CN106116362A - A kind of carbon fiber composite graphite alkene strengthens the preparation method of regeneration concrete - Google Patents
A kind of carbon fiber composite graphite alkene strengthens the preparation method of regeneration concrete Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 83
- 229920000049 Carbon (fiber) Polymers 0.000 title claims abstract description 44
- 239000004917 carbon fiber Substances 0.000 title claims abstract description 44
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 title claims abstract description 38
- 239000002131 composite material Substances 0.000 title claims abstract description 31
- 238000002360 preparation method Methods 0.000 title claims abstract description 16
- 229910002804 graphite Inorganic materials 0.000 title 1
- 239000010439 graphite Substances 0.000 title 1
- -1 graphite alkene Chemical class 0.000 title 1
- 230000008929 regeneration Effects 0.000 title 1
- 238000011069 regeneration method Methods 0.000 title 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 82
- 239000004576 sand Substances 0.000 claims abstract description 50
- 239000000203 mixture Substances 0.000 claims abstract description 48
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 47
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 41
- 229910021389 graphene Inorganic materials 0.000 claims abstract description 41
- 239000002086 nanomaterial Substances 0.000 claims abstract description 40
- 239000004568 cement Substances 0.000 claims abstract description 36
- 239000002657 fibrous material Substances 0.000 claims abstract description 28
- 238000003756 stirring Methods 0.000 claims abstract description 24
- 239000000725 suspension Substances 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 14
- 238000001132 ultrasonic dispersion Methods 0.000 claims abstract description 12
- 229910021392 nanocarbon Inorganic materials 0.000 claims abstract description 10
- 239000002245 particle Substances 0.000 claims description 20
- 239000002699 waste material Substances 0.000 claims description 15
- 239000011398 Portland cement Substances 0.000 claims description 11
- 150000001732 carboxylic acid derivatives Chemical group 0.000 claims description 11
- 239000004575 stone Substances 0.000 claims description 11
- 239000000835 fiber Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 5
- 239000002134 carbon nanofiber Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000012216 screening Methods 0.000 description 3
- 230000001186 cumulative effect Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012761 high-performance material Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 230000005476 size effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
- C04B28/04—Portland cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use 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
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/022—Carbon
- C04B14/024—Graphite
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use 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
- C04B14/38—Fibrous materials; Whiskers
- C04B14/386—Carbon
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
一种碳纤维复合石墨烯增强再生混凝土的制备方法,先按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:(1.4~1.6):(2.6~3):(0.28~0.32):(0.0001~0.0005):(0.01~0.05):(0.012~0.016);然后将纳米材料、减水剂和水混合,进行超声分散得到悬浊液;再将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌均匀得到混合物;最后将悬浊液加入混合物中,搅拌得到碳纤维复合石墨烯增强再生混凝土,纳米材料为石墨烯,纤维材料为纳米碳纤维,本发明制备的混凝土更加密实,抗折强度与抗压强度都有很大提高。
A preparation method of carbon fiber composite graphene reinforced recycled concrete, first prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nanomaterial: water reducer: fiber material = 1: (1.4~1.6):( 2.6~3):(0.28~0.32):(0.0001~0.0005):(0.01~0.05):(0.012~0.016); then mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion to obtain a suspension; then Put cement, fiber material, sand and coarse aggregate in a mixer, and stir evenly to obtain a mixture; finally, add the suspension to the mixture, and stir to obtain carbon fiber composite graphene-reinforced recycled concrete, the nanomaterial is graphene, and the fiber material is nano Carbon fiber, the concrete prepared by the invention is denser, and the flexural strength and compressive strength are greatly improved.
Description
技术领域technical field
本发明涉及再生混凝土技术领域,尤其涉及一种碳纤维复合石墨烯增强再生混凝土的制备方法。The invention relates to the technical field of recycled concrete, in particular to a preparation method of carbon fiber composite graphene reinforced recycled concrete.
背景技术Background technique
传统混凝土主要的问题是脆性,混凝土中的微裂缝和微孔隙多,连接界面不牢固等组多问题。虽然,国内外很多专家为了解决这个问题,在混凝土中掺杂纤维材料、活性矿物质和高效减水剂,虽然可以一定程度上可以提高混凝土的性能,但是收效甚小。The main problem of traditional concrete is brittleness, many micro-cracks and micro-pores in concrete, and weak connection interface. Although, in order to solve this problem, many experts at home and abroad have mixed fiber materials, active minerals and high-efficiency water reducers in concrete. Although it can improve the performance of concrete to a certain extent, the effect is very small.
石墨烯材料是最近新崛起的高性能材料,为目前世界上最薄,强度最大的纳米材料。其超强的强度和韧性,超大的比表面积受到了人们的青睐;将石墨烯运用与再生混凝土中,不仅可以解决传统混凝土带来的缺陷,更能将建筑材料推向一个新的高度,不仅有效的解决了混凝土废弃物,而且还使石墨烯得到了有效的应用。在新形势下,使再生混凝土的性能有了巨大的提高。市场运用前景广泛。Graphene material is a newly emerging high-performance material, which is currently the thinnest and strongest nanomaterial in the world. Its super strength and toughness, super large specific surface area are favored by people; the use of graphene in recycled concrete can not only solve the defects caused by traditional concrete, but also push building materials to a new height, not only It effectively solves the concrete waste, and also enables the effective application of graphene. Under the new situation, the performance of recycled concrete has been greatly improved. The market application prospect is broad.
碳纤维具有尺寸效应,表面效应,体积效应等优异性能,被广泛应用于各行各业。采用碳纤维解决再生混凝土力学性能,大大推动了混凝土技术的发展。Carbon fiber has excellent properties such as size effect, surface effect and volume effect, and is widely used in various industries. The use of carbon fiber to solve the mechanical properties of recycled concrete has greatly promoted the development of concrete technology.
目前还没有将碳纤维、石墨烯共同用于再生混凝土的文献报道。At present, there is no literature report on the joint use of carbon fiber and graphene in recycled concrete.
发明内容Contents of the invention
为了克服上述现有技术的缺点,本发明的目的在于提供一种碳纤维复合石墨烯增强再生混凝土的制备方法,制备的混凝土更加密实,抗折强度与抗压强度都有很大提高。In order to overcome the above-mentioned shortcomings of the prior art, the object of the present invention is to provide a method for preparing carbon fiber composite graphene-reinforced recycled concrete. The prepared concrete is denser, and the flexural strength and compressive strength are greatly improved.
为了达到上述目的,本发明采取的技术方案为:In order to achieve the above object, the technical scheme that the present invention takes is:
一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:A preparation method of carbon fiber composite graphene reinforced recycled concrete, comprising the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:(1.4~1.6):(2.6~3):(0.28~0.32):(0.0001~0.0005):(0.01~0.05):(0.012~0.016);Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nano material: water reducer: fiber material = 1: (1.4~1.6): (2.6~3): (0.28~0.32): (0.0001~0.0005):(0.01~0.05):(0.012~0.016);
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为30~60分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 30 to 60 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌3~4分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 3 to 4 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌3~5分钟,得到碳纤维复合石墨烯增强再生混凝土;Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 3 to 5 minutes to obtain carbon fiber composite graphene-reinforced recycled concrete;
所述的纳米材料为石墨烯,其粒径0.6-1nm;The nanomaterial is graphene with a particle size of 0.6-1nm;
所述的纤维材料为纳米碳纤维,平均直径为150nm,长度为30-100um。The fiber material is carbon nanofiber with an average diameter of 150nm and a length of 30-100um.
所述的水泥为42.5R普通硅酸盐水泥。The cement is 42.5R ordinary Portland cement.
所述的砂子为中砂,平均粒径为0.25~0.5mm。The sand is medium sand with an average particle size of 0.25-0.5 mm.
所述的粗骨料为天然碎石和废旧混凝土任意比例的混合物,粗骨料最大粒径小于31.5mm。The coarse aggregate is a mixture of natural gravel and waste concrete in any proportion, and the maximum particle size of the coarse aggregate is less than 31.5 mm.
所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%。The water reducer is a carboxylic acid-based high-efficiency water reducer with a water reducing efficiency of 20% to 30%.
本发明的有益效果为:The beneficial effects of the present invention are:
选用废弃混凝土作为部分骨料配制混凝土,不仅有效的解决了建筑垃圾的再利用问题,而且为日益紧张的混凝土原材料缺乏提供了有效解决途径,既经济又符合使用要求。Using waste concrete as part of the aggregate to prepare concrete not only effectively solves the problem of reuse of construction waste, but also provides an effective solution to the increasingly tight shortage of concrete raw materials, which is economical and meets the requirements of use.
石墨烯作为新型纳米材料,不仅比普通纳米材料强度高、韧性好,而且具有超高的比表面积,将石墨烯运用到再生混凝土中,不仅有效填补了再生混凝土中粗骨料与水泥界面微缝隙,而且弥补了混凝土拌制过程中出现的微孔隙。使混凝土更加密实,抗压强度更高,微观结构更加致密,提高了再生混凝土的力学物理性能。As a new type of nanomaterial, graphene not only has higher strength and better toughness than ordinary nanomaterials, but also has a super high specific surface area. Applying graphene to recycled concrete not only effectively fills the micro gaps in the interface between coarse aggregate and cement in recycled concrete , and make up for the micro-pores that appear during the concrete mixing process. The concrete is denser, the compressive strength is higher, the microstructure is denser, and the mechanical and physical properties of recycled concrete are improved.
利用纳米碳纤维的低密度,高比强度,长径比大,比表面积大,结构致密的优点,通过合适的配合比设计,实现经济,实用,环保的绿色高性能再生混凝土。Utilizing the advantages of low density, high specific strength, large aspect ratio, large specific surface area, and compact structure of carbon nanofibers, economical, practical, and environmentally friendly green high-performance recycled concrete can be realized through appropriate mix ratio design.
附图说明Description of drawings
图1为粗骨料累计筛分折线图。Figure 1 is a broken line diagram of the cumulative sieving of coarse aggregate.
具体实施方式:detailed description:
下面结合实施例对本发明作详细描述。The present invention is described in detail below in conjunction with embodiment.
所有实施例采用的粗骨料部分来自天然石子,部分来自废弃的混凝土,经过破碎、除杂、清洗和筛分,其质量满足《混凝土用再生粗骨料》GB/T 25177-2010,粗骨料累计筛分折线图如图1所示,具体筛分情况如表1所示:The coarse aggregate used in all examples is partly from natural stones and partly from waste concrete. After crushing, impurity removal, cleaning and screening, its quality meets the requirements of "Recycled Coarse Aggregate for Concrete" GB/T 25177-2010, Coarse Aggregate The cumulative screening line chart of materials is shown in Figure 1, and the specific screening conditions are shown in Table 1:
表1Table 1
由JGJ52-2006计算可知,粒径在5mm-31.5mm以内的粗骨料,不均匀系数Ku的值在(0.37,0.69)之间,曲率系数Kc的值在(0.80,1.53)之间。参照表2,由表2可知不同使用年限的再生粗骨料的不均匀系数和曲率系数,均在上述范围之内,满足颗粒级配的要求,说明骨料级配良好。According to the calculation of JGJ52-2006, it can be seen that for the coarse aggregate with particle size within 5mm-31.5mm, the value of unevenness coefficient Ku is between (0.37,0.69), and the value of curvature coefficient Kc is between (0.80,1.53). Referring to Table 2, it can be seen from Table 2 that the unevenness coefficient and curvature coefficient of recycled coarse aggregates with different service life are within the above range, which meets the requirements of particle gradation, indicating that the aggregate gradation is good.
表2Table 2
依据JGJ52-2006中对细骨料颗粒级配的要求,对中砂进行筛分分析,分析结果如表3所示,可知中砂的颗粒级配良好,因此用此中砂来制备再生混凝土。According to the requirements of fine aggregate particle grading in JGJ52-2006, the medium sand was sieved and analyzed, and the analysis results are shown in Table 3. It can be seen that the particle gradation of the medium sand is good, so the medium sand is used to prepare recycled concrete.
表3 中砂颗粒级配试验结果Table 3 Results of medium sand particle grading test
实施例所采用的纳米材料石墨烯的基本性能如下:The basic performance of the nanomaterial graphene that embodiment adopts is as follows:
表4 石墨烯基本性能Table 4 Basic properties of graphene
实施例1,一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:Embodiment 1, a kind of preparation method of carbon fiber composite graphene reinforced recycled concrete comprises the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:1.4:2.6:0.28:0.0001:0.02:0.012,所述的水泥为42.5R普通硅酸盐水泥,所述的砂子为中砂,所述的粗骨料为天然碎石和取代率为30%的再生骨料的混合物,取代率是废旧混凝土质量占粗骨料总质量的百分比,所述的纳米材料为石墨烯,其粒径0.6-1nm,所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%,所述的纤维为纳米碳纤维,平均直径为150nm,长度为30-100um;Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nano material: water reducer: fiber material = 1: 1.4: 2.6: 0.28: 0.0001: 0.02: 0.012, the cement is 42.5 R ordinary Portland cement, the sand is medium sand, the coarse aggregate is a mixture of natural crushed stone and recycled aggregate with a replacement rate of 30%, and the replacement rate is the weight of waste concrete to the total mass of coarse aggregate The nanomaterial is graphene with a particle size of 0.6-1nm, the water reducer is a carboxylic acid-based high-efficiency water reducer, and the water reducing efficiency is 20% to 30%, and the fiber is nano Carbon fibers with an average diameter of 150nm and a length of 30-100um;
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为60分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 60 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌3分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 3 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌5分钟,使其满足浇筑时的性能要求,得到碳纤维复合石墨烯增强再生混凝土。Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 5 minutes to make it meet the performance requirements during pouring, and obtain carbon fiber composite graphene-reinforced recycled concrete.
本实施例的有益效果:得到的石墨烯增强再生混凝土28天龄期技术指标:抗压强度达到68.3MPa,较普通混凝土提高了14.2%。抗折强度较普通混凝土提高了17%。Beneficial effects of this embodiment: the obtained graphene-enhanced recycled concrete has a technical index of 28 days age: the compressive strength reaches 68.3MPa, which is 14.2% higher than that of ordinary concrete. The flexural strength is 17% higher than that of ordinary concrete.
实施例2,一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:Embodiment 2, a kind of preparation method of carbon fiber composite graphene reinforced recycled concrete comprises the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:1.5:2.8:0.30:0.0002:0.01:0.014,所述的水泥为42.5R普通硅酸盐水泥,所述的砂子为中砂,所述的粗骨料为天然碎石和取代率为30%的再生骨料的混合物,取代率是废旧混凝土质量占粗骨料总质量的百分比,所述的纳米材料为石墨烯,其粒径0.6-1nm,所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%,所述的纤维为纳米碳纤维,平均直径为150nm,长度为30-100um;Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nanomaterial: water reducer: fiber material = 1: 1.5: 2.8: 0.30: 0.0002: 0.01: 0.014, the cement is 42.5 R ordinary Portland cement, the sand is medium sand, the coarse aggregate is a mixture of natural crushed stone and recycled aggregate with a replacement rate of 30%, and the replacement rate is the weight of waste concrete to the total mass of coarse aggregate The nanomaterial is graphene with a particle size of 0.6-1nm, the water reducer is a carboxylic acid-based high-efficiency water reducer, and the water reducing efficiency is 20% to 30%, and the fiber is nano Carbon fibers with an average diameter of 150nm and a length of 30-100um;
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为50分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 50 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌3分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 3 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌4分钟,使其满足浇筑时的性能要求,得到碳纤维复合石墨烯增强再生混凝土。Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 4 minutes to make it meet the performance requirements during pouring, and obtain carbon fiber composite graphene-reinforced recycled concrete.
本实施例的有益效果:得到的石墨烯增强再生混凝土28天龄期技术指标:抗压强度达到70.3MPa,较普通混凝土提高了16.2%。抗折强度较普通混凝土提高18%。Beneficial effects of this embodiment: the obtained graphene-enhanced recycled concrete has a technical index of 28 days age: the compressive strength reaches 70.3MPa, which is 16.2% higher than that of ordinary concrete. The flexural strength is 18% higher than that of ordinary concrete.
实施例3,一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:Embodiment 3, a kind of preparation method of carbon fiber composite graphene reinforced recycled concrete, comprises the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:1.5:2.8:0.28:0.0003:0.03:0.016,所述的水泥为42.5R普通硅酸盐水泥,所述的砂子为中砂,所述的粗骨料为天然碎石和取代率为50%的再生骨料的混合物,取代率是废旧混凝土质量占粗骨料总质量的百分比,所述的纳米材料为石墨烯,其粒径0.6-1nm,所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%,所述的纤维为纳米碳纤维,平均直径为150nm,长度为30-100um;Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nano material: water reducer: fiber material = 1: 1.5: 2.8: 0.28: 0.0003: 0.03: 0.016, the cement is 42.5 R ordinary Portland cement, the sand is medium sand, the coarse aggregate is a mixture of natural crushed stone and recycled aggregate with a replacement rate of 50%, and the replacement rate is the weight of waste concrete to the total mass of coarse aggregate The nanomaterial is graphene with a particle size of 0.6-1nm, the water reducer is a carboxylic acid-based high-efficiency water reducer, and the water reducing efficiency is 20% to 30%, and the fiber is nano Carbon fibers with an average diameter of 150nm and a length of 30-100um;
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为40分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 40 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌4分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 4 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌3分钟,使其满足浇筑时的性能要求,得到碳纤维复合石墨烯增强再生混凝土。Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 3 minutes to make it meet the performance requirements during pouring, and obtain carbon fiber composite graphene-reinforced recycled concrete.
本实施例的有益效果:得到的石墨烯增强再生混凝土28天龄期技术指标:抗压强度达到67.3MPa,较普通混凝土提高了13.9%。抗折强度较普通混凝土提高了15.2%。Beneficial effects of this embodiment: The obtained graphene-enhanced recycled concrete has a technical index of 28 days of age: the compressive strength reaches 67.3MPa, which is 13.9% higher than that of ordinary concrete. The flexural strength is 15.2% higher than that of ordinary concrete.
实施例4,一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:Embodiment 4, a kind of preparation method of carbon fiber composite graphene reinforced recycled concrete, comprises the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:1.6:3.0:0.32:0.0004:0.03:0.016,所述的水泥为42.5R普通硅酸盐水泥,所述的砂子为中砂,所述的粗骨料为天然碎石和取代率为70%的再生骨料的混合物,取代率是废旧混凝土质量占粗骨料总质量的百分比,所述的纳米材料为石墨烯,其粒径0.6-1nm,所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%,所述的纤维为纳米碳纤维,平均直径为150nm,长度为30-100um;Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nano material: water reducer: fiber material = 1: 1.6: 3.0: 0.32: 0.0004: 0.03: 0.016, the cement is 42.5 R ordinary Portland cement, the sand is medium sand, the coarse aggregate is a mixture of natural crushed stone and recycled aggregate with a replacement rate of 70%, and the replacement rate is the weight of waste concrete to the total mass of coarse aggregate The nanomaterial is graphene with a particle size of 0.6-1nm, the water reducer is a carboxylic acid-based high-efficiency water reducer, and the water reducing efficiency is 20% to 30%, and the fiber is nano Carbon fibers with an average diameter of 150nm and a length of 30-100um;
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为30分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 30 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌4分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 4 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌5分钟,使其满足浇筑时的性能要求,得到碳纤维复合石墨烯增强再生混凝土。Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 5 minutes to make it meet the performance requirements during pouring, and obtain carbon fiber composite graphene-reinforced recycled concrete.
本实施例的有益效果:得到的石墨烯增强再生混凝土28天龄期技术指标:抗压强度达到66.2MPa,较普通混凝土提高了13.4%。抗折强度较普通混凝土提高14.2%。Beneficial effects of this embodiment: the obtained graphene-enhanced recycled concrete has a technical index of 28 days age: the compressive strength reaches 66.2MPa, which is 13.4% higher than that of ordinary concrete. The flexural strength is 14.2% higher than that of ordinary concrete.
实施例5,一种碳纤维复合石墨烯增强再生混凝土的制备方法,包括以下步骤:Embodiment 5, a kind of preparation method of carbon fiber composite graphene reinforced recycled concrete, comprises the following steps:
步骤一:按照如下质量配比备料,水泥:砂子:粗骨料:水:纳米材料:减水剂:纤维材料=1:1.6:2.9:0.32:0.0005:0.05:0.016,所述的水泥为42.5R普通硅酸盐水泥,所述的砂子为中砂,所述的粗骨料为天然碎石和取代率为100%的再生骨料的混合物,取代率是废旧混凝土质量占粗骨料总质量的百分比,所述的纳米材料为石墨烯,其粒径0.6-1nm,所述的减水剂为羧酸基高效减水剂,减水效率为20%~30%,所述的纤维为纳米碳纤维,平均直径为150nm,长度为30-100um;Step 1: prepare materials according to the following mass ratio, cement: sand: coarse aggregate: water: nano material: water reducer: fiber material = 1: 1.6: 2.9: 0.32: 0.0005: 0.05: 0.016, the cement is 42.5 R ordinary Portland cement, the sand is medium sand, the coarse aggregate is a mixture of natural crushed stone and recycled aggregate with a replacement rate of 100%, and the replacement rate is the mass of waste concrete to the total mass of coarse aggregate The nanomaterial is graphene with a particle size of 0.6-1nm, the water reducer is a carboxylic acid-based high-efficiency water reducer, and the water reducing efficiency is 20% to 30%, and the fiber is nano Carbon fibers with an average diameter of 150nm and a length of 30-100um;
步骤二:将纳米材料、减水剂和水混合,进行超声分散,时间为60分钟,得到悬浊液;Step 2: Mix nanomaterials, water reducing agent and water, and perform ultrasonic dispersion for 60 minutes to obtain a suspension;
步骤三:将水泥、纤维材料、砂子和粗骨料置于搅拌机中,搅拌4分钟,使其搅拌均匀,得到混合物;Step 3: Put cement, fiber material, sand and coarse aggregate in a mixer, and stir for 4 minutes to make it evenly stirred to obtain a mixture;
步骤四:将步骤二中配置的悬浊液加入步骤三中的混合物中,搅拌5分钟,使其满足浇筑时的性能要求,得到碳纤维复合石墨烯增强再生混凝土。Step 4: Add the suspension prepared in Step 2 to the mixture in Step 3, and stir for 5 minutes to make it meet the performance requirements during pouring, and obtain carbon fiber composite graphene-reinforced recycled concrete.
本实施例的有益效果:得到的石墨烯增强再生混凝土28天龄期技术指标:抗压强度达到65.2MPa,较普通混凝土提高了12.3%。抗折强度较普通混凝土提高了13%。Beneficial effects of this embodiment: The obtained graphene-enhanced recycled concrete has a technical index of 28 days age: the compressive strength reaches 65.2MPa, which is 12.3% higher than that of ordinary concrete. The flexural strength is 13% higher than that of ordinary concrete.
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