CN102180606A - Geopolymer-like cement and preparation method thereof - Google Patents
Geopolymer-like cement and preparation method thereof Download PDFInfo
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- 238000002360 preparation method Methods 0.000 title claims abstract description 34
- 239000004568 cement Substances 0.000 title claims abstract description 8
- 229920003041 geopolymer cement Polymers 0.000 claims abstract description 52
- 239000011413 geopolymer cement Substances 0.000 claims abstract description 52
- 239000007787 solid Substances 0.000 claims abstract description 35
- 239000002002 slurry Substances 0.000 claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000003245 coal Substances 0.000 claims abstract description 22
- 238000000605 extraction Methods 0.000 claims abstract description 21
- 239000004575 stone Substances 0.000 claims abstract description 21
- 229910052720 vanadium Inorganic materials 0.000 claims abstract description 21
- LEONUFNNVUYDNQ-UHFFFAOYSA-N vanadium atom Chemical compound [V] LEONUFNNVUYDNQ-UHFFFAOYSA-N 0.000 claims abstract description 21
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000003756 stirring Methods 0.000 claims abstract description 15
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910001388 sodium aluminate Inorganic materials 0.000 claims abstract description 13
- 238000000498 ball milling Methods 0.000 claims abstract description 10
- 150000008044 alkali metal hydroxides Chemical class 0.000 claims abstract description 8
- 238000001354 calcination Methods 0.000 claims abstract description 6
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical group [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 claims description 33
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical group [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 31
- 239000000463 material Substances 0.000 claims description 19
- 239000000203 mixture Substances 0.000 claims description 16
- 229910021487 silica fume Inorganic materials 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 11
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 7
- 229910004298 SiO 2 Inorganic materials 0.000 claims description 5
- 239000000377 silicon dioxide Substances 0.000 claims description 5
- 235000012239 silicon dioxide Nutrition 0.000 claims description 5
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 4
- 229910052681 coesite Inorganic materials 0.000 claims description 4
- 229910052906 cristobalite Inorganic materials 0.000 claims description 4
- 229910052682 stishovite Inorganic materials 0.000 claims description 4
- 229910052905 tridymite Inorganic materials 0.000 claims description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 claims description 3
- 229910052593 corundum Inorganic materials 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 229910001845 yogo sapphire Inorganic materials 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 abstract description 14
- 238000005260 corrosion Methods 0.000 abstract description 14
- 239000000126 substance Substances 0.000 abstract description 12
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 abstract description 9
- 238000007654 immersion Methods 0.000 abstract 1
- 239000011863 silicon-based powder Substances 0.000 abstract 1
- 229920000876 geopolymer Polymers 0.000 description 12
- 239000002994 raw material Substances 0.000 description 10
- 239000012190 activator Substances 0.000 description 7
- 239000003513 alkali Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- 239000007769 metal material Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000011147 inorganic material Substances 0.000 description 2
- 229920000592 inorganic polymer Polymers 0.000 description 2
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- JHISIGSCVMVTET-UHFFFAOYSA-N [P].CN Chemical compound [P].CN JHISIGSCVMVTET-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- CSDREXVUYHZDNP-UHFFFAOYSA-N alumanylidynesilicon Chemical compound [Al].[Si] CSDREXVUYHZDNP-UHFFFAOYSA-N 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- 229910052700 potassium Inorganic materials 0.000 description 1
- 239000011591 potassium Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 238000005728 strengthening Methods 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
- 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
- C04B28/006—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 mineral polymers, e.g. geopolymers of the Davidovits type
-
- 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
- C04B12/00—Cements not provided for in groups C04B7/00 - C04B11/00
- C04B12/005—Geopolymer cements, e.g. reaction products of aluminosilicates with alkali metal hydroxides or silicates
-
- 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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/02—Treatment
- C04B20/04—Heat treatment
-
- 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
-
- 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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- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Geochemistry & Mineralogy (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Thermal Sciences (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
本发明涉及一种类地聚合物水泥及其制备方法。其方案是按下述各组分制备:石煤提钒尾矿为62~73wt%、固体碱金属氢氧化物为5~10wt%、固体铝酸钠为7~11wt%、超细活性微硅粉为8~16wt%和偏高岭土为6~13wt%。制备步骤是:先向石煤提钒尾矿中加固体碱金属氢氧化物,搅拌,干法球磨和煅烧;再向其中加入固体铝酸钠、超细活性微硅粉和偏高岭土,搅拌,干法球磨后制得类地聚合物水泥成品;使用时向该水泥成品中加水,边搅拌边注浆,室温下形成硬化浆体。本发明具有操作简单、成本低和对容器及人体的化学腐蚀程度低的特点,所制备的类地聚合物水泥的硬化浆体抗压强度和抗折强度高,对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。The invention relates to a type of geopolymer cement and a preparation method thereof. The scheme is prepared according to the following components: 62-73wt% of tailings for vanadium extraction from stone coal, 5-10wt% of solid alkali metal hydroxide, 7-11wt% of solid sodium aluminate, ultrafine active micro-silicon Powder is 8-16wt% and metakaolin is 6-13wt%. The preparation steps are: firstly adding solid alkali metal hydroxide to the tailings of vanadium extraction from stone coal, stirring, dry ball milling and calcining; After dry ball milling, a geopolymer-like cement product is obtained; when in use, water is added to the cement product, grouting is performed while stirring, and a hardened slurry is formed at room temperature. The invention has the characteristics of simple operation, low cost and low degree of chemical corrosion to containers and human bodies. The hardened slurry of the prepared geopolymer cement has high compressive strength and flexural strength, and is resistant to sulfate corrosion and water immersion. It has strong resistance to corrosion, alkali-aggregate reaction, and good dry shrinkage resistance.
Description
技术领域technical field
本发明属于地聚合物技术领域,具体涉及一种类地聚合物水泥及其制备方法。The invention belongs to the technical field of geopolymers, and in particular relates to a kind of geopolymer cement and a preparation method thereof.
背景技术Background technique
随着人类对资源的不断开发以及环保意识的不断强化,未来材料总的发展趋势为逐步由非金属材料部分地替代金属材料,而在非金属材料中,无机材料在许多领域中将越来越多地取代有机材料。由蕴藏量极其丰富而价廉的无机矿物制备无毒、耐高温、高强度的无机材料是当今世界材料学研究的重要方向之一。地聚合物是一类新型的高性能无机聚合物材料,是碱激活胶凝材料中最具前途的一类。地聚合物的性能独特,在建筑材料、固废材料、密封材料和耐高温材料等方面均显示出巨大的应用前景。With the continuous development of human resources and the continuous strengthening of environmental awareness, the general development trend of future materials is to gradually replace metal materials with non-metallic materials, and among non-metallic materials, inorganic materials will become more and more popular in many fields. Many places replace organic materials. The preparation of non-toxic, high-temperature-resistant, high-strength inorganic materials from extremely abundant and cheap inorganic minerals is one of the important directions of material science research in the world today. Geopolymers are a new class of high-performance inorganic polymer materials, and they are the most promising class of alkali-activated gelling materials. Geopolymers have unique properties and show great application prospects in building materials, solid waste materials, sealing materials and high temperature resistant materials.
在国内外制备地聚合物的工艺中,一般是通过偏高岭土、粉煤灰等活性Si-Al质原材料在溶液状态的碱性激发剂(例如氢氧化钠、氢氧化钾、硅酸钠、硅酸钾等)作用下形成具有一定强度、且具有三维网状结构的无机聚合物(徐宇晴,齐季,于淏.一种新的制备地聚合物材料的方法[P].CN 200710003404.6,2007;S.Andini,R.Cioffi,F.Colangelo,et al.Coal fly ashas raw material for the manufacture of geopolymer-based products[J].Waste Management,2008,28:416~423),即为“地聚合物”。由于其生产过程避开了生产普通硅酸盐水泥那样需要大量消耗资源和能源,基本不排放CO2,而且可以以工业生产中废弃的固体硅铝质材料为原料,因而地聚合物材料已经引起越来越多的材料研究者的关注。但在传统的制备地聚合物工艺中包含“配制碱激发剂溶液”这一步骤,由于具有粘稠性和强碱性的碱激发剂溶液对盛装容器以及人体均易造成化学腐蚀,且临时配制碱激发剂溶液过程繁琐,又加上针对不同的硅铝原材料,水和固体碱激发剂的加入量无统一标准,所以,这无形中给地聚合物的大面积推广应用带来极大困难。In the process of preparing geopolymers at home and abroad, generally, the basic activator (such as sodium hydroxide, potassium hydroxide, sodium silicate, silicon dioxide, etc.) Potassium acid, etc.) to form an inorganic polymer with a certain strength and a three-dimensional network structure (Xu Yuqing, Qi Ji, Yu Hao. A new method for preparing geopolymer materials [P].CN 200710003404.6, 2007; S.Andini, R.Cioffi, F.Colangelo, et al.Coal fly ashas raw material for the manufacture of geopolymer-based products[J].Waste Management, 2008, 28:416~423), that is, "geopolymer ". Because its production process avoids the need to consume a large amount of resources and energy like the production of ordinary Portland cement, basically does not emit CO 2 , and can use solid silica-alumina materials discarded in industrial production as raw materials, geopolymer materials have attracted attention. Attention of more and more material researchers. However, the step of "preparing alkali activator solution" is included in the traditional preparation process of geopolymers. Due to the viscous and strongly alkaline alkali activator solution, it is easy to cause chemical corrosion to the container and the human body, and the temporary preparation The alkali activator solution process is cumbersome, and there is no uniform standard for the addition of water and solid alkali activator for different silicon-aluminum raw materials, so this virtually brings great difficulties to the large-scale application of geopolymers.
发明内容Contents of the invention
本发明旨在克服现有技术缺陷,目的是提供一种工艺简单、成本低的类地聚合物水泥及其硬化浆体的制备方法;用该方法制备的类地聚合物水泥可大大降低生产和使用过程中对容器和人体造成的化学腐蚀程度,且硬化浆体的抗压强度和抗折强度高,对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。The present invention aims to overcome the defects of the prior art, and the purpose is to provide a preparation method of geopolymer cement and hardened slurry thereof with simple process and low cost; the geopolymer cement prepared by the method can greatly reduce production and The degree of chemical corrosion caused to the container and the human body during use, and the hardened slurry has high compressive strength and flexural strength, strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and dry shrinkage resistance good.
为实现上述目的,本发明采用的技术方案是,类地聚合物水泥的组分及其含量为:In order to achieve the above object, the technical scheme adopted in the present invention is that the components and contents thereof of the geopolymer cement are:
石煤提钒尾矿 62~73wt%;Stone coal vanadium extraction tailings 62~73wt%;
固体碱金属氢氧化物 5~10wt%;Solid alkali metal hydroxide 5~10wt%;
固体铝酸钠 7~11wt%;Solid sodium aluminate 7~11wt%;
超细活性微硅粉 8~16wt%;Ultrafine active silica fume 8~16wt%;
偏高岭土 6~13wt%;Metakaolin 6~13wt%;
按上述组分及其含量,该类地聚合物水泥的制备步骤是:According to the above-mentioned components and their contents, the preparation steps of this type of geopolymer cement are:
第一步、向石煤提钒尾矿中添加固体碱金属氢氧化物,机械搅拌5~10分钟,再置于球磨机中干法球磨10~15分钟,制得球磨料;The first step is to add solid alkali metal hydroxide to the tailings of vanadium extraction from stone coal, mechanically stir for 5 to 10 minutes, and then dry ball mill in a ball mill for 10 to 15 minutes to obtain a ball mill;
第二步、将球磨料放入马弗炉中煅烧,温度为300~600℃;保温2~4小时,制得煅烧料;The second step is to put the ball abrasive into the muffle furnace for calcination at a temperature of 300-600°C; keep the temperature for 2-4 hours to obtain the calcined material;
第三步、将煅烧料置于室温下冷却,然后向其中加入固体铝酸钠、超细活性微硅粉和偏高岭土,机械搅拌5~10分钟,制得混合料;The third step is to cool the calcined material at room temperature, then add solid sodium aluminate, ultrafine active micro-silica powder and metakaolin to it, and mechanically stir for 5 to 10 minutes to obtain a mixture;
第四步、将混合料放入球磨机中干法球磨10~15分钟,制得类地聚合物水泥。The fourth step is to put the mixture into a ball mill for dry ball milling for 10 to 15 minutes to prepare geopolymer cement.
在上述技术方案中:石煤提钒尾矿中SiO2的含量为65~85wt%,Al2O3的含量为5~20wt%;粒径小于0.074mm;固体碱金属氢氧化物为氢氧化钠、或为氢氧化钾、或为氢氧化钠和氢氧化钾的混合物;超细活性微硅粉中SiO2的含量为95%以上,BET比表面积为20~40m2/g;偏高岭土中SiO2的含量为50~55wt%,Al2O3的含量为42~47wt%。In the above technical scheme: the content of SiO2 in the tailings of vanadium extraction from stone coal is 65-85wt%, the content of Al2O3 is 5-20wt %; the particle size is less than 0.074mm; the solid alkali metal hydroxide is hydroxide Sodium, or potassium hydroxide, or a mixture of sodium hydroxide and potassium hydroxide; the content of SiO 2 in ultrafine active micro-silica powder is more than 95%, and the BET specific surface area is 20-40m 2 /g; in metakaolin The content of SiO 2 is 50-55 wt%, and the content of Al 2 O 3 is 42-47 wt%.
所述的类地聚合物水泥的硬化浆体的制备方法是,向所制得的类地聚合物水泥中加入水,水与类地聚合物水泥的质量比例为1∶(2~3),边搅拌,边注浆,在室温下形成硬化浆体。The preparation method of the hardened slurry of the geopolymer cement is that water is added to the prepared geopolymer cement, and the mass ratio of water to the geopolymer cement is 1: (2~3), While stirring, grouting is formed at room temperature to form a hardened slurry.
由于采用上述技术方案,本发明在原料的使用上采用废弃的石煤提钒尾矿为主要原料,不仅解决了石煤提钒尾矿的堆放问题,而且拓宽了制备地聚合物水泥的原料来源。本发明工艺简单,在制备过程中省去“配制碱激发剂溶液”这一步骤,因而对盛装容器和人体造成的化学腐蚀程度大大降低。Due to the adoption of the above-mentioned technical scheme, the present invention uses waste stone coal vanadium extraction tailings as the main raw material in the use of raw materials, which not only solves the stacking problem of stone coal vanadium extraction tailings, but also broadens the source of raw materials for preparing geopolymer cement . The process of the invention is simple, and the step of "preparing the alkali activator solution" is omitted in the preparation process, so the degree of chemical corrosion to the container and the human body is greatly reduced.
本发明所制备的类地聚合物水泥在使用前可像普通硅酸盐水泥一样存放;在使用时只需添加一定量的水便可形成结构类似于地聚合物的硬化浆体,操作简单,硬化浆体的3天抗压强度可达到30MPa以上,3天抗折强度可达4.5MPa以上,28天抗压强度可达到50MPa以上,28天抗折强度可达到8.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。The geopolymer-like cement prepared by the invention can be stored like ordinary portland cement before use; only a certain amount of water can be added to form a hardened slurry similar to geopolymer when used, and the operation is simple. The 3-day compressive strength of the hardened slurry can reach more than 30MPa, the 3-day flexural strength can reach more than 4.5MPa, the 28-day compressive strength can reach more than 50MPa, and the 28-day flexural strength can reach more than 8.5MPa. It has strong resistance to erosion, water erosion, alkali-aggregate reaction, and good dry shrinkage resistance.
因此,本发明具有操作简单、成本低和对盛装容器和人体造成的化学腐蚀程度低的特点,所制备的类地聚合物水泥的硬化浆体不仅抗压强度和抗折强度高,而且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。Therefore, the present invention has the characteristics of simple operation, low cost and low degree of chemical corrosion to the container and the human body. The hardened slurry of the prepared geopolymer cement not only has high compressive strength and flexural strength, but also Strong resistance to salt attack, water attack, alkali-aggregate reaction, good dry shrinkage resistance.
具体实施方式Detailed ways
下面结合具体实施方式对本发明做进一步的描述,并非对其保护范围的限制:The present invention will be further described below in conjunction with specific embodiment, is not the restriction of its protection scope:
为避免重复,先将本具体实施方式所要涉及到的原料统一描述如下:石煤提钒尾矿中SiO2的含量为65~85wt%,Al2O3的含量为5~20wt%,粒径小于0.074mm;超细活性微硅粉中SiO2的含量为95%以上,BET比表面积为20~40m2/g;偏高岭土中SiO2的含量为50~55wt%,Al2O3的含量为42~47wt%。具体实施例中不再赘述。In order to avoid repetition, the raw materials to be involved in this specific embodiment are described as follows: the content of SiO2 in the tailings of vanadium extraction from stone coal is 65-85wt%, the content of Al2O3 is 5-20wt%, and the particle size Less than 0.074mm; the content of SiO 2 in ultrafine active micro-silica is more than 95%, and the BET specific surface area is 20-40m 2 /g; the content of SiO 2 in metakaolin is 50-55wt%, and the content of Al 2 O 3 It is 42-47wt%. Details will not be described in specific embodiments.
实施例1Example 1
一种类地聚合物水泥及其制备方法。类地聚合物水泥的组分及其含量为:A type of geopolymer cement and a preparation method thereof. The components and content of geopolymer cement are:
石煤提钒尾矿 62~68wt%;Vanadium extraction tailings from stone coal 62-68wt%;
固体氢氧化钠 5~7wt%;Solid sodium hydroxide 5~7wt%;
固体铝酸钠 9~11wt%;Solid sodium aluminate 9~11wt%;
超细活性微硅粉 8~12wt%;Ultrafine active silica fume 8~12wt%;
偏高岭土 6~9wt%;Metakaolin 6~9wt%;
按上述组分及其含量,该类地聚合物水泥的制备步骤是:According to the above-mentioned components and their contents, the preparation steps of this type of geopolymer cement are:
第一步、向石煤提钒尾矿中添加固体氢氧化钠,机械搅拌5~10分钟,再置于球磨机中干法球磨10~15分钟,制得球磨料;In the first step, solid sodium hydroxide is added to the tailings of vanadium extraction from stone coal, mechanically stirred for 5 to 10 minutes, and then placed in a ball mill for dry ball milling for 10 to 15 minutes to obtain a ball mill;
第二步、将球磨料放入马弗炉中煅烧,温度为300~400℃;保温3~4小时,制得煅烧料;The second step is to put the ball abrasive into the muffle furnace for calcination at a temperature of 300-400°C; keep the temperature for 3-4 hours to obtain the calcined material;
第三步、将煅烧料置于室温下冷却,然后向其中加入固体铝酸钠、超细活性微硅粉和偏高岭土,机械搅拌5~10分钟,制得混合料;The third step is to cool the calcined material at room temperature, then add solid sodium aluminate, ultrafine active micro-silica powder and metakaolin to it, and mechanically stir for 5 to 10 minutes to obtain a mixture;
第四步、将混合料放入球磨机中干法球磨10~15分钟,制得类地聚合物水泥。The fourth step is to put the mixture into a ball mill for dry ball milling for 10 to 15 minutes to prepare geopolymer cement.
所述的类地聚合物水泥的硬化浆体的制备方法是,向所制得的类地聚合物水泥中加入水,水与类地聚合物水泥的质量比例为1∶(2~3),边搅拌,边注浆,在室温下形成硬化浆体。The preparation method of the hardened slurry of the geopolymer cement is that water is added to the prepared geopolymer cement, and the mass ratio of water to the geopolymer cement is 1: (2~3), While stirring, grouting is formed at room temperature to form a hardened slurry.
本实施例在操作过程中对盛装容器和人体造成的化学腐蚀程度低,硬化浆体的3天抗压强度可达到30MPa以上,3天抗折强度可达4.5MPa以上,28天抗压强度可达到50MPa以上,28天抗折强度可达到8.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。This embodiment causes low chemical corrosion to the container and the human body during the operation process, the 3-day compressive strength of the hardened slurry can reach more than 30MPa, the 3-day flexural strength can reach more than 4.5MPa, and the 28-day compressive strength can reach more than 30MPa. It can reach more than 50MPa, and the 28-day flexural strength can reach more than 8.5MPa. It has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
实施例2Example 2
一种类地聚合物水泥及其制备方法。类地聚合物水泥的组分及其含量为:A type of geopolymer cement and a preparation method thereof. The components and content of geopolymer cement are:
石煤提钒尾矿 68~73wt%;Vanadium extraction tailings from stone coal 68~73wt%;
固体氢氧化钾 5~7wt%;Solid potassium hydroxide 5~7wt%;
固体铝酸钠 7~9wt%;Solid sodium aluminate 7~9wt%;
超细活性微硅粉 8~12wt%;Ultrafine active silica fume 8~12wt%;
偏高岭土 6~9wt%;Metakaolin 6~9wt%;
按上述组分及其含量,该类地聚合物水泥的制备步骤是:According to the above-mentioned components and their contents, the preparation steps of this type of geopolymer cement are:
第一步、向石煤提钒尾矿中添加固体氢氧化钾,机械搅拌5~10分钟,再置于球磨机中干法球磨10~15分钟,制得球磨料;In the first step, solid potassium hydroxide is added to the tailings of vanadium extraction from stone coal, mechanically stirred for 5-10 minutes, and then placed in a ball mill for dry ball milling for 10-15 minutes to obtain a ball mill;
第二步、将球磨料放入马弗炉中煅烧,温度为400~500℃;保温3~4小时,制得煅烧料;The second step is to put the ball abrasive into the muffle furnace for calcination at a temperature of 400-500°C; keep the temperature for 3-4 hours to obtain the calcined material;
第三步、将煅烧料置于室温下冷却,然后向其中加入固体铝酸钠、超细活性微硅粉和偏高岭土,机械搅拌5~10分钟,制得混合料;The third step is to cool the calcined material at room temperature, then add solid sodium aluminate, ultrafine active micro-silica powder and metakaolin to it, and mechanically stir for 5 to 10 minutes to obtain a mixture;
第四步、将混合料放入球磨机中干法球磨10~15分钟,制得类地聚合物水泥。The fourth step is to put the mixture into a ball mill for dry ball milling for 10 to 15 minutes to prepare geopolymer cement.
所述的类地聚合物水泥的硬化浆体的制备方法是,向所制得的类地聚合物水泥中加入水,水与类地聚合物水泥的质量比例为1∶(2~3),边搅拌,边注浆,在室温下形成硬化浆体。The preparation method of the hardened slurry of the geopolymer cement is that water is added to the prepared geopolymer cement, and the mass ratio of water to the geopolymer cement is 1: (2~3), While stirring, grouting is formed at room temperature to form a hardened slurry.
本实施例在操作过程中对盛装容器和人体造成的化学腐蚀程度低,硬化浆体的3天抗压强度可达到33MPa以上,3天抗折强度可达5MPa以上,28天抗压强度可达到55MPa以上,28天抗折强度可达到9MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。In this embodiment, the degree of chemical corrosion caused to the container and the human body during the operation is low. The 3-day compressive strength of the hardened slurry can reach more than 33MPa, the 3-day flexural strength can reach more than 5MPa, and the 28-day compressive strength can reach More than 55MPa, the 28-day flexural strength can reach more than 9MPa, and it has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
实施例3Example 3
一种类地聚合物水泥及其制备方法。类地聚合物水泥的组分及其含量为:A type of geopolymer cement and a preparation method thereof. The components and content of geopolymer cement are:
石煤提钒尾矿 62~68wt%;Stone coal vanadium extraction tailings 62~68wt%;
固体氢氧化钠和固体氢氧化钾的混合物 5~7wt%;The mixture of solid sodium hydroxide and solid potassium hydroxide 5~7wt%;
固体铝酸钠 7~9wt%;Solid sodium aluminate 7~9wt%;
超细活性微硅粉 12~16wt%;Ultrafine active silica fume 12~16wt%;
偏高岭土 6~9wt%;Metakaolin 6~9wt%;
按上述组分及其含量,该类地聚合物水泥的制备步骤是:According to the above-mentioned components and their contents, the preparation steps of this type of geopolymer cement are:
第一步、向石煤提钒尾矿中添加固体氢氧化钠和固体氢氧化钾的混合物,机械搅拌5~10分钟,再置于球磨机中干法球磨10~15分钟,制得球磨料;The first step, adding a mixture of solid sodium hydroxide and solid potassium hydroxide to the tailings of vanadium extraction from stone coal, mechanically stirring for 5 to 10 minutes, and then placing it in a ball mill for dry ball milling for 10 to 15 minutes to obtain a ball mill;
第二步、将球磨料放入马弗炉中煅烧,温度为500~600℃;保温2~3小时,制得煅烧料;The second step is to put the ball abrasive into the muffle furnace for calcination at a temperature of 500-600°C; keep the temperature for 2-3 hours to obtain the calcined material;
第三步、将煅烧料置于室温下冷却,然后向其中加入固体铝酸钠、超细活性微硅粉和偏高岭土,机械搅拌5~10分钟,制得混合料;The third step is to cool the calcined material at room temperature, then add solid sodium aluminate, ultrafine active micro-silica powder and metakaolin to it, and mechanically stir for 5 to 10 minutes to obtain a mixture;
第四步、将混合料放入球磨机中干法球磨10~15分钟,制得类地聚合物水泥。The fourth step is to put the mixture into a ball mill for dry ball milling for 10 to 15 minutes to prepare geopolymer cement.
所述的类地聚合物水泥的硬化浆体的制备方法是,向所制得的类地聚合物水泥中加入水,水与类地聚合物水泥的质量比例为1∶(2~3),边搅拌,边注浆,在室温下形成硬化浆体。The preparation method of the hardened slurry of the geopolymer cement is that water is added to the prepared geopolymer cement, and the mass ratio of water to the geopolymer cement is 1: (2~3), While stirring, grouting is formed at room temperature to form a hardened slurry.
本实施例在操作过程中对盛装容器和人体造成的化学腐蚀程度低,硬化浆体的3天抗压强度可达到35MPa以上,3天抗折强度可达5.5MPa以上,28天抗压强度可达到57MPa以上,28天抗折强度可达到9.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。The present embodiment causes low chemical corrosion degree to the container and the human body during operation, the 3-day compressive strength of the hardened slurry can reach more than 35MPa, the 3-day flexural strength can reach more than 5.5MPa, and the 28-day compressive strength can reach more than 35MPa. It can reach more than 57MPa, and the 28-day flexural strength can reach more than 9.5MPa. It has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
实施例4Example 4
一种类地聚合物水泥及其制备方法。类地聚合物水泥的组分及其含量为:A type of geopolymer cement and a preparation method thereof. The components and content of geopolymer cement are:
石煤提钒尾矿 62~68wt%;Stone coal vanadium extraction tailings 62~68wt%;
固体氢氧化钠和固体氢氧化钾的混合物 7~10wt%;The mixture of solid sodium hydroxide and solid potassium hydroxide 7~10wt%;
固体铝酸钠 7~9wt%;Solid sodium aluminate 7~9wt%;
超细活性微硅粉 8~12wt%;Ultrafine active silica fume 8~12wt%;
偏高岭土 9~13wt%;Metakaolin 9~13wt%;
按上述组分及其含量,本实施例中类地聚合物水泥的制备步骤及其硬化浆体的制备方法同实施例3According to the above-mentioned components and their contents, the preparation steps of the geopolymer cement and the preparation method of the hardened slurry in this embodiment are the same as those in Example 3
本实施例在操作过程中对盛装容器和人体造成的化学腐蚀程度低,硬化浆体的3天抗压强度可达到35MPa以上,3天抗折强度可达5MPa以上,28天抗压强度可达到55MPa以上,28天抗折强度可达到9.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。In this embodiment, the degree of chemical corrosion caused to the container and the human body during the operation is low, the 3-day compressive strength of the hardened slurry can reach more than 35MPa, the 3-day flexural strength can reach more than 5MPa, and the 28-day compressive strength can reach More than 55MPa, the 28-day flexural strength can reach more than 9.5MPa, and it has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
实施例5Example 5
一种类地聚合物水泥及其制备方法。类地聚合物水泥的组分及其含量为:A type of geopolymer cement and a preparation method thereof. The components and content of geopolymer cement are:
石煤提钒尾矿 68~73wt%;Stone coal vanadium extraction tailings 68~73wt%;
固体氢氧化钠和固体氢氧化钾的混合物 5~7wt%;The mixture of solid sodium hydroxide and solid potassium hydroxide 5~7wt%;
固体铝酸钠 7~9wt%;Solid sodium aluminate 7~9wt%;
超细活性微硅粉 8~12wt%;Ultrafine active silica fume 8~12wt%;
偏高岭土 6~9wt%。Metakaolin 6~9wt%.
按上述组分及其含量,本实施例中类地聚合物水泥的制备步骤及其硬化浆体的制备方法同实施例3。According to the above-mentioned components and their contents, the preparation steps of the geopolymer cement and the preparation method of the hardened slurry in this embodiment are the same as those in Embodiment 3.
本实施例在操作过程中对盛装容器和人体造成的化学腐蚀程度低,硬化浆体的3天抗压强度可达到30MPa以上,3天抗折强度可达4.5MPa以上,28天抗压强度可达到50MPa以上,28天抗折强度可达到8.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。This embodiment causes low chemical corrosion to the container and the human body during the operation process, the 3-day compressive strength of the hardened slurry can reach more than 30MPa, the 3-day flexural strength can reach more than 4.5MPa, and the 28-day compressive strength can reach more than 30MPa. It can reach more than 50MPa, and the 28-day flexural strength can reach more than 8.5MPa. It has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
本具体实施方式在原料的使用上采用废弃的石煤提钒尾矿为主要原料,不仅解决了石煤提钒尾矿的堆放问题,而且拓宽了制备地聚合物水泥的原料来源。本具体实施方式工艺简单,在制备过程中省去“配制碱激发剂溶液”这一步骤,因而对盛装容器和人体造成的化学腐蚀程度大大降低。In this specific embodiment, waste stone coal vanadium extraction tailings are used as the main raw material in the use of raw materials, which not only solves the stacking problem of stone coal vanadium extraction tailings, but also broadens the source of raw materials for preparing geopolymer cement. This specific embodiment has a simple process, and the step of "preparing the alkali activator solution" is omitted in the preparation process, so the degree of chemical corrosion to the container and the human body is greatly reduced.
本具体实施方式所制备的类地聚合物水泥在使用前可像普通硅酸盐水泥一样存放;在使用时只需添加一定量的水便可形成结构类似于地聚合物的硬化浆体,操作简单,硬化浆体的3天抗压强度可达到30MPa以上,3天抗折强度可达4.5MPa以上,28天抗压强度可达到50MPa以上,28天抗折强度可达到8.5MPa以上,且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。The geopolymer-like cement prepared in this specific embodiment can be stored like ordinary Portland cement before use; only a certain amount of water needs to be added during use to form a hardened slurry similar in structure to geopolymers. Simple, the 3-day compressive strength of the hardened slurry can reach more than 30MPa, the 3-day flexural strength can reach more than 4.5MPa, the 28-day compressive strength can reach more than 50MPa, and the 28-day flexural strength can reach more than 8.5MPa. Strong resistance to sulfate attack, water attack, alkali-aggregate reaction, good dry shrinkage resistance.
因此,本具体实施方式具有操作简单、成本低和对盛装容器和人体造成的化学腐蚀程度低的特点,所制备的类地聚合物水泥的硬化浆体不仅抗压强度和抗折强度高,而且对硫酸盐浸蚀、水浸蚀、碱-集料反应抵抗力强,抗干缩性好。Therefore, this specific embodiment has the characteristics of simple operation, low cost, and low degree of chemical corrosion to the container and the human body. The hardened slurry of the prepared geopolymer cement not only has high compressive strength and flexural strength, but also It has strong resistance to sulfate attack, water attack, alkali-aggregate reaction, and good dry shrinkage resistance.
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