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • 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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/022Carbon
    • C04B14/024Graphite
    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/12Waste materials; Refuse from quarries, mining or the like
    • C04B18/125Slate residues, e.g. colliery shale or oil shale or oil shale ash
    • 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
    • C04B2111/20Resistance against chemical, physical or biological attack
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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

Abstract

The invention discloses a kind of enhanced frost-resistant concretes of modified graphene, are related to building materials technology field, the compound intercalation oil shale of the modified graphene containing its quality 8-12% in the enhanced frost-resistant concrete of modified graphene;Concrete prepared by the present invention has excellent anti-freezing property.

Description

A kind of enhanced frost-resistant concrete of modified graphene
Technical field
The invention belongs to building materials technology fields, and in particular to a kind of enhanced frost-resistant concrete of modified graphene.
Background technique
Temperature in north cold area, winter is very low, usually reaches subzero 20 degrees Celsius, and even up to subzero 45 Ten degrees Celsius.In such place, for the resistance to frost of architectural engineering, more stringent requirements are proposed, especially for highway, On the one hand bridge etc., concrete need long-term tolerance ultralow temperature to be on the other hand subjected to the test of multigelation.In order to full The requirement of sufficient this respect, the industry propose the concept and requirement of frost-resistant concrete, and frost-resistant concrete refers to Structural Design Requirement Concrete has the long-term endurance quality for resisting Frozen-thawed cycled, that is, meets the freeze proof rank of structure design code.Currently, concrete Frost resistance is general, is unable to satisfy the demand in market.
Summary of the invention
The purpose of the present invention is being directed to existing problem, a kind of enhanced frost-resistant concrete of modified graphene is provided.
The present invention is achieved by the following technical solutions:
A kind of modified graphene enhanced frost-resistant concrete contains its quality in the enhanced frost-resistant concrete of modified graphene The compound intercalation oil shale of the modified graphene of 8-12%.
Further, the compound intercalation oil shale preparation method of the modified graphene the following steps are included:
(1) modified graphene: graphene uniform is distributed in deionized water, is configured to graphene dispersing solution, to graphene point The sodium hypochlorite that its quality 0.1% is added in dispersion liquid is heated to 65 DEG C, 40min is stirred with 120r/min revolving speed, then again to stone The trimethyl silicane potassium alcoholate of its quality 0.05-0.07% is added in black alkene dispersion liquid, with 500r/min revolving speed stirring 2 hours, is stood old Change 1 hour, then filtered, is cleaned, drying to constant weight to get modified graphene;
(2) the compound intercalation oil shale of modified graphene: being crushed to 300 meshes for oil shale, obtain oil shale powder, by oil shale powder It evenly spreads in organic solvent, silane, sodium hydroxide, deionized water is then added into organic solvent, be heated to 66 DEG C, protect It after temperature is stirred to react 2.5-3 hours, is cooled to room temperature, continues stirring 5 hours, then add triethylamine and modification into organic solvent Graphene adjusts the temperature to 50 DEG C, stirs 40min, then cooled to room temperature, and after revolving removes solvent, use is anhydrous Ethyl alcohol and deionized water are respectively washed 10min, it is dry to constant weight to get.
Further, the graphene dispersing solution mass fraction is 7.8%.
Further, the organic solvent is acetone.
Further, the oil shale powder and organic solvent mixed proportion are 320g:500mL.
Further, the silane, sodium hydroxide, deionized water and organic solvent mixed proportion are 10g:5g: 120mL:500mL.
Further, the silane is trifluoro propyl triethoxy hydrogen silane.
Further, the triethylamine and modified graphene and organic solvent mixed proportion are 1.5g:25g:500mL.
Further, the enhanced frost-resistant concrete of the modified graphene further includes following parts by weight of component: silicate cement Mud 300, flyash 82, sand 650, stone 1100, water 165;The sand fineness is 0.04cm, and stone granularity is 0.1cm.
The utility model has the advantages that the present invention by being adjusted to each Ingredient Amount, passes through the compound intercalation oil shale of modified graphene Addition, reduce creeping for concrete, improve the modified of concrete, improve the workability of concrete mix, increase The strong pumpability of concrete, significantly reduces hydration heat of concrete, thermal expansivity, while can inhibit the temperature difference and the crack that generates, Improve the impermeability and frost resistance of concrete;By being used cooperatively with flyash, sand, stone, each component partial size is utilized Difference realizes filling in concrete gel material, reduces the gap between each component particle, to reduce concrete total pore space Rate improves pore structure, keeps concrete more closely knit, significantly improve the impermeability, corrosion resistance and intensity of concrete, adopt simultaneously With the cooperation of portland cement, there is good hydraulic gelling property;It is unique by the compound intercalation oil shale of modified graphene Architectural characteristic can not only improve concrete density, while concrete being made to have good anti-crack and anti-seepage, while having Dilatancy can compensate for the contraction in course of hardening, reduce the slump, while improving the compression strength of concrete, anti-folding Intensity improves the endurance qualities such as mechanical property and the frost resistance of concrete.
Specific embodiment
Embodiment 1
A kind of modified graphene enhanced frost-resistant concrete contains its quality in the enhanced frost-resistant concrete of modified graphene The compound intercalation oil shale of 8% modified graphene.
Further, the compound intercalation oil shale preparation method of the modified graphene the following steps are included:
(1) modified graphene: graphene uniform is distributed in deionized water, is configured to graphene dispersing solution, to graphene point The sodium hypochlorite that its quality 0.1% is added in dispersion liquid is heated to 65 DEG C, 40min is stirred with 120r/min revolving speed, then again to stone The trimethyl silicane potassium alcoholate of its quality 0.05% is added in black alkene dispersion liquid, and with 500r/min revolving speed stirring 2 hours, it is small to stand aging 1 When, it is then filtered, is cleaned, drying to constant weight to get modified graphene;
(2) the compound intercalation oil shale of modified graphene: being crushed to 300 meshes for oil shale, obtain oil shale powder, by oil shale powder It evenly spreads in organic solvent, silane, sodium hydroxide, deionized water is then added into organic solvent, be heated to 66 DEG C, protect It after temperature is stirred to react 2.5 hours, is cooled to room temperature, continues stirring 5 hours, then add triethylamine and modified stone into organic solvent Black alkene adjusts the temperature to 50 DEG C, stirs 40min, then cooled to room temperature, after revolving removes solvent, using anhydrous second Pure and mild deionized water is respectively washed 10min, it is dry to constant weight to get.
Further, the graphene dispersing solution mass fraction is 7.8%.
Further, the organic solvent is acetone.
Further, the oil shale powder and organic solvent mixed proportion are 320g:500mL.
Further, the silane, sodium hydroxide, deionized water and organic solvent mixed proportion are 10g:5g: 120mL:500mL.
Further, the silane is trifluoro propyl triethoxy hydrogen silane.
Further, the triethylamine and modified graphene and organic solvent mixed proportion are 1.5g:25g:500mL.
Further, the enhanced frost-resistant concrete of the modified graphene further includes following parts by weight of component: silicate cement Mud 300, flyash 82, sand 650, stone 1100, water 165;The sand fineness is 0.04cm, and stone granularity is 0.1cm.
Embodiment 2
A kind of modified graphene enhanced frost-resistant concrete contains its quality in the enhanced frost-resistant concrete of modified graphene The compound intercalation oil shale of 12% modified graphene.
Further, the compound intercalation oil shale preparation method of the modified graphene the following steps are included:
(1) modified graphene: graphene uniform is distributed in deionized water, is configured to graphene dispersing solution, to graphene point The sodium hypochlorite that its quality 0.1% is added in dispersion liquid is heated to 65 DEG C, 40min is stirred with 120r/min revolving speed, then again to stone The trimethyl silicane potassium alcoholate of its quality 0.07% is added in black alkene dispersion liquid, and with 500r/min revolving speed stirring 2 hours, it is small to stand aging 1 When, it is then filtered, is cleaned, drying to constant weight to get modified graphene;
(2) the compound intercalation oil shale of modified graphene: being crushed to 300 meshes for oil shale, obtain oil shale powder, by oil shale powder It evenly spreads in organic solvent, silane, sodium hydroxide, deionized water is then added into organic solvent, be heated to 66 DEG C, protect It after temperature is stirred to react 3 hours, is cooled to room temperature, continues stirring 5 hours, then add triethylamine and modified graphite into organic solvent Alkene adjusts the temperature to 50 DEG C, stirs 40min, then cooled to room temperature, after revolving removes solvent, using dehydrated alcohol Be respectively washed 10min with deionized water, it is dry to constant weight to get.
Further, the graphene dispersing solution mass fraction is 7.8%.
Further, the organic solvent is acetone.
Further, the oil shale powder and organic solvent mixed proportion are 320g:500mL.
Further, the silane, sodium hydroxide, deionized water and organic solvent mixed proportion are 10g:5g: 120mL:500mL.
Further, the silane is trifluoro propyl triethoxy hydrogen silane.
Further, the triethylamine and modified graphene and organic solvent mixed proportion are 1.5g:25g:500mL.
Further, the enhanced frost-resistant concrete of the modified graphene further includes following parts by weight of component: silicate cement Mud 300, flyash 82, sand 650, stone 1100, water 165;The sand fineness is 0.04cm, and stone granularity is 0.1cm.
Embodiment 3
A kind of modified graphene enhanced frost-resistant concrete contains its quality in the enhanced frost-resistant concrete of modified graphene The compound intercalation oil shale of 10% modified graphene.
Further, the compound intercalation oil shale preparation method of the modified graphene the following steps are included:
(1) modified graphene: graphene uniform is distributed in deionized water, is configured to graphene dispersing solution, to graphene point The sodium hypochlorite that its quality 0.1% is added in dispersion liquid is heated to 65 DEG C, 40min is stirred with 120r/min revolving speed, then again to stone The trimethyl silicane potassium alcoholate of its quality 0.06% is added in black alkene dispersion liquid, and with 500r/min revolving speed stirring 2 hours, it is small to stand aging 1 When, it is then filtered, is cleaned, drying to constant weight to get modified graphene;
(2) the compound intercalation oil shale of modified graphene: being crushed to 300 meshes for oil shale, obtain oil shale powder, by oil shale powder It evenly spreads in organic solvent, silane, sodium hydroxide, deionized water is then added into organic solvent, be heated to 66 DEG C, protect It after temperature is stirred to react 2.8 hours, is cooled to room temperature, continues stirring 5 hours, then add triethylamine and modified stone into organic solvent Black alkene adjusts the temperature to 50 DEG C, stirs 40min, then cooled to room temperature, after revolving removes solvent, using anhydrous second Pure and mild deionized water is respectively washed 10min, it is dry to constant weight to get.
Further, the graphene dispersing solution mass fraction is 7.8%.
Further, the organic solvent is acetone.
Further, the oil shale powder and organic solvent mixed proportion are 320g:500mL.
Further, the silane, sodium hydroxide, deionized water and organic solvent mixed proportion are 10g:5g: 120mL:500mL.
Further, the silane is trifluoro propyl triethoxy hydrogen silane.
Further, the triethylamine and modified graphene and organic solvent mixed proportion are 1.5g:25g:500mL.
Further, the enhanced frost-resistant concrete of the modified graphene further includes following parts by weight of component: silicate cement Mud 300, flyash 82, sand 650, stone 1100, water 165;The sand fineness is 0.04cm, and stone granularity is 0.1cm.
Comparative example 1: it is only that with the difference of embodiment 1 and does not add the compound intercalation oil shale of modified graphene.
Comparative example 2: it is only that with the difference of embodiment 1 and the compound intercalation oil shale of modified graphene is replaced with into graphene.
Comparative example 3: it is only that with the difference of embodiment 1 and the compound intercalation oil shale of modified graphene is replaced with into modified graphite Alkene.
Comparative example 4: it is only that with the difference of embodiment 1 and the compound intercalation oil shale of modified graphene is replaced with into oil shale.
Test
To embodiment and comparative example concrete carry out the regulation concrete fast freeze-thaw round-robin method of (GB/T50082-2009) into Row test, concrete outcome is referring to table 1(number of freezing and thawing 200 times):
Table 1
Mass loss rate % Loss of strength rate %
Embodiment mean value 1.05 4.57
Comparative example 1 7.32 25.56
Comparative example 2 4.29 18.41
Comparative example 3 4.01 16.68
Comparative example 4 5.12 20.37
As can be seen from Table 1, concrete prepared by the present invention has excellent anti-freezing property.

Claims (9)

1. a kind of enhanced frost-resistant concrete of modified graphene, which is characterized in that the enhanced freeze proof coagulation of modified graphene The compound intercalation oil shale of modified graphene containing its quality 8-12% in soil.
2. a kind of enhanced frost-resistant concrete of modified graphene as described in claim 1, which is characterized in that the modified graphite The compound intercalation oil shale preparation method of alkene the following steps are included:
(1) modified graphene: graphene uniform is distributed in deionized water, is configured to graphene dispersing solution, to graphene point The sodium hypochlorite that its quality 0.1% is added in dispersion liquid is heated to 65 DEG C, 40min is stirred with 120r/min revolving speed, then again to stone The trimethyl silicane potassium alcoholate of its quality 0.05-0.07% is added in black alkene dispersion liquid, with 500r/min revolving speed stirring 2 hours, is stood old Change 1 hour, then filtered, is cleaned, drying to constant weight to get modified graphene;
(2) the compound intercalation oil shale of modified graphene: being crushed to 300 meshes for oil shale, obtain oil shale powder, by oil shale powder It evenly spreads in organic solvent, silane, sodium hydroxide, deionized water is then added into organic solvent, be heated to 66 DEG C, protect It after temperature is stirred to react 2.5-3 hours, is cooled to room temperature, continues stirring 5 hours, then add triethylamine and modification into organic solvent Graphene adjusts the temperature to 50 DEG C, stirs 40min, then cooled to room temperature, and after revolving removes solvent, use is anhydrous Ethyl alcohol and deionized water are respectively washed 10min, it is dry to constant weight to get.
3. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 2, which is characterized in that the graphene point Dispersion liquid mass fraction is 7.8%.
4. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 2, which is characterized in that the organic solvent For acetone.
5. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 2, which is characterized in that the oil shale powder It is 320g:500mL with organic solvent mixed proportion.
6. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 2, which is characterized in that the silicon Alkane, sodium hydroxide, deionized water and organic solvent mixed proportion are 10g:5g:120mL:500mL.
7. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 6, which is characterized in that the silane is three Fluoropropyl triethoxy hydrogen silane.
8. a kind of enhanced frost-resistant concrete of modified graphene as claimed in claim 2, which is characterized in that the triethylamine and Modified graphene and organic solvent mixed proportion are 1.5g:25g:500mL.
9. a kind of enhanced frost-resistant concrete of modified graphene as described in claim 1, which is characterized in that the modified graphite The enhanced frost-resistant concrete of alkene further includes following parts by weight of component: portland cement 300, flyash 82, sand 650, stone 1100, water 165;The sand fineness is 0.04cm, and stone granularity is 0.1cm.
CN201811239154.0A 2018-10-23 2018-10-23 A kind of enhanced frost-resistant concrete of modified graphene Withdrawn CN109053095A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113336500A (en) * 2021-06-25 2021-09-03 亚士漆(上海)有限公司 Adhesive mortar and preparation method and application thereof
CN113620673A (en) * 2021-09-10 2021-11-09 北华大学 Oil shale ash anti-freezing masonry and preparation method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104803624A (en) * 2015-04-10 2015-07-29 武汉理工大学 Preparation method of graphene bonding modified silica fume
CN106810161A (en) * 2017-01-23 2017-06-09 常州第六元素材料科技股份有限公司 A kind of Graphene concrete composite material of resisting erosion of sulfate and preparation method thereof
CN107056183A (en) * 2017-01-23 2017-08-18 常州第六元素材料科技股份有限公司 A kind of graphene oxide concrete composite material of chloride-penetration resistance and preparation method thereof
CN107285707A (en) * 2017-08-16 2017-10-24 西安建筑科技大学 A kind of very-high performance fiber concrete of C220 strength grades containing coarse aggregate and preparation method thereof
CN108069665A (en) * 2018-01-24 2018-05-25 威海南海碳材料科技研究院有限公司 A kind of graphene concrete and its preparation process

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104803624A (en) * 2015-04-10 2015-07-29 武汉理工大学 Preparation method of graphene bonding modified silica fume
CN106810161A (en) * 2017-01-23 2017-06-09 常州第六元素材料科技股份有限公司 A kind of Graphene concrete composite material of resisting erosion of sulfate and preparation method thereof
CN107056183A (en) * 2017-01-23 2017-08-18 常州第六元素材料科技股份有限公司 A kind of graphene oxide concrete composite material of chloride-penetration resistance and preparation method thereof
CN107285707A (en) * 2017-08-16 2017-10-24 西安建筑科技大学 A kind of very-high performance fiber concrete of C220 strength grades containing coarse aggregate and preparation method thereof
CN108069665A (en) * 2018-01-24 2018-05-25 威海南海碳材料科技研究院有限公司 A kind of graphene concrete and its preparation process

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
冯春花: "《辅助性胶凝材料在水泥中的反应机理研究》", 30 June 2018, 冶金工业出版社 *
王恩文: "《黏土基多孔颗粒材料吸附净化工业废水研究》", 31 August 2018, 中国农业大学出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113336500A (en) * 2021-06-25 2021-09-03 亚士漆(上海)有限公司 Adhesive mortar and preparation method and application thereof
CN113336500B (en) * 2021-06-25 2023-03-24 亚士漆(上海)有限公司 Adhesive mortar and preparation method and application thereof
CN113620673A (en) * 2021-09-10 2021-11-09 北华大学 Oil shale ash anti-freezing masonry and preparation method thereof

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