CN107986643A - A kind of admixture prepared with gypsum activation slag and miberal powder and the high performance concrete prepared using admixture - Google Patents
A kind of admixture prepared with gypsum activation slag and miberal powder and the high performance concrete prepared using admixture Download PDFInfo
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- 239000002893 slag Substances 0.000 title claims abstract description 76
- 239000000843 powder Substances 0.000 title claims abstract description 50
- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 29
- 239000010440 gypsum Substances 0.000 title claims abstract description 29
- 239000004574 high-performance concrete Substances 0.000 title claims abstract description 23
- 230000004913 activation Effects 0.000 title claims abstract description 9
- 239000004568 cement Substances 0.000 claims abstract description 22
- 239000000463 material Substances 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000000203 mixture Substances 0.000 claims abstract description 11
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 8
- 239000004575 stone Substances 0.000 claims abstract description 8
- 239000004576 sand Substances 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 64
- 239000010959 steel Substances 0.000 claims description 63
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 24
- 239000000292 calcium oxide Substances 0.000 claims description 14
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 claims description 4
- 239000003818 cinder Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 42
- 230000000694 effects Effects 0.000 abstract description 31
- 230000005284 excitation Effects 0.000 abstract description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 description 33
- 235000010755 mineral Nutrition 0.000 description 33
- 239000011707 mineral Substances 0.000 description 33
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 17
- 235000012255 calcium oxide Nutrition 0.000 description 13
- 239000012190 activator Substances 0.000 description 8
- 238000002360 preparation method Methods 0.000 description 8
- 229910052742 iron Inorganic materials 0.000 description 7
- 239000000126 substance Substances 0.000 description 6
- 229910004298 SiO 2 Inorganic materials 0.000 description 5
- 239000011575 calcium Substances 0.000 description 4
- 238000006703 hydration reaction Methods 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000010881 fly ash Substances 0.000 description 3
- 230000036571 hydration Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002910 solid waste Substances 0.000 description 3
- 239000011230 binding agent Substances 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 239000000920 calcium hydroxide Substances 0.000 description 2
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- WETINTNJFLGREW-UHFFFAOYSA-N calcium;iron;tetrahydrate Chemical compound O.O.O.O.[Ca].[Fe].[Fe] WETINTNJFLGREW-UHFFFAOYSA-N 0.000 description 2
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 229910001653 ettringite Inorganic materials 0.000 description 2
- 238000000227 grinding Methods 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 238000011276 addition treatment Methods 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- UGGQKDBXXFIWJD-UHFFFAOYSA-N calcium;dihydroxy(oxo)silane;hydrate Chemical compound O.[Ca].O[Si](O)=O UGGQKDBXXFIWJD-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000005431 greenhouse gas Substances 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229920005646 polycarboxylate Polymers 0.000 description 1
- 239000013641 positive control Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000004936 stimulating effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000002195 synergetic effect Effects 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
- C04B7/00—Hydraulic cements
- C04B7/14—Cements containing slag
- C04B7/147—Metallurgical slag
- C04B7/153—Mixtures thereof with other inorganic cementitious materials or other activators
- C04B7/21—Mixtures thereof with other inorganic cementitious materials or other activators with calcium sulfate containing activators
-
- 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
- C04B28/08—Slag cements
- C04B28/082—Steelmaking slags; Converter slags
-
- 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
- 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
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域technical field
本发明属于建筑材料技术领域,更具体地,涉及一种用石膏激发钢渣和矿粉制备的掺合料及利用掺合料制备的高性能混凝土。The invention belongs to the technical field of building materials, and more specifically relates to an admixture prepared by using gypsum to excite steel slag and mineral powder and high-performance concrete prepared by using the admixture.
背景技术Background technique
近年来,我国每年有近30亿立方米的混凝土用于基础设施建设和国家重点工程建设,为国民经济增长和社会的进步发挥了重要作用。但与此同时,水泥混凝土行业的高速发展消耗了大量的资源能源,并排放出大量的温室气体,对环境造成了严重的污染。我国每年生产的混凝土所需的水泥需要燃烧标准煤近1.8亿吨,直接产生的CO2近9亿吨,约占全世界CO2排放量的10%。In recent years, nearly 3 billion cubic meters of concrete has been used in infrastructure construction and national key project construction in my country every year, which has played an important role in national economic growth and social progress. But at the same time, the rapid development of the cement concrete industry consumes a lot of resources and energy, and emits a lot of greenhouse gases, causing serious pollution to the environment. The cement required for the concrete produced in China needs to burn nearly 180 million tons of standard coal, which directly produces nearly 900 million tons of CO 2 , accounting for about 10% of the world's CO 2 emissions.
同时,我国是重要的钢铁生产国,我国钢产量已连续14年保持世界第一,并且遥遥领先于其他国家。随着钢铁工业的快速发展,其固体废弃物的排放量也快速增长。2010年,全国工业固体废物产生量为240943.5万吨,钢铁排放量为498.2万吨。这些固体废弃物如得不到有效地利用而长期堆积将会占用土地、淤塞河道、破坏环境并造成污染。钢渣、矿渣与粉煤灰是我国钢铁工业主要工业废弃物,其中矿渣与粉煤灰目前已在水泥与混凝土行业得到了大量有效的利用,矿渣的利用率达到90%以上,二级以上粉煤灰在水泥混凝土中的应用也已非常普遍。相比之下,钢渣因其活性低、安定性问题导致其利用率一直较低。At the same time, my country is an important steel producer. my country's steel output has been ranked first in the world for 14 consecutive years, and it is far ahead of other countries. With the rapid development of the iron and steel industry, its solid waste emissions are also increasing rapidly. In 2010, the national industrial solid waste generation was 2,409.435 million tons, and the iron and steel discharge was 4.982 million tons. If these solid wastes are not effectively utilized and piled up for a long time, they will occupy land, silt up river courses, damage the environment and cause pollution. Steel slag, slag and fly ash are the main industrial wastes of my country's iron and steel industry. Among them, slag and fly ash have been effectively used in cement and concrete industries, and the utilization rate of slag has reached more than 90%. The application of ash in cement concrete is also very common. In contrast, the utilization rate of steel slag has been low due to its low activity and stability problems.
目前,国内外关于粉煤灰和钢渣、矿渣等矿物掺合料的活性激发方法主要有物理细磨、单掺激活剂和加钙处理等。但是,钢渣的活性激发效果和利用率仍需要进一步的提升。因此寻找合适的钢渣和矿粉活性激发剂,使得钢渣和矿粉掺合料的活性得到进一步的提升,在提高混凝土强度的同时提高钢渣的掺和比例,对于减少水泥生产原料使用量、水泥生产能耗和水泥生产污染物排放量,增加钢渣和矿粉附加值,满足绿色低碳经济的发展具有重大的应用价值。At present, the active activation methods of fly ash, steel slag, slag and other mineral admixtures at home and abroad mainly include physical fine grinding, single doping of activator and calcium addition treatment. However, the activation effect and utilization rate of steel slag still need to be further improved. Therefore, looking for a suitable steel slag and mineral powder active activator can further improve the activity of steel slag and mineral powder admixture, increase the mixing ratio of steel slag while increasing the strength of concrete, and reduce the amount of raw materials used in cement production and cement production. Energy consumption and cement production pollutant emissions, increasing the added value of steel slag and mineral powder, and meeting the development of a green and low-carbon economy have great application value.
发明内容Contents of the invention
本发明的目的在于提供一种用石膏激发矿粉和钢渣制备的掺合料。通过采用石膏对钢渣的激发作用,以及钢渣和矿粉的协同作用和相互激发作用,使得钢渣、矿粉和石膏制备的掺合料的活性得到较好的提升,由该掺合料替代部分水泥制备的混凝土具有较好的早期强度和后期强度。The object of the present invention is to provide an admixture prepared by using gypsum to excite mineral powder and steel slag. By adopting the excitation effect of gypsum on steel slag, as well as the synergistic and mutual excitation effect of steel slag and mineral powder, the activity of the admixture prepared by steel slag, mineral powder and gypsum is better improved, and part of cement is replaced by this admixture The prepared concrete has better early strength and later strength.
本发明的另一目的在于提供所述掺合料在制备混凝土中的应用。Another object of the present invention is to provide the application of the admixture in the preparation of concrete.
本发明的再一目的在于一种高性能混凝土。所述高性能混凝土添加了本发明所述掺合料,用以替代部分水泥制备混凝土;采用所述掺合料不仅克服了单掺钢渣带来的混凝土强度的降低,还增强了混凝土的工作性能、早期强度和后期强度。Another object of the present invention is a high performance concrete. The admixture described in the present invention is added to the high-performance concrete to replace part of the cement to prepare concrete; the admixture not only overcomes the reduction of concrete strength caused by single-mixed steel slag, but also enhances the working performance of the concrete , early strength and late strength.
本发明的上述目的是通过以下技术方案予以实现的:Above-mentioned purpose of the present invention is achieved through the following technical solutions:
一种用石膏激发钢渣和矿粉制备的掺合料,所述掺合料由钢渣、矿粉和石膏以重量比(8~10):(20~22):(1~3)混合组成。An admixture prepared by using gypsum to stimulate steel slag and mineral powder, the admixture is composed of steel slag, mineral powder and gypsum in a weight ratio of (8-10):(20-22):(1-3).
钢渣和矿粉相互激发活性的原理:将磨细钢渣粉与矿粉复合,一方面所用钢渣粉和矿粉的比表面积大于水泥,可以提供更优的颗粒级配,使得混凝土达到更加理想的密实状态;另一方面矿粉可以降低钢渣混掺胶凝材料的C/S比,使得水化产物中的硬硅钙石生成量增加,表现为水泥石的强度提高,另外,矿粉中SiO2和MgO、FeO等会生成具备较高的强度的水化产物。在相互协调方面,矿粉与钢渣复合作为掺合料,一方面矿粉能吸收钢渣中的游离氧化钙而克服钢渣可能存在的安定性不良问题,另一方面钢渣中的游离氧化钙及其水化产物氢氧化钙同样也可作为矿粉二次水化反应的激发剂,二者复合具有较高的实用价值。The principle of mutual activation of steel slag and mineral powder: compound finely ground steel slag powder and mineral powder. On the one hand, the specific surface area of the steel slag powder and mineral powder used is larger than that of cement, which can provide better particle gradation and make the concrete more compact. State; on the other hand, mineral powder can reduce the C/S ratio of steel slag-mixed cementitious materials, so that the amount of xonotlite in the hydration product increases, which is manifested as an increase in the strength of cement stone. In addition, the SiO 2 in mineral powder And MgO, FeO, etc. will generate hydration products with higher strength. In terms of mutual coordination, mineral powder and steel slag are compounded as admixtures. On the one hand, mineral powder can absorb free calcium oxide in steel slag to overcome the problem of poor stability of steel slag. On the other hand, free calcium oxide and its water content in steel slag Calcium hydroxide, the product of calcium hydroxide, can also be used as an activator for the secondary hydration reaction of mineral powder, and the combination of the two has high practical value.
石膏对钢渣和矿粉的活性激发原理:虽然钢渣和矿含有较多的CaO,但其形成的游离Ca+极少,而石膏能够提供较多的游离Ca+,游离Ca+水化后再与钢渣中的SiO2、Fe2O3、Al2O3等反应生成相应的水化产物,即水化硅酸钙、水化铁酸钙、水化铝酸钙等等;此外,石膏所提供的SO4-与钢渣和矿粉中的C3A、C4AF可以反应生成钙矾石。因为添加了合适比例的石膏,使得混合掺合料中的水化硅酸钙、水化铁酸钙、水化铝酸钙等等及钙矾石含量的增加,从而使得掺合料的活性提高,进而使用利用该掺合料制备的混凝土的早起强度和后期强度得以提高。The activation principle of gypsum on steel slag and mineral powder: Although steel slag and ore contain more CaO, the formation of free Ca + is very little, while gypsum can provide more free Ca + , and the free Ca + can be hydrated with SiO 2 , Fe 2 O 3 , Al 2 O 3 in steel slag react to generate corresponding hydration products, namely calcium silicate hydrate, calcium ferrite hydrate, calcium aluminate hydrate, etc.; in addition, the gypsum provided SO 4 - can react with C 3 A and C 4 AF in steel slag and mineral powder to form ettringite. Because of the addition of an appropriate proportion of gypsum, the content of calcium silicate hydrate, calcium ferrite hydrate, calcium aluminate hydrate, etc. and ettringite in the mixed admixture increases, thereby improving the activity of the admixture , and then the early strength and late strength of the concrete prepared by using the admixture are improved.
优选地,所述掺合料由钢渣、矿粉和石膏以重量比9:21:2混合组成。Preferably, the admixture is composed of steel slag, mineral powder and gypsum mixed in a weight ratio of 9:21:2.
优选地,所述钢渣为韶钢转炉钢渣,比表面积为500~700m2/kg;钢渣氧化钙的含量低于50%。所述钢渣为韶钢钢铁集团有限公司提供的转炉钢渣,其化学组成中主要成分为CaO、SiO2、Fe2O3,且CaO、SiO2、MgO、Fe2O3的含量与水泥的化学组成成分相似,拥有潜在胶凝活性。Preferably, the steel slag is converter steel slag of Shaoyang Iron and Steel Co., Ltd., with a specific surface area of 500-700m 2 /kg; the calcium oxide content of the steel slag is less than 50%. The steel slag is converter steel slag provided by Shaogang Iron and Steel Group Co. , Ltd. The main components of its chemical composition are CaO, SiO 2 , Fe 2 O 3 Similar in composition, possessing latent gelling activity.
优选地,所述矿粉为韶钢钢铁集团有限公司提供的S95级粒化高炉矿渣微粉,密度为2.83g/cm3,比表面积为413m2/kg。其化学组成中主要成分为CaO、SiO2、Al2O3,虽然CaO含量较高,但游离的CaO含量并不多。且其中CaO、SiO2、Al2O3、Fe2O3和MgO含量与水泥的化学组成成分相似,拥有潜在胶凝活性。Preferably, the ore powder is S95 granulated blast furnace slag fine powder provided by Shaogang Iron and Steel Group Co., Ltd., with a density of 2.83g/cm3 and a specific surface area of 413m 2 /kg. The main components of its chemical composition are CaO, SiO 2 , and Al 2 O 3 . Although the CaO content is relatively high, the free CaO content is not much. And the contents of CaO, SiO 2 , Al 2 O 3 , Fe 2 O 3 and MgO are similar to the chemical composition of cement, and have potential gelling activity.
本发明同时还保护所述掺合料在制备高性能混凝土中的应用。At the same time, the invention also protects the application of the admixture in the preparation of high-performance concrete.
本发明同时还保护利用所述掺合料制备的高性能混凝土,所述高性能混凝土包括如下组分:胶凝材料300~500份;石料1000~1200份;砂600~700份;水100~150份;减水剂3~10份;所述掺合料为总胶凝材料的25%~35%。所述总胶凝材料由胶凝材料和掺合料组成。The present invention also protects the high-performance concrete prepared by using the admixture. The high-performance concrete includes the following components: 300-500 parts of cementitious material; 1000-1200 parts of stone; 600-700 parts of sand; 100-500 parts of water 150 parts; 3-10 parts of water reducing agent; the admixture is 25%-35% of the total gelling material. The total cementitious material consists of cementitious material and admixtures.
优选地,所述掺合料占总胶凝材料的30%。Preferably, the admixture comprises 30% of the total gelling material.
优选地,所述高性能混凝土的水胶比为0.25~0.28,是用水量与总凝胶材料用量的比值。Preferably, the water-binder ratio of the high-performance concrete is 0.25-0.28, which is the ratio of water consumption to total gel material consumption.
优选地,所述高性能混凝土的水胶比为0.26,是用水量与总凝胶材料用量的比值。Preferably, the water-binder ratio of the high-performance concrete is 0.26, which is the ratio of water consumption to total gel material consumption.
优选地,所述高性能混凝土包括如下组分:胶凝材料343份;石料1090份;砂668份;水125份;减水剂9.8份;掺合料为总胶凝材料的30%。Preferably, the high-performance concrete includes the following components: 343 parts of cementitious material; 1090 parts of stone material; 668 parts of sand; 125 parts of water; 9.8 parts of water reducer;
本发明的优点和有益效果:Advantages and beneficial effects of the present invention:
本发明通过采用石膏激发钢渣的活性,以及钢渣和矿粉之间的相互激发作用,提高了钢渣和矿粉混合后的活性,通过采用该高活性的掺合料代替部分水泥制备混凝土,可以保证混凝土工作性能的同时,明显改善混凝土的早期强度和后期强度以及混凝土的活性指数。本发明原料廉价、易获取,既缓解了高强混凝土对水泥消耗量的压力,又提高了钢渣或矿粉作为掺合料的效果,符合可持续发展的需要。The invention improves the activity of steel slag and mineral powder by using gypsum to stimulate the activity of steel slag and the interaction between steel slag and mineral powder. By using this highly active admixture instead of part of cement to prepare concrete, it can ensure While improving the working performance of concrete, it can obviously improve the early strength and later strength of concrete and the activity index of concrete. The raw material of the invention is cheap and easy to obtain, not only relieves the pressure of high-strength concrete on cement consumption, but also improves the effect of steel slag or mineral powder as admixture, and meets the needs of sustainable development.
具体实施方式Detailed ways
以下结合实施例对本发明作进一步详细的描述,但本发明的实施方式不限于此。以下实施例为本发明较佳的实施方式,但本发明的实施方式并不受上述实施例的限制,其他的任何未背离本发明的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本发明的保护范围之内。The present invention will be described in further detail below in conjunction with examples, but the embodiments of the present invention are not limited thereto. The following examples are preferred embodiments of the present invention, but the embodiments of the present invention are not limited by the above examples, and any other changes, modifications, substitutions, combinations, Simplifications should be equivalent replacement methods, and all are included in the protection scope of the present invention.
实施例1掺合料的制备The preparation of embodiment 1 admixture
掺合料的制备过程:将韶钢转炉钢渣机械粉磨后,得到比表面积为500~700m2/kg的钢渣粉;韶钢钢铁集团有限公司提供的S95级粒化高炉矿渣微粉,密度为2.83g/cm3,比表面积为413m2/kg;市面上购买的石膏;将三者以质量比为9:21:2混合,即得掺合料,记为GF。其中钢渣和矿粉的化学组成分别见下表1和表2。The preparation process of the admixture: After mechanically grinding the converter steel slag of Shaogang, the steel slag powder with a specific surface area of 500-700m 2 /kg is obtained; the S95 grade granulated blast furnace slag powder provided by Shaogang Iron and Steel Group Co., Ltd. has a density of 2.83 g/cm 3 , the specific surface area is 413m 2 /kg; gypsum purchased on the market; the three are mixed at a mass ratio of 9:21:2 to obtain the admixture, which is recorded as GF. The chemical compositions of steel slag and slag powder are shown in Table 1 and Table 2 below, respectively.
表1钢渣化学组成(%)Table 1 Steel slag chemical composition (%)
表2矿粉化学组成(%)Table 2 Mineral Powder Chemical Composition (%)
实施例2混凝土的制备The preparation of embodiment 2 concrete
将实施例1制备的GF用于制备高性能混凝土,制备混凝土所用水泥为广州市珠江水泥有限公司生产的P.II42.5R水泥;碎石为采用广州安德建筑构件有限公司提供的碎石,产地为增城永和,岩石品种为花岗岩;减水剂广州安德建筑构件有限公司提供的聚羧酸高性能减水剂HPC-R,减水剂为浅棕色液体。The GF prepared in Example 1 is used to prepare high-performance concrete, and the cement used for preparing the concrete is P.II42.5R cement produced by Guangzhou Zhujiang Cement Co., Ltd.; the crushed stone is the crushed stone provided by Guangzhou Ande Construction Components Co., Ltd., The place of origin is Zengcheng Yonghe, and the rock type is granite; the water reducer is the polycarboxylate high-performance water reducer HPC-R provided by Guangzhou Ande Construction Components Co., Ltd., and the water reducer is light brown liquid.
混凝土制备所用原料及用量见表3。10组混凝土在制备过程中,除胶凝材料外,其他原料用量和制备方法保持一致。胶凝材料中掺合料按总胶凝材料质量的30%代替水泥,分别与净水泥混凝土、同等掺量的单掺钢渣、单掺矿粉以及钢渣与矿粉以15:15或21:9混合的掺合料制备的混凝土对比。其中针对石膏激发剂,采用空白对照和生石灰阳性对照。制备的混凝土的工作性能及各龄期抗压强度见表4。The raw materials and dosage used in concrete preparation are shown in Table 3. In the preparation process of the 10 groups of concrete, except for the cementitious material, the dosage of other raw materials and the preparation method are consistent. The admixture in the cementitious material is 30% of the total cementitious material instead of cement, and is mixed with net cement concrete, the same amount of single-mixed steel slag, single-mixed mineral powder, and steel slag and mineral powder at a ratio of 15:15 or 21:9. Concrete comparison prepared with mixed admixtures. For the gypsum stimulator, a blank control and quicklime positive control were used. The working performance and compressive strength of the prepared concrete are shown in Table 4.
表3混凝土配合比Table 3 concrete mix ratio
表4混凝土工作性能和抗压强度Table 4 Concrete work performance and compressive strength
对表4中的结果分析,从第2~4组数据来看,与钢渣或矿粉单掺相比,即使没有添加激发剂,钢渣与矿粉二元复合后制备的混凝土工作性能、抗压强度和活性指数均稍有增加。由此可知,钢渣和矿粉二元复合后,两者之间具有较好的协同和相互激发作用。According to the analysis of the results in Table 4, from the data of the 2nd to 4th groups, compared with the single mixing of steel slag or slag powder, even if no activator is added, the concrete prepared by the binary compound of steel slag and slag powder has better working performance and compressive strength. Both strength and activity index increased slightly. It can be seen that after the binary compounding of steel slag and mineral powder, the two have better synergy and mutual excitation.
从第4组和第8~10组数据来看,在钢渣和矿粉掺和比例相同的情况下,添加了石膏制备的混凝土在工作性能、抗压强度和活性指数方面均明显得到改善;其中当钢渣:矿粉:石膏的重量比为9:21:2时,混凝土的工作性能、抗压强度和活性指数最佳,即表4中第9组数据,在早期强度和后期强度方面具有明显的提升。从第7组数据和第8~10组数据来看,当石膏的用量偏少时,即石膏的用量不在本发明保护范围内时,其对于钢渣的活性激发效果较差,制备的混凝土的早期强度和后期强度改善效果不明显。由此可知,石膏对于钢渣和矿粉的活性具有激发作用,且三者的用量只有在本发明所述比例范围内时,掺合料的活性较好,可明显提高混凝土的早期强度和后期强度。From the data of Group 4 and Groups 8-10, in the case of the same mixing ratio of steel slag and mineral powder, the concrete prepared by adding gypsum is obviously improved in terms of work performance, compressive strength and activity index; among them When the weight ratio of steel slag: slag: gypsum is 9:21:2, the working performance, compressive strength and activity index of concrete are the best, that is, the data of group 9 in Table 4, which has obvious advantages in early strength and later strength. improvement. From the data of the 7th group and the data of the 8th to 10th groups, when the amount of gypsum is too small, that is, when the amount of gypsum is not within the protection scope of the present invention, its activation effect on steel slag is relatively poor, and the early stage of the prepared concrete Intensity and late strength improvement effects are not obvious. It can be seen that gypsum has an exciting effect on the activity of steel slag and mineral powder, and when the amount of the three is only within the proportion range of the present invention, the activity of the admixture is better, and the early strength and later strength of concrete can be obviously improved. .
从第1组和第5组数据来看,与纯水泥制备的混凝土相比,当生石灰作为激发剂时,混凝土抗压强度和活性指数都有所改善,但改善效果不明显。从第5组和第8~10组数据来看,当采用石膏作为激发剂时,混凝土的抗压强度和活性指数均明显高于生石灰作为激发剂制备的混凝土。由此可见,石膏对钢渣和矿粉复合掺合料活性的激发作用明显强与生石灰。From the data of Group 1 and Group 5, compared with the concrete prepared with pure cement, when quicklime is used as the activator, the compressive strength and activity index of the concrete are improved, but the improvement effect is not obvious. From the data of Group 5 and Group 8-10, when gypsum is used as the activator, the compressive strength and activity index of the concrete are significantly higher than those prepared with quicklime as the activator. It can be seen that the stimulating effect of gypsum on the activity of steel slag and mineral powder composite admixture is obviously stronger than that of quicklime.
综上,当采用石膏作为钢渣和矿粉的激发剂时,钢渣和矿粉的活性得到了极大的激发,采用此掺合料制备混凝土,在保证混凝土工作性能的前提条件下,可明显提高混凝土的抗压强度和活性指数。In summary, when gypsum is used as the activator of steel slag and mineral powder, the activity of steel slag and mineral powder is greatly stimulated. Using this admixture to prepare concrete can significantly improve the performance of concrete under the premise of ensuring the performance of concrete. Compressive strength and activity index of concrete.
Claims (10)
- A kind of 1. admixture prepared with gypsum activation slag and miberal powder, it is characterised in that the admixture by slag, miberal powder and Gypsum is with mass ratio(8~10):(20~22):(1~3)Mixing composition.
- 2. admixture according to claim 1, it is characterised in that the admixture is by slag, miberal powder and gypsum with quality Than 9:21:2 mixing compositions.
- 3. admixture according to claim 1, it is characterised in that the slag is splendid steel converter slag, and specific surface area is 500~700m2/kg;The content of slag calcium oxide is less than 50%.
- 4. admixture according to claim 1, it is characterised in that the slag is S95 grades of graining blast-furnace cinder micro-powders, close Spend for 2.83g/cm3, specific surface area 413m2/kg。
- A kind of 5. application of any admixture of Claims 1 to 4 in high performance concrete is prepared.
- 6. a kind of high performance concrete, it is characterised in that the high performance concrete includes following component:Cementitious material 300~ 500 parts;1000~1200 parts of building stones;600~700 parts of sand;100~150 parts of water;3~10 parts of water-reducing agent;Claims 1 to 4 is appointed One admixture is the 25%~35% of total cementitious material.
- 7. high performance concrete according to claim 6, it is characterised in that admixture accounts for the 30% of total cementitious material.
- 8. high performance concrete according to claim 6, it is characterised in that the water-cement ratio of the high performance concrete is 0.25~0.28.
- 9. high performance concrete according to claim 8, it is characterised in that the water-cement ratio of the high performance concrete is 0.26。
- 10. high performance concrete according to claim 6, it is characterised in that the high performance concrete includes such as the following group Point:343 parts of cementitious material;1090 parts of building stones;668 parts of sand;125 parts of water;9.8 parts of water-reducing agent;Admixture is total cementitious material 30%。
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