CN111732365A - A kind of concrete composite admixture and preparation method thereof - Google Patents
A kind of concrete composite admixture and preparation method thereof Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 82
- 239000002131 composite material Substances 0.000 title claims abstract description 50
- 238000002360 preparation method Methods 0.000 title claims description 13
- 239000000843 powder Substances 0.000 claims abstract description 43
- 239000012190 activator Substances 0.000 claims abstract description 39
- 235000019738 Limestone Nutrition 0.000 claims abstract description 18
- 239000006028 limestone Substances 0.000 claims abstract description 18
- 239000002994 raw material Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 239000010881 fly ash Substances 0.000 claims abstract description 14
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910052710 silicon Inorganic materials 0.000 claims abstract description 13
- 239000010703 silicon Substances 0.000 claims abstract description 13
- 239000002893 slag Substances 0.000 claims abstract description 13
- 238000003756 stirring Methods 0.000 claims abstract description 11
- 239000000203 mixture Substances 0.000 claims description 43
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 24
- 238000000227 grinding Methods 0.000 claims description 19
- 229920003086 cellulose ether Polymers 0.000 claims description 16
- 150000001408 amides Chemical class 0.000 claims description 15
- 239000002270 dispersing agent Substances 0.000 claims description 15
- 239000003822 epoxy resin Substances 0.000 claims description 13
- 229920000647 polyepoxide Polymers 0.000 claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 239000004115 Sodium Silicate Substances 0.000 claims description 12
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims description 12
- 239000000920 calcium hydroxide Substances 0.000 claims description 12
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims description 12
- 235000011116 calcium hydroxide Nutrition 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 12
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 12
- 229910052911 sodium silicate Inorganic materials 0.000 claims description 12
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 claims description 11
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 11
- 238000006243 chemical reaction Methods 0.000 claims description 11
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims description 10
- 239000002243 precursor Substances 0.000 claims description 10
- 229910052938 sodium sulfate Inorganic materials 0.000 claims description 10
- 235000011152 sodium sulphate Nutrition 0.000 claims description 10
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 9
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 8
- 238000002156 mixing Methods 0.000 claims description 8
- 229910021487 silica fume Inorganic materials 0.000 claims description 8
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 claims description 6
- KFZMGEQAYNKOFK-UHFFFAOYSA-N Isopropanol Chemical compound CC(C)O KFZMGEQAYNKOFK-UHFFFAOYSA-N 0.000 claims description 6
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 claims description 6
- HSHXDCVZWHOWCS-UHFFFAOYSA-N N'-hexadecylthiophene-2-carbohydrazide Chemical group CCCCCCCCCCCCCCCCNNC(=O)c1cccs1 HSHXDCVZWHOWCS-UHFFFAOYSA-N 0.000 claims description 5
- 229910004298 SiO 2 Inorganic materials 0.000 claims description 5
- 235000011132 calcium sulphate Nutrition 0.000 claims description 5
- RTZKZFJDLAIYFH-UHFFFAOYSA-N ether Substances CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 claims description 5
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 claims description 5
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 claims description 5
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 claims description 5
- 229920002401 polyacrylamide Polymers 0.000 claims description 5
- 239000011044 quartzite Substances 0.000 claims description 5
- 235000019794 sodium silicate Nutrition 0.000 claims description 5
- 229910052500 inorganic mineral Inorganic materials 0.000 abstract description 12
- 239000011707 mineral Substances 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 11
- 235000010755 mineral Nutrition 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 150000003384 small molecules Chemical class 0.000 description 6
- 239000004568 cement Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000036571 hydration Effects 0.000 description 3
- 238000006703 hydration reaction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- -1 amide compound Chemical class 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 239000003112 inhibitor Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 229920002521 macromolecule Polymers 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 238000009210 therapy by ultrasound Methods 0.000 description 2
- 239000002562 thickening agent Substances 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 239000011149 active material Substances 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000007775 late Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002105 nanoparticle Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
Classifications
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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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
- C04B40/0046—Premixtures of ingredients characterised by their processing, e.g. sequence of mixing the ingredients when preparing the premixtures
-
- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
本发明公开了一种混凝土复合掺合料,包括以下质量份的原料:硅微粉50‑60份,粉煤灰15‑30份,石灰石粉15‑30份,钢渣粉10‑20份,凝灰岩粉8‑20份,活化剂5‑15份;本发明的技术方案是先制备活化剂后再与其他的粉碎后的原料一起加入搅拌机中搅拌,能使得混凝土充分的搅拌均匀,通过活化剂的加入,本发明的复合掺合料具备较高的活性且在28天后混凝土的抗压强度进一步提高,大大的提高了混凝土的各项性能,使矿物掺合料的性能得到充分激发。The invention discloses a concrete composite admixture, comprising the following raw materials in parts by mass: 50-60 parts of silicon micropowder, 15-30 parts of fly ash, 15-30 parts of limestone powder, 10-20 parts of steel slag powder, and tuff powder 8-20 parts, 5-15 parts of the activator; the technical scheme of the present invention is to prepare the activator first, and then add it to the mixer together with other pulverized raw materials for stirring, so that the concrete can be fully stirred and evenly mixed. , the composite admixture of the present invention has higher activity and the compressive strength of concrete is further improved after 28 days, which greatly improves the properties of concrete and fully stimulates the performance of the mineral admixture.
Description
技术领域technical field
本发明涉及混凝土技术领域,特别涉及一种混凝土复合掺合料及其制备方法。The invention relates to the technical field of concrete, in particular to a concrete composite admixture and a preparation method thereof.
背景技术Background technique
混凝土是指由胶结料(有机的、无机的或有机无机复合的)、颗粒状集料、水以及需要加入的化学外加剂和矿物掺合料按适当比例拌制而成的混合料,或经硬化后形成具有堆聚结构的复合材料(普通是以胶凝材料、水、细骨料、粗骨料,需要时掺入外加剂和矿物掺合料,按适当比例配合。Concrete refers to a mixture made of cement (organic, inorganic or organic-inorganic composite), granular aggregates, water, and chemical admixtures and mineral admixtures to be added in appropriate proportions. After hardening, a composite material with a stacked structure is formed (usually, cementitious material, water, fine aggregate, coarse aggregate, admixtures and mineral admixtures are added when necessary, and are mixed in appropriate proportions.
混凝土具有原料丰富,价格低廉,生产工艺简单的特点,因而使其用量越来越大。同时混凝土还具有抗压强度高,耐久性好,强度等级范围宽等特点。这些特点使其使用范围十分广泛,不仅在各种土木工程中使用,就是造船业,机械工业,海洋的开发,地热工程等,混凝土也是重要的材料。Concrete has the characteristics of abundant raw materials, low price and simple production process, so its consumption is increasing. At the same time, concrete also has the characteristics of high compressive strength, good durability, and a wide range of strength grades. These characteristics make it widely used, not only in various civil engineering, but also in shipbuilding, machinery industry, marine development, geothermal engineering, etc. Concrete is also an important material.
混凝土是一种充满生命力的建筑材料。随着混凝土组成材料的不断发展,人们对材料复合技术认识不断提高。对混凝土的性能要求不仅仅局限于抗压强度,而是在立足强度的基础上,更加注重混凝土的耐久性、变形性能等综合指标的平衡和协调。混凝土各项性能指标的要求比以前更明确、细化和具体。同时,建筑设备水平的提升,新型施工工艺的不断涌现和推广,使混凝土技术适应了不同的设计、施工和使用要求,发展很快。Concrete is a living building material. With the continuous development of concrete composition materials, people's understanding of material composite technology has been continuously improved. The performance requirements of concrete are not limited to compressive strength, but on the basis of strength, more attention is paid to the balance and coordination of comprehensive indicators such as durability and deformation performance of concrete. The requirements for various performance indicators of concrete are more clear, detailed and specific than before. At the same time, the improvement of construction equipment level and the continuous emergence and promotion of new construction techniques have made concrete technology adapt to different design, construction and use requirements and developed rapidly.
混凝土并不是一种孤立存在的单一材料。它离不开混凝土用原材料的发展,离不开混凝土的工程应用对象的发展变化。应该从土木工程大学科的角度来认真对待混凝土。混凝土配合比设计也是这样,首先要分析工程项目的结构、构件特点、设计要求,预估可能出现的不利情况和风险,立足当地原材料.然后采用科学、合理、可行的技术线路、技术手段。配制出满足设计要求、施工工艺要求和使用要求的优质混凝土。Concrete is not a single material that exists in isolation. It is inseparable from the development of concrete raw materials and the development and changes of concrete engineering application objects. Concrete should be taken seriously from the perspective of the discipline of civil engineering. The same is true for concrete mix design. First, we must analyze the structure, component characteristics, and design requirements of the project, estimate possible unfavorable situations and risks, and base ourselves on local raw materials. Then use scientific, reasonable, and feasible technical routes and technical means. Formulate high-quality concrete that meets design requirements, construction process requirements and usage requirements.
随着现代混凝土应用技术的发展,矿物掺合料已经成为混凝土上必不可少的重要组成之一。然而,随着我国基础建设的高速推进,如矿粉、粉煤灰等优质矿物掺合料面临着资源短缺且地区分布不均的问题,导致混凝土生产企业生产成本逐渐变高。混凝土掺合料是为了改善混凝土性能,节约用水,调节混凝土强度等级,在混凝土 拌合时掺入天然的或人工的能改善混凝土性能的物质。随着混凝土产业的不断加大以及国家对资源开发限制,致使矿物掺合料越来越紧缺,且价格越来越高,致使混凝土的生产成本 越来越高。因此很多搅拌站都开始希望找到更好的代替矿物掺合料的方式,希望通过复合 掺合料的使用降低矿物的能源消耗。With the development of modern concrete application technology, mineral admixtures have become one of the essential and important components of concrete. However, with the rapid advancement of infrastructure construction in my country, high-quality mineral admixtures such as mineral powder and fly ash are facing the problem of shortage of resources and uneven distribution in regions, resulting in a gradual increase in the production cost of concrete manufacturers. Concrete admixtures are used to improve concrete properties, save water, adjust concrete strength levels, and incorporate natural or artificial substances that can improve concrete properties during concrete mixing. With the continuous expansion of the concrete industry and the country's restrictions on resource development, mineral admixtures are becoming more and more scarce, and the prices are getting higher and higher, resulting in higher and higher production costs of concrete. Therefore, many batching plants have begun to hope to find a better way to replace mineral admixtures, hoping to reduce the energy consumption of minerals through the use of compound admixtures.
常规的复合掺合料大量使用了石灰石等非活性混合材,复合掺合料本身后期活性偏低,导致与常规活性矿物掺合料相比,采用相同用量掺合料生产同一标号混凝土,混凝土工作性能降低很多,尤其28天后性能会有很大的降低。石灰石粉的28天活性指数往往只有60-70%,难以满足混凝土对复合掺合料活性的需求。Conventional composite admixtures use a large number of inactive admixtures such as limestone, and the late activity of the composite admixture itself is low, resulting in the use of the same amount of admixture to produce concrete of the same label compared with conventional active mineral admixtures. The performance drops a lot, especially after 28 days. The 28-day activity index of limestone powder is often only 60-70%, which is difficult to meet the needs of concrete for the activity of composite admixtures.
发明内容SUMMARY OF THE INVENTION
发明的目的在于提供一种混凝土复合掺合料及其制备方法,解决了常规的复合掺合料大量使用了石灰石等非活性混合材,复合掺合料本身后期活性偏低,导致与常规活性矿物掺合料相比,采用相同用量掺合料生产同一标号混凝土,混凝土工作性能降低很多,尤其28天后性能会有很大的降低的问题。The purpose of the invention is to provide a concrete composite admixture and a preparation method thereof, which solves the problem that the conventional composite admixture uses a large number of inactive admixtures such as limestone, and the composite admixture itself has low activity in the later stage, resulting in mixing with conventional active minerals. Compared with the mixture, using the same amount of admixture to produce the same grade of concrete, the performance of the concrete will be greatly reduced, especially after 28 days, the performance will be greatly reduced.
本发明是这样实现的,一种混凝土复合掺合料,该混凝土复合掺合料包括以下质量份的原料:The present invention is achieved in this way, a concrete composite admixture comprising the following raw materials by mass:
硅微粉50-60份,粉煤灰15-30份,石灰石粉15-30份,钢渣粉10-20份,凝灰岩粉8-20份,活化剂5-15份;50-60 parts of microsilica, 15-30 parts of fly ash, 15-30 parts of limestone powder, 10-20 parts of steel slag powder, 8-20 parts of tuff powder, 5-15 parts of activator;
所述活化剂包括以下质量份的原料:熟石灰2-10份、硫酸钠1-5份、硅酸钠4-10份、硫酸钙10-30份、酰胺类混合物0.5-2份、纤维素醚0.2-0.8份、丙烯酸0.5-1.5份、环氧树脂1-3份、分散剂0.2-1.5份和水15-30份。The activator includes the following raw materials by mass: 2-10 parts of slaked lime, 1-5 parts of sodium sulfate, 4-10 parts of sodium silicate, 10-30 parts of calcium sulfate, 0.5-2 parts of amide mixture, cellulose ether 0.2-0.8 parts, acrylic acid 0.5-1.5 parts, epoxy resin 1-3 parts, dispersant 0.2-1.5 parts and water 15-30 parts.
本发明的进一步技术方案是:该混凝土复合掺合料包括以下质量份的原料:A further technical scheme of the present invention is: the concrete composite admixture includes the following raw materials by mass:
硅微粉58份,粉煤灰20份,石灰石粉20份,钢渣粉15份,凝灰岩粉12份,活化剂8份。58 parts of microsilica, 20 parts of fly ash, 20 parts of limestone powder, 15 parts of steel slag powder, 12 parts of tuff powder, and 8 parts of activator.
本发明的进一步技术方案是:所述硅微粉是由石英岩经破碎、磨细等工艺而制成的,SiO2含量大于90%。The further technical scheme of the present invention is that: the silicon micropowder is made from quartzite by crushing, grinding and other processes, and the content of SiO 2 is greater than 90%.
本发明的进一步技术方案是:所述酰胺类混合物由聚丙烯酰胺、N-N二甲基乙酰胺和聚甲酰胺组成,其质量份数比为:1-3:1:1-2。A further technical solution of the present invention is that: the amide mixture is composed of polyacrylamide, N-N dimethylacetamide and polyformamide, and the ratio of parts by mass is 1-3:1:1-2.
本发明的进一步技术方案是:所述纤维素醚为羟丙基甲基纤维素醚。A further technical solution of the present invention is: the cellulose ether is hydroxypropyl methyl cellulose ether.
本发明的进一步技术方案是:所述分散剂为甲醇、乙醇、异丙醇、乙二醇和丙二醇中的一种。A further technical scheme of the present invention is: the dispersing agent is one of methanol, ethanol, isopropanol, ethylene glycol and propylene glycol.
一种混凝土复合掺合料的制备方法,该制备方法包括以下步骤:A preparation method of a concrete composite admixture, the preparation method comprising the following steps:
步骤一、先将硅微粉、粉煤灰、石灰石粉、钢渣粉以及凝灰岩粉烘干备用;Step 1, first dry silicon micropowder, fly ash, limestone powder, steel slag powder and tuff powder for use;
步骤二、将酰胺类混合物、纤维素醚、丙烯酸、环氧树脂以及分散剂按照比例加入反应釜中,进行搅拌,在压力为4MPa,温度为60℃条件下反应1.5小时;Step 2, adding the amide mixture, cellulose ether, acrylic acid, epoxy resin and dispersant in proportion to the reaction kettle, stirring, and reacting for 1.5 hours at a pressure of 4MPa and a temperature of 60°C;
步骤三、将上述反应后的混合物,置于超声波发生器中,以200-500W的超声波处理该混合物30-60min;Step 3, the mixture after the above reaction is placed in the ultrasonic generator, and the mixture is treated with the ultrasonic wave of 200-500W for 30-60min;
步骤四、将熟石灰、硫酸钠、硅酸钠、硫酸钙按比例加入到水中,并与第二步得到的混合物混合搅拌30min,得到活化剂前体;Step 4, adding slaked lime, sodium sulfate, sodium silicate and calcium sulfate to the water in proportion, and mixing and stirring with the mixture obtained in the second step for 30min to obtain an activator precursor;
步骤五、将制得的活化剂前体置于功率80W-100W、波长为100-200nm的强紫外光下,处理30min;Step 5, placing the prepared activator precursor under strong ultraviolet light with a power of 80W-100W and a wavelength of 100-200nm for 30min;
步骤六、将步骤一中的物料按照比例加入到球磨机粉磨,粉磨细度达勃氏比表面积不低于400m2/kg,或0.08mm方孔筛筛余量不大于2%,或0.045mm方孔筛筛余量不大于20%;Step 6. Add the materials in step 1 to the ball mill for grinding according to the proportion, and the grinding fineness is not less than 400m 2 /kg, or the balance of the 0.08mm square hole sieve is not more than 2%, or 0.045 The sieve allowance of mm square hole sieve is not more than 20%;
步骤七、将步骤三得到的混合物料与所述步骤五中的活化剂一起投入搅拌机中,转速为45-50r/min,搅拌5-10min,得到混凝土复合掺合料。Step 7: Put the mixture obtained in Step 3 and the activator in Step 5 into a mixer, the rotating speed is 45-50r/min, and the mixture is stirred for 5-10min to obtain a concrete composite admixture.
本发明的有益效果:Beneficial effects of the present invention:
1、本发明的技术方案是先制备活化剂后再与其他的粉碎后的原料一起加入搅拌机中搅拌,能使得混凝土充分的搅拌均匀,通过活化剂的加入,本发明的复合掺合料具备较高的活性且在28天后混凝土的抗压强度进一步提高,大大的提高了混凝土的各项性能,使矿物掺合料的性能得到充分激发;1. The technical scheme of the present invention is to prepare the activator first, and then add it to the mixer together with other pulverized raw materials for mixing, so that the concrete can be fully stirred evenly. High activity and the compressive strength of concrete is further improved after 28 days, which greatly improves the properties of concrete and fully stimulates the performance of mineral admixtures;
2、在活化剂方面,本发明引入超声处理法,处理反应所制得的活化剂。超声处理法具有使分子升温、高频振动两大效果。通过升温,能够使在步骤二中未充分反应的小分子,如丙烯酸与环氧树脂充分反应。而通过对分子的高频振动,能够使大分子(纤维素醚)之间产生充分交联,并包裹小分子,使得活化剂得以充分分散,同时包裹小分子延缓了小分子的释放。小分子延缓释放克服了传统活化剂在早期快速水化、水化热高,导致混凝土强度受影响的弊端,使得混凝土后期抗压强度得以充分提升。再通过紫外光处理打断活化剂中剩余的少量不饱和键,产生自由基,使其在参与水泥水化过程中增强与混凝土组分的键合,增加了活化剂与水泥结合的紧密程度,能够极大提升掺合料的活性指数;2. In terms of the activator, the present invention introduces the ultrasonic treatment method to treat the activator prepared by the reaction. Ultrasonic treatment has two major effects of heating up the molecules and vibrating at high frequencies. By raising the temperature, the small molecules that are not fully reacted in the second step, such as acrylic acid and epoxy resin, can be fully reacted. Through the high frequency vibration of the molecules, the macromolecules (cellulose ethers) can be fully cross-linked, and the small molecules can be encapsulated, so that the activator can be fully dispersed, and the encapsulation of the small molecules can delay the release of the small molecules. The delayed release of small molecules overcomes the drawbacks of the traditional activator that the rapid hydration and high heat of hydration in the early stage will affect the strength of concrete, so that the compressive strength of concrete can be fully improved in the later stage. Then through ultraviolet light treatment, the remaining small amount of unsaturated bonds in the activator is broken, and free radicals are generated, so that it can strengthen the bonding with the concrete components during the process of cement hydration, and increase the tightness of the activator and cement. Can greatly improve the activity index of the admixture;
3、本发明所选用的活化剂组分具有很强的针对性。其中,硫酸钙针对性补充复合掺合料中的硫酸根,调节复合掺合料的凝结时间与和易性以保证混凝土施工性能。熟石灰将复合掺合料整体保持在碱性环境,以便于保存且与混凝土的碱性环境相适应。硅酸钠为助磨剂,提升全过程的研磨效率。酰胺类混合物为阻锈剂,应用于钢筋混凝土时可以延缓钢筋锈蚀。环氧树脂为粘聚剂、增稠剂,保持混凝土的粘聚性;3. The selected activator component of the present invention has strong pertinence. Among them, calcium sulfate supplements the sulfate radicals in the composite admixture, and adjusts the setting time and workability of the composite admixture to ensure the concrete construction performance. Hydrated lime keeps the composite admixture as a whole in an alkaline environment for easy preservation and compatibility with the alkaline environment of concrete. Sodium silicate is used as a grinding aid to improve the grinding efficiency of the whole process. The amide compound is a rust inhibitor, which can delay the corrosion of steel bars when applied to reinforced concrete. Epoxy resin is a cohesive agent and thickener to maintain the cohesiveness of concrete;
4.本发明采用更多的硅微粉替代石灰石粉等较低活性的材料。硅微粉具有大量粒径处于50-500nm的纳米级颗粒,其比表面积是石灰石粉的30倍以上。在活化剂中的大分子释放小分子后,能够包裹这些硅微粉颗粒,起到更好的分散、交联效果。同时,硅微粉极小的粒径能够填充混凝土中细小的缝隙,增加混凝土的密实度,从而实现强度的提升。4. The present invention uses more silicon micropowder to replace lower active materials such as limestone powder. Silica micropowder has a large number of nano-scale particles with a particle size of 50-500nm, and its specific surface area is more than 30 times that of limestone powder. After the macromolecules in the activator release the small molecules, these silicon micropowder particles can be encapsulated to achieve better dispersion and cross-linking effects. At the same time, the extremely small particle size of the silica fume can fill the small gaps in the concrete and increase the compactness of the concrete, thereby improving the strength.
具体实施方式Detailed ways
以下通过特定的具体实例说明本发明的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本发明的其他优点与功效。本发明还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本发明的精神下进行各种修饰或改变。The embodiments of the present invention are described below through specific specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
实施例1:Example 1:
一种混凝土复合掺合料,该混凝土复合掺合料包括以下质量份的原料:A concrete composite admixture, the concrete composite admixture comprises the following raw materials by mass:
硅微粉50份,粉煤灰15份,石灰石粉15份,钢渣粉10份,凝灰岩粉8份,活化剂5份。50 parts of microsilica, 15 parts of fly ash, 15 parts of limestone powder, 10 parts of steel slag powder, 8 parts of tuff powder, and 5 parts of activator.
所述硅微粉是由石英岩经破碎、磨细等工艺而制成的,SiO2含量大于90%。The silicon micropowder is made from quartzite by crushing, grinding and other processes, and the content of SiO 2 is greater than 90%.
所述活化剂包括以下质量份的原料:熟石灰2份、硫酸钠1份、硅酸钠4份、硫酸钙10份、酰胺类混合物0.5份、纤维素醚0.2份、丙烯酸0.5份、环氧树脂1份、分散剂0.2份和水15份。The activator includes the following raw materials by mass: 2 parts of slaked lime, 1 part of sodium sulfate, 4 parts of sodium silicate, 10 parts of calcium sulfate, 0.5 part of amide mixture, 0.2 part of cellulose ether, 0.5 part of acrylic acid, epoxy resin 1 part, 0.2 part of dispersant and 15 parts of water.
所述酰胺类混合物由聚丙烯酰胺、N-N二甲基乙酰胺和聚甲酰胺组成,其质量份数比为:1-3:1:1-2。The amide mixture is composed of polyacrylamide, N-N dimethylacetamide and polyformamide, and the ratio of parts by mass is 1-3:1:1-2.
所述纤维素醚为羟丙基甲基纤维素醚。The cellulose ether is hydroxypropyl methylcellulose ether.
所述分散剂为甲醇。The dispersant is methanol.
一种混凝土复合掺合料的制备方法,该制备方法包括以下步骤:A preparation method of a concrete composite admixture, the preparation method comprising the following steps:
步骤一、先将硅微粉、粉煤灰、石灰石粉、钢渣粉以及凝灰岩粉烘干备用;Step 1, first dry silicon micropowder, fly ash, limestone powder, steel slag powder and tuff powder for use;
步骤二、将酰胺类混合物、纤维素醚、丙烯酸、环氧树脂以及分散剂按照比例加入反应釜中,进行搅拌,在压力为4MPa,温度为60℃条件下反应1.5小时;Step 2, adding the amide mixture, cellulose ether, acrylic acid, epoxy resin and dispersant in proportion to the reaction kettle, stirring, and reacting for 1.5 hours at a pressure of 4MPa and a temperature of 60°C;
步骤三、将上述反应后的混合物,置于超声波发生器中,以200W的超声波处理该混合物30min;Step 3, the mixture after the above-mentioned reaction is placed in an ultrasonic generator, and the mixture is treated with the ultrasonic wave of 200W for 30min;
步骤四、将熟石灰、硫酸钠、硅酸钠、硫酸钙按比例加入到水中,并与第二步得到的混合物混合搅拌30min,得到活化剂前体;Step 4, adding slaked lime, sodium sulfate, sodium silicate and calcium sulfate to the water in proportion, and mixing and stirring with the mixture obtained in the second step for 30min to obtain an activator precursor;
步骤五、将制得的活化剂前体置于功率80W、波长为100nm的强紫外光下,处理30min;Step 5, placing the prepared activator precursor under strong ultraviolet light with a power of 80W and a wavelength of 100nm for 30min;
步骤六、将步骤一中的物料按照比例加入到球磨机粉磨,粉磨细度达勃氏比表面积不低于400m2/kg,或0.08mm方孔筛筛余量不大于2%,或0.045mm方孔筛筛余量不大于20%;Step 6. Add the materials in step 1 to the ball mill for grinding according to the proportion, and the grinding fineness is not less than 400m 2 /kg, or the balance of the 0.08mm square hole sieve is not more than 2%, or 0.045 The sieve allowance of mm square hole sieve is not more than 20%;
步骤七、将步骤三得到的混合物料与所述步骤五中的活化剂一起投入搅拌机中,转速为48r/min,搅拌8min,得到混凝土复合掺合料。Step 7: Put the mixture obtained in step 3 and the activator in step 5 into a mixer, the rotating speed is 48r/min, and the mixture is stirred for 8min to obtain a concrete composite admixture.
混凝土复合掺合料性能:坍落度:215mm,抗压强度1d:20.3MPa;3d:22.7 MPa;7d:28.6 MPa;14d:35.7 MPa;28d:48.1MPa。Concrete composite admixture properties: slump: 215mm, compressive strength 1d: 20.3MPa; 3d: 22.7 MPa; 7d: 28.6 MPa; 14d: 35.7 MPa; 28d: 48.1 MPa.
实施例2:Example 2:
一种混凝土复合掺合料,该混凝土复合掺合料包括以下质量份的原料:A concrete composite admixture, the concrete composite admixture comprises the following raw materials by mass:
硅微粉58份,粉煤灰20份,石灰石粉20份,钢渣粉15份,凝灰岩粉12份,活化剂8份。58 parts of microsilica, 20 parts of fly ash, 20 parts of limestone powder, 15 parts of steel slag powder, 12 parts of tuff powder, and 8 parts of activator.
所述硅微粉是由石英岩经破碎、磨细等工艺而制成的,SiO2含量大于90%。The silicon micropowder is made from quartzite by crushing, grinding and other processes, and the content of SiO 2 is greater than 90%.
所述活化剂包括以下质量份的原料:熟石灰8份、硫酸钠3份、硅酸钠8份、硫酸钙22份、酰胺类混合物1份、纤维素醚0.5份、丙烯酸1.2份、环氧树脂2份、分散剂1.0份和水26份。The activator includes the following raw materials by mass: 8 parts of slaked lime, 3 parts of sodium sulfate, 8 parts of sodium silicate, 22 parts of calcium sulfate, 1 part of amide mixture, 0.5 parts of cellulose ether, 1.2 parts of acrylic acid, epoxy resin 2 parts, 1.0 part of dispersant and 26 parts of water.
所述酰胺类混合物由聚丙烯酰胺、N-N二甲基乙酰胺和聚甲酰胺组成,其质量份数比为:1-3:1:1-2。The amide mixture is composed of polyacrylamide, N-N dimethylacetamide and polyformamide, and the ratio of parts by mass is 1-3:1:1-2.
所述纤维素醚为羟丙基甲基纤维素醚。The cellulose ether is hydroxypropyl methylcellulose ether.
所述分散剂为乙醇。The dispersant is ethanol.
一种混凝土复合掺合料的制备方法,该制备方法包括以下步骤:A preparation method of a concrete composite admixture, the preparation method comprising the following steps:
步骤一、先将硅微粉、粉煤灰、石灰石粉、钢渣粉以及凝灰岩粉烘干备用;Step 1, first dry silicon micropowder, fly ash, limestone powder, steel slag powder and tuff powder for use;
步骤二、将酰胺类混合物、纤维素醚、丙烯酸、环氧树脂以及分散剂按照比例加入反应釜中,进行搅拌,在压力为4MPa,温度为60℃条件下反应1.5小时;Step 2, adding the amide mixture, cellulose ether, acrylic acid, epoxy resin and dispersant in proportion to the reaction kettle, stirring, and reacting for 1.5 hours at a pressure of 4MPa and a temperature of 60°C;
步骤三、将上述反应后的混合物,置于超声波发生器中,以300W的超声波处理该混合物40min;Step 3, the mixture after the above-mentioned reaction is placed in an ultrasonic generator, and the mixture is treated with the ultrasonic wave of 300W for 40min;
步骤四、将熟石灰、硫酸钠、硅酸钠、硫酸钙按比例加入到水中,并与第二步得到的混合物混合搅拌30min,得到活化剂前体;Step 4, adding slaked lime, sodium sulfate, sodium silicate and calcium sulfate to the water in proportion, and mixing and stirring with the mixture obtained in the second step for 30min to obtain an activator precursor;
步骤五、将制得的活化剂前体置于功率90W、波长为150nm的强紫外光下,处理30min;Step 5, placing the obtained activator precursor under strong ultraviolet light with a power of 90W and a wavelength of 150nm for 30min;
步骤六、将步骤一中的物料按照比例加入到球磨机粉磨,粉磨细度达勃氏比表面积不低于400m2/kg,或0.08mm方孔筛筛余量不大于2%,或0.045mm方孔筛筛余量不大于20%;Step 6. Add the materials in step 1 to the ball mill for grinding according to the proportion, and the grinding fineness is not less than 400m 2 /kg, or the balance of the 0.08mm square hole sieve is not more than 2%, or 0.045 The sieve allowance of mm square hole sieve is not more than 20%;
步骤七、将步骤三得到的混合物料与所述步骤五中的活化剂一起投入搅拌机中,转速为48r/min,搅拌8min,得到混凝土复合掺合料。Step 7: Put the mixture obtained in step 3 and the activator in step 5 into a mixer, the rotating speed is 48r/min, and the mixture is stirred for 8min to obtain a concrete composite admixture.
混凝土复合掺合料性能:坍落度:220mm,抗压强度1d:21.8MPa;3d:24.2 MPa;7d:30.7 MPa;14d:38.3 MPa;28d:49.7MPa。Concrete composite admixture properties: slump: 220mm, compressive strength 1d: 21.8MPa; 3d: 24.2 MPa; 7d: 30.7 MPa; 14d: 38.3 MPa; 28d: 49.7 MPa.
实施例3:Example 3:
一种混凝土复合掺合料,该混凝土复合掺合料包括以下质量份的原料:A concrete composite admixture, the concrete composite admixture comprises the following raw materials by mass:
硅微粉60份,粉煤灰30份,石灰石粉30份,钢渣粉20份,凝灰岩粉20份,活化剂15份。60 parts of microsilica, 30 parts of fly ash, 30 parts of limestone powder, 20 parts of steel slag powder, 20 parts of tuff powder, and 15 parts of activator.
所述硅微粉是由石英岩经破碎、磨细等工艺而制成的,SiO2含量大于90%。The silicon micropowder is made from quartzite by crushing, grinding and other processes, and the content of SiO 2 is greater than 90%.
所述活化剂包括以下质量份的原料:熟石灰10份、硫酸钠5份、硅酸钠10份、硫酸钙28份、酰胺类混合物2份、纤维素醚0.8份、丙烯酸1.4份、环氧树脂3份、分散剂1.5份和水28份。The activator includes the following raw materials by mass: 10 parts of slaked lime, 5 parts of sodium sulfate, 10 parts of sodium silicate, 28 parts of calcium sulfate, 2 parts of amide mixture, 0.8 parts of cellulose ether, 1.4 parts of acrylic acid, epoxy resin 3 parts, 1.5 parts of dispersant and 28 parts of water.
所述酰胺类混合物由聚丙烯酰胺、N-N二甲基乙酰胺和聚甲酰胺组成,其质量份数比为:1-3:1:1-2。The amide mixture is composed of polyacrylamide, N-N dimethylacetamide and polyformamide, and the ratio of parts by mass is 1-3:1:1-2.
所述纤维素醚为羟丙基甲基纤维素醚。The cellulose ether is hydroxypropyl methylcellulose ether.
所述分散剂为异丙醇。The dispersant is isopropanol.
一种混凝土复合掺合料的制备方法,该制备方法包括以下步骤:A preparation method of a concrete composite admixture, the preparation method comprising the following steps:
步骤一、先将硅微粉、粉煤灰、石灰石粉、钢渣粉以及凝灰岩粉烘干备用;Step 1, first dry silicon micropowder, fly ash, limestone powder, steel slag powder and tuff powder for use;
步骤二、将酰胺类混合物、纤维素醚、丙烯酸、环氧树脂以及分散剂按照比例加入反应釜中,进行搅拌,在压力为4MPa,温度为60℃条件下反应1.5小时;Step 2, adding the amide mixture, cellulose ether, acrylic acid, epoxy resin and dispersant in proportion to the reaction kettle, stirring, and reacting for 1.5 hours at a pressure of 4MPa and a temperature of 60°C;
步骤三、将上述反应后的混合物,置于超声波发生器中,以400W的超声波处理该混合物50min;Step 3, the mixture after the above-mentioned reaction is placed in an ultrasonic generator, and the mixture is treated with the ultrasonic wave of 400W for 50min;
步骤四、将熟石灰、硫酸钠、硅酸钠、硫酸钙按比例加入到水中,并与第二步得到的混合物混合搅拌30min,得到活化剂前体;Step 4, adding slaked lime, sodium sulfate, sodium silicate and calcium sulfate to the water in proportion, and mixing and stirring with the mixture obtained in the second step for 30min to obtain an activator precursor;
步骤五、将制得的活化剂前体置于功率100W、波长为100-200nm的强紫外光下,处理30min;Step 5, placing the prepared activator precursor under strong ultraviolet light with a power of 100W and a wavelength of 100-200nm for 30min;
步骤六、将步骤一中的物料按照比例加入到球磨机粉磨,粉磨细度达勃氏比表面积不低于400m2/kg,或0.08mm方孔筛筛余量不大于2%,或0.045mm方孔筛筛余量不大于20%;Step 6. Add the materials in step 1 to the ball mill for grinding according to the proportion, and the grinding fineness is not less than 400m 2 /kg, or the balance of the 0.08mm square hole sieve is not more than 2%, or 0.045 The sieve allowance of mm square hole sieve is not more than 20%;
步骤七、将步骤三得到的混合物料与所述步骤五中的活化剂一起投入搅拌机中,转速为50r/min,搅拌10min,得到混凝土复合掺合料。Step 7: Put the mixture obtained in step 3 and the activator in step 5 into a mixer, the rotating speed is 50r/min, and the mixture is stirred for 10min to obtain a concrete composite admixture.
混凝土复合掺合料性能:坍落度:216mm,抗压强度1d:20.8MPa;3d:23.9MPa;7d:29.4 MPa;14d:36.5 MPa;28d:49.7MPa。Concrete composite admixture properties: slump: 216mm, compressive strength 1d: 20.8MPa; 3d: 23.9MPa; 7d: 29.4 MPa; 14d: 36.5 MPa; 28d: 49.7MPa.
将实施例1、实施例2和实施例3得到的混凝土复合掺合料进行活性对比,得到以下结果如表1所示:The concrete composite admixtures obtained in Example 1, Example 2 and Example 3 were compared in activity, and the following results were obtained as shown in Table 1:
表1 活性对比结果Table 1 Activity comparison results
本发明掺合料的性能优异,主要在于本发明活化剂组分具有很强的针对性。其中,硫酸钙针对性补充复合掺合料中的硫酸根,调节复合掺合料的凝结时间与和易性以保证混凝土施工性能。熟石灰将复合掺合料整体保持在碱性环境,以便于保存且与混凝土的碱性环境相适应。硅酸钠为助磨剂,提升全过程的研磨效率。酰胺类混合物为阻锈剂,应用于钢筋混凝土时可以延缓钢筋锈蚀。环氧树脂为粘聚剂、增稠剂,保持混凝土的粘聚性。The excellent performance of the admixture of the present invention is mainly due to the strong pertinence of the activator component of the present invention. Among them, calcium sulfate supplements the sulfate radicals in the composite admixture, and adjusts the setting time and workability of the composite admixture to ensure the concrete construction performance. Hydrated lime keeps the composite admixture as a whole in an alkaline environment for easy preservation and compatibility with the alkaline environment of concrete. Sodium silicate is used as a grinding aid to improve the grinding efficiency of the whole process. The amide compound is a rust inhibitor, which can delay the corrosion of steel bars when applied to reinforced concrete. Epoxy resin is a cohesive agent and thickener to maintain the cohesiveness of concrete.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.
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