CN108218274A - Improve inorganic dispersant of geo-polymer slurry rheology energy and its preparation method and application - Google Patents
Improve inorganic dispersant of geo-polymer slurry rheology energy and its preparation method and application Download PDFInfo
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- 239000002002 slurry Substances 0.000 title claims abstract description 65
- 239000002270 dispersing agent Substances 0.000 title claims abstract description 52
- 238000002360 preparation method Methods 0.000 title claims abstract description 24
- 229920000642 polymer Polymers 0.000 title claims abstract description 16
- 238000000518 rheometry Methods 0.000 title claims abstract 10
- 239000010881 fly ash Substances 0.000 claims abstract description 58
- 239000000126 substance Substances 0.000 claims abstract description 13
- 238000003756 stirring Methods 0.000 claims abstract description 7
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 27
- 239000007788 liquid Substances 0.000 claims description 9
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 claims description 6
- 238000002156 mixing Methods 0.000 claims description 6
- 239000002904 solvent Substances 0.000 claims description 6
- BDERNNFJNOPAEC-UHFFFAOYSA-N propan-1-ol Chemical compound CCCO BDERNNFJNOPAEC-UHFFFAOYSA-N 0.000 claims description 3
- GZBAUYZREARCNR-UHFFFAOYSA-N C(CCCCCCCCC)[Si](OC)(OC)OC.[F] Chemical class C(CCCCCCCCC)[Si](OC)(OC)OC.[F] GZBAUYZREARCNR-UHFFFAOYSA-N 0.000 claims 1
- ONFRHRVYLPVAMA-UHFFFAOYSA-N C(CCCCCCCCC)[Si](OCC)(OCC)OCC.[F] Chemical class C(CCCCCCCCC)[Si](OCC)(OCC)OCC.[F] ONFRHRVYLPVAMA-UHFFFAOYSA-N 0.000 claims 1
- 230000001476 alcoholic effect Effects 0.000 claims 1
- SSLNXNMYNJKQTO-UHFFFAOYSA-N diethoxy-octyl-(2,2,2-trifluoroethoxy)silane Chemical compound FC(CO[Si](OCC)(OCC)CCCCCCCC)(F)F SSLNXNMYNJKQTO-UHFFFAOYSA-N 0.000 claims 1
- 238000007598 dipping method Methods 0.000 claims 1
- 235000019441 ethanol Nutrition 0.000 claims 1
- ZDHXKXAHOVTTAH-UHFFFAOYSA-N trichlorosilane Chemical compound Cl[SiH](Cl)Cl ZDHXKXAHOVTTAH-UHFFFAOYSA-N 0.000 claims 1
- 239000005052 trichlorosilane Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 4
- 230000005661 hydrophobic surface Effects 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000004035 construction material Substances 0.000 abstract 1
- 229920000876 geopolymer Polymers 0.000 description 52
- 239000002245 particle Substances 0.000 description 51
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 39
- 239000000203 mixture Substances 0.000 description 16
- 239000004005 microsphere Substances 0.000 description 9
- 230000004048 modification Effects 0.000 description 8
- 238000012986 modification Methods 0.000 description 8
- 239000012190 activator Substances 0.000 description 7
- 238000003486 chemical etching Methods 0.000 description 7
- 238000012360 testing method Methods 0.000 description 7
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 6
- 239000002893 slag Substances 0.000 description 6
- 230000008859 change Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 235000019353 potassium silicate Nutrition 0.000 description 5
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 4
- 239000006185 dispersion Substances 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 230000003075 superhydrophobic effect Effects 0.000 description 4
- 238000004506 ultrasonic cleaning Methods 0.000 description 4
- KKYDYRWEUFJLER-UHFFFAOYSA-N 1,1,2,2,3,3,4,4,5,5,6,6,7,7,10,10,10-heptadecafluorodecyl(trimethoxy)silane Chemical compound CO[Si](OC)(OC)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)CCC(F)(F)F KKYDYRWEUFJLER-UHFFFAOYSA-N 0.000 description 3
- 239000004566 building material Substances 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 230000002209 hydrophobic effect Effects 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- PMQIWLWDLURJOE-UHFFFAOYSA-N triethoxy(1,1,2,2,3,3,4,4,5,5,6,6,7,7,10,10,10-heptadecafluorodecyl)silane Chemical compound CCO[Si](OCC)(OCC)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)CCC(F)(F)F PMQIWLWDLURJOE-UHFFFAOYSA-N 0.000 description 3
- BPCXHCSZMTWUBW-UHFFFAOYSA-N triethoxy(1,1,2,2,3,3,4,4,5,5,8,8,8-tridecafluorooctyl)silane Chemical compound CCO[Si](OCC)(OCC)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)CCC(F)(F)F BPCXHCSZMTWUBW-UHFFFAOYSA-N 0.000 description 3
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 2
- 238000005054 agglomeration Methods 0.000 description 2
- 230000002776 aggregation Effects 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010835 comparative analysis Methods 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000012798 spherical particle Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009736 wetting Methods 0.000 description 2
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000011261 inert gas Substances 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- -1 more preferably Chemical compound 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002105 nanoparticle Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007788 roughening Methods 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 238000009270 solid waste treatment Methods 0.000 description 1
- 238000009210 therapy by ultrasound Methods 0.000 description 1
- RCHUVCPBWWSUMC-UHFFFAOYSA-N trichloro(octyl)silane Chemical compound CCCCCCCC[Si](Cl)(Cl)Cl RCHUVCPBWWSUMC-UHFFFAOYSA-N 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- 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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
- C04B22/0006—Waste inorganic materials
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/40—Surface-active agents, dispersants
- C04B2103/408—Dispersants
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Emulsifying, Dispersing, Foam-Producing Or Wetting Agents (AREA)
Abstract
Description
技术领域technical field
本发明涉及建筑材料的生产制备领域,具体而言,涉及一种改善地质聚合物浆体流变性能的无机分散剂及其制备方法和用途。The invention relates to the field of production and preparation of building materials, in particular to an inorganic dispersant for improving the rheological properties of geopolymer slurry, its preparation method and application.
背景技术Background technique
地质聚合物是一类由活性铝硅质原料(偏高岭土、粉煤灰和矿渣等)与碱性激发剂反应制备的绿色无机胶凝材料。地质聚合物具有早强、致密和耐腐蚀等优异特性,且能高值化利用工业废弃物,故在快速修补和固废处理等特殊工程领域具有广阔的应用前景。Geopolymer is a kind of green inorganic gelling material prepared by reacting active aluminum-siliceous raw materials (metakaolin, fly ash and slag, etc.) with alkaline activators. Geopolymers have excellent properties such as early strength, compactness and corrosion resistance, and can make high-value use of industrial waste, so they have broad application prospects in special engineering fields such as rapid repair and solid waste treatment.
然而,由于地质聚合物的制备过程需使用氢氧化钠和水玻璃配置而成的具有强碱性和高粘度的溶液为激发剂,这导致地质聚合物浆体的流变性差,且工作性难以控制。常规用于硅酸盐水泥基材料的萘系、木质素磺酸盐及聚羧酸等高分子分散剂在地质聚合物浆体中收效甚微,且国内外尚未制备出可有效改善地质聚合物浆体流变性能的配套外加剂。这给浆体的成型及泵送操作带来了巨大困难,严重影响地质聚合物材料的应用普及。However, since the preparation process of the geopolymer requires the use of a strongly alkaline and high-viscosity solution made of sodium hydroxide and water glass as the activator, this leads to poor rheological properties of the geopolymer slurry and difficult workability. control. Polymer dispersants such as naphthalene, lignosulfonate, and polycarboxylic acid, which are conventionally used in Portland cement-based materials, have little effect in geopolymer slurry, and there is no preparation at home and abroad that can effectively improve the quality of geopolymers. Matching admixture for slurry rheological properties. This brings great difficulties to the molding and pumping operations of the slurry, which seriously affects the application and popularization of geopolymer materials.
发明内容Contents of the invention
本发明的目的在于提供一种改善地质聚合物浆体流变性能的无机分散剂及其制备方法和应用,这种无机分散剂具有疏水表面,其能够在高碱性且高粘度的地质聚合物浆体中发挥‘滚珠’效应,降低塑性粘度,改善地质聚合物浆体的流变性能。The object of the present invention is to provide an inorganic dispersant for improving the rheological properties of geopolymer slurry and its preparation method and application. The "ball" effect is exerted in the slurry, the plastic viscosity is reduced, and the rheological properties of the geopolymer slurry are improved.
为了实现本发明的上述目的,特采用以下技术方案:In order to realize the above-mentioned purpose of the present invention, special adopt following technical scheme:
一种改善地质聚合物浆体流变性能的无机分散剂的制备方法,其包括:A preparation method of an inorganic dispersant for improving the rheological properties of geopolymer slurry, comprising:
将粉煤灰颗粒与碱液混合并于50~80℃下搅拌1~6h后,再将粉煤灰颗粒与含有低表面能物质的溶液混合、并于55~65℃下浸渍0.5~1.5h。Mix fly ash particles with lye and stir at 50-80°C for 1-6 hours, then mix fly ash particles with a solution containing low surface energy substances and impregnate at 55-65°C for 0.5-1.5 hours .
一种由上述制备方法制得的无机分散剂。An inorganic dispersant prepared by the above preparation method.
一种上述无机分散剂在改善地质聚合物浆体流变性能中的应用。An application of the above-mentioned inorganic dispersant in improving the rheological properties of geopolymer slurry.
与现有技术相比,本发明的有益效果例如包括:Compared with the prior art, the beneficial effects of the present invention include, for example:
1.现有的高分子分散剂在高碱性且高粘度的地质聚合物浆体中收效甚微,而本发明首次公开了一种可改善地质聚合物浆体流变性能的无机分散剂,经超疏水表面处理的无机分散剂可显著改善地质聚合物浆体的流变性能,有助于地质聚合物材料的推广应用。1. Existing polymer dispersants have little effect in highly alkaline and high-viscosity geopolymer slurries, but the present invention discloses an inorganic dispersant that can improve the rheological properties of geopolymer slurries for the first time, The inorganic dispersant treated with superhydrophobic surface can significantly improve the rheological properties of geopolymer slurry, which is helpful for the popularization and application of geopolymer materials.
2.这种无机分散剂,可利用粉煤灰颗粒超疏水表面的不侵润性,充分发挥粉煤灰颗粒的“滚珠”效应和空间位阻效应,降低在高碱性且高粘度的地质聚合物浆体环境中颗粒间的表面粘滞力,避免颗粒团聚,减小浆体的塑性粘度,进而起到减水和分散作用,改善地质聚合物浆体的流变性能。2. This inorganic dispersant can take advantage of the non-wetting properties of the super-hydrophobic surface of fly ash particles, give full play to the "ball" effect and steric hindrance effect of fly ash particles, and reduce the impact on high-alkaline and high-viscosity geological conditions. The surface viscosity between particles in the polymer slurry environment can avoid particle agglomeration, reduce the plastic viscosity of the slurry, and then play the role of water reduction and dispersion, and improve the rheological properties of the geopolymer slurry.
3.本发明选用的粉煤灰为常用建筑材料,价格低廉,制备无机分散剂的化学蚀刻及表面低能化修饰等一系列方法操作简单,制备工艺易于推广。3. The fly ash used in the present invention is a common building material with low price. A series of methods such as chemical etching and surface low-energy modification for preparing inorganic dispersants are easy to operate, and the preparation process is easy to popularize.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案,以下将对实施例或现有技术描述中所需要使用的附图作简单地介绍。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art.
图1为表面粗糙化处理后的粉煤灰颗粒;Fig. 1 is the fly ash particle after surface roughening treatment;
图2为过筛和超声清洗后的粉煤灰颗粒。Figure 2 shows the fly ash particles after sieving and ultrasonic cleaning.
具体实施方式Detailed ways
下面将结合实施例对本发明的实施方案进行详细描述,但是本领域技术人员将会理解,下列实施例仅用于说明本发明,而不应视为限制本发明的范围。实施例中未注明具体条件者,按照常规条件或制造商建议的条件进行。所用试剂或仪器未注明生产厂商者,均为可以通过市售购买获得的常规产品。Embodiments of the present invention will be described in detail below in conjunction with examples, but those skilled in the art will understand that the following examples are only for illustrating the present invention, and should not be considered as limiting the scope of the present invention. Those who do not indicate the specific conditions in the examples are carried out according to the conventional conditions or the conditions suggested by the manufacturer. The reagents or instruments used were not indicated by the manufacturer, and they were all conventional products that could be purchased from the market.
申请人研究发现将具有球型形貌的粉煤灰颗粒掺入水泥基材料中,可发挥“滚珠”效应,减小水泥颗粒间的摩擦损耗,改善浆体流变性能。然而,将粉煤灰颗粒掺入地质聚合物浆体中却无明显分散作用。申请人经过仔细分析和不懈探索,发现这是因为粉煤灰颗粒与高粘度的碱激发剂接触后,颗粒间相互运动的摩擦阻力过高,导致无法发挥“滚珠”效应。The applicant's research found that mixing fly ash particles with a spherical shape into cement-based materials can exert a "rolling ball" effect, reduce the friction loss between cement particles, and improve the rheological properties of the slurry. However, the incorporation of fly ash particles into geopolymer slurries has no significant dispersion effect. After careful analysis and unremitting exploration, the applicant found that this is because after the fly ash particles contacted with the high-viscosity alkali activator, the frictional resistance of mutual movement between the particles was too high, resulting in the inability to exert the "ball" effect.
因此,为了发挥粉煤灰颗粒在地质聚合物浆体中的“滚珠”效应,本实施方式提供一种无机分散剂,这种无机分散剂以粉煤灰颗粒为原料,通过化学蚀刻和表面疏水处理,使粉煤灰颗粒具有疏水性表面,进而降低地质聚合物浆体的塑性粘度,改善地质聚合物浆体的流变性能。Therefore, in order to exert the "ball" effect of fly ash particles in the geopolymer slurry, this embodiment provides an inorganic dispersant, which uses fly ash particles as raw materials, through chemical etching and surface hydrophobic The treatment makes the fly ash particles have a hydrophobic surface, thereby reducing the plastic viscosity of the geopolymer slurry and improving the rheological properties of the geopolymer slurry.
本实施方式还提供这种改善地质聚合物浆体流变性能的无机分散剂的制备方法,其包括:The present embodiment also provides the preparation method of the inorganic dispersant for improving the rheological properties of the geopolymer slurry, which includes:
步骤S1.化学蚀刻:将粉煤灰颗粒与碱液混合并于50~80℃下搅拌1~6h。Step S1. Chemical etching: the fly ash particles are mixed with lye and stirred at 50-80° C. for 1-6 hours.
将粉煤灰颗粒与碱液混合,并在50~80℃下(或者60~70℃下;或者63~68℃下)不断搅拌进行化学蚀刻,构造粗糙颗粒表面。蚀刻后的粉煤灰微球如图1所示,微球表面已形成了纳米级的颗粒和凹坑结构,可降低粉煤灰微球在液相中的侵润性。Mix fly ash particles with lye, and carry out chemical etching under constant stirring at 50-80°C (or 60-70°C; or 63-68°C) to construct rough particle surfaces. The etched fly ash microspheres are shown in Figure 1. Nanoscale particles and pit structures have formed on the surface of the microspheres, which can reduce the wettability of the fly ash microspheres in the liquid phase.
进一步的,碱液为浓度为5-10mol/L,或者为6~9mol/L,或者为7~8mol/L。所述粉煤灰颗粒与所述碱液的固液比为1:25~35,或者为1:26~34;或者为1:28~32;或者为1:29~31。优选的,碱液为NaOH溶液或KOH溶液。Further, the alkali solution has a concentration of 5-10 mol/L, or 6-9 mol/L, or 7-8 mol/L. The solid-to-liquid ratio of the fly ash particles to the lye is 1:25-35, or 1:26-34; or 1:28-32; or 1:29-31. Preferably, the lye is NaOH solution or KOH solution.
进一步的,粉煤灰颗粒的粒径小于80μm,较为优选的,粒径为60~80μm,或者为65~75μm。这种粒径的粉煤灰颗粒是通过将一级粉煤灰过180目左右的方孔筛得到的。一级粉煤灰为常用建筑材料,价格低廉。70~90μm粒径范围内的粉煤灰颗粒,能够更好的发挥“滚珠”效应和空间位阻效应,有助于进一步改善地质聚合物浆体的流变性。Further, the particle size of the fly ash particles is less than 80 μm, more preferably, the particle size is 60-80 μm, or 65-75 μm. Fly ash particles of this particle size are obtained by passing the primary fly ash through a square hole sieve of about 180 mesh. Class I fly ash is a common building material with low price. Fly ash particles within the particle size range of 70-90 μm can better exert the "ball" effect and steric hindrance effect, and help to further improve the rheological properties of the geopolymer slurry.
进一步的,粉煤灰颗粒在与所述碱液混合前,还包括用醇溶液进行清洗的步骤。较为优选的,采用将粉煤灰颗粒与乙醇溶液混合,进行超声清洗的方法。清洗且干燥后的粉煤灰微球如图2所示,超声处理可清洗微球表面的附着物,提高表面光滑度,有利于在粉煤灰颗粒表面做疏水性修饰。Further, before the fly ash particles are mixed with the lye, a step of washing with an alcohol solution is also included. More preferably, a method of ultrasonically cleaning the fly ash particles is mixed with an ethanol solution. The cleaned and dried fly ash microspheres are shown in Figure 2. Ultrasonic treatment can clean the attachments on the surface of the microspheres, improve the surface smoothness, and facilitate the hydrophobic modification on the surface of the fly ash particles.
步骤S2.表面疏水处理:将粉煤灰颗粒与含有低表面能物质的溶液混合、并于55~65℃下浸渍0.5~1.5h。Step S2. Surface hydrophobic treatment: the fly ash particles are mixed with a solution containing low surface energy substances, and soaked at 55-65° C. for 0.5-1.5 hours.
将粗糙化处理的粉煤灰微球与配制好的含有低表面能物质的溶液混合,于55~65℃下浸渍0.5~1.5(或者于57~63℃下浸渍0.8~1.2h),进行低能化表面修饰,使表面粗糙的粉煤灰微球具有疏水表面,从而具备超疏水特性。Mix the roughened fly ash microspheres with the prepared solution containing low surface energy substances, and immerse them at 55-65°C for 0.5-1.5 hours (or at 57-63°C for 0.8-1.2h), and perform low-energy Surface modification makes the fly ash microspheres with rough surface have a hydrophobic surface, thus possessing super-hydrophobic properties.
进一步的,低表面能物质包括十七氟癸基三甲氧基硅烷、十七氟癸基三乙氧基硅烷、十三氟辛基三乙氧基硅烷和1H,1H,2H,2H-全氟辛基三氯硅烷中的一种或多种。Further, low surface energy substances include heptadecafluorodecyltrimethoxysilane, heptadecafluorodecyltriethoxysilane, tridecafluorooctyltriethoxysilane and 1H,1H,2H,2H-perfluoro One or more of octyltrichlorosilane.
进一步的,含有所述低表面能物质的所述溶液中所述低表面能物质的浓度为0.7~1.3wt%,或者为0.8~1.2wt%,或者为0.9~1.1wt%。Further, the concentration of the low surface energy substance in the solution containing the low surface energy substance is 0.7-1.3 wt%, or 0.8-1.2 wt%, or 0.9-1.1 wt%.
进一步的,含有所述低表面能物质的所述溶液中的溶剂为乙醇、甲醇和丙醇中的至少一种,较为优选的,采用乙醇为溶剂。Further, the solvent in the solution containing the low surface energy substance is at least one of ethanol, methanol and propanol, more preferably, ethanol is used as the solvent.
进一步的,还包括将浸渍后的所述粉煤灰颗粒于100~110℃下的无氧环境下干燥1.5~2.5h。其中,无氧环境为氮气或者惰性气体保护下的环境。较为优选的,干燥步骤为:将浸渍后的所述粉煤灰颗粒于103~107℃下的氮气环境下干燥1.8~2.2h。Further, it also includes drying the impregnated fly ash particles in an oxygen-free environment at 100-110° C. for 1.5-2.5 hours. Wherein, the oxygen-free environment is an environment protected by nitrogen or an inert gas. More preferably, the drying step is: drying the impregnated fly ash particles in a nitrogen environment at 103-107° C. for 1.8-2.2 hours.
本实施方式还提供一种无机分散剂在改善地质聚合物浆体流变性能中的应用,其包括:将上述无机分散剂按2~8wt%的参杂量与所述地质聚合物浆体混合。This embodiment also provides an application of an inorganic dispersant in improving the rheological properties of a geopolymer slurry, which includes: mixing the above-mentioned inorganic dispersant with the geopolymer slurry at a doping amount of 2 to 8 wt%. .
进一步的,地质聚合物浆体是通过将具有火山灰活性的粉体原料与液体激发剂(NaOH与水玻璃的混合物,模数为1.5~1.7)按照质量比1:0.8~1.2混合搅拌80~120s制得。其中,具有火山灰活性的粉体原料为粉煤灰、粒化高炉矿渣及偏高岭土的一种或多种。Further, the geopolymer slurry is mixed and stirred for 80-120s by mixing the powder raw material with pozzolanic activity and the liquid activator (a mixture of NaOH and water glass, with a modulus of 1.5-1.7) according to the mass ratio of 1:0.8-1.2 be made of. Wherein, the powder raw material with pozzolanic activity is one or more of fly ash, granulated blast furnace slag and metakaolin.
掺入此类无机分散剂,可利用粉煤灰颗粒的超疏水表面的不侵润性,充分发挥粉煤灰颗粒的“滚珠”效应和空间位阻效应,降低在高粘度地质聚合物浆体环境中颗粒间的表面粘滞力,避免颗粒团聚,减小地质聚合物浆体的塑性粘度,进而起到减水和分散作用,改善浆体的流变性能。Incorporating such inorganic dispersants can take advantage of the non-wetting properties of the super-hydrophobic surface of fly ash particles, give full play to the "balling" effect and steric hindrance effect of fly ash particles, and reduce the impact on high-viscosity geopolymer slurry. The surface viscosity between particles in the environment can avoid particle agglomeration, reduce the plastic viscosity of geopolymer slurry, and then play the role of water reduction and dispersion, and improve the rheological properties of the slurry.
以下结合实施例对本发明的特征和性能作进一步的详细描述:Below in conjunction with embodiment, feature and performance of the present invention are described in further detail:
实施例1Example 1
本实施例提供一种改善地质聚合物浆体流变性能的无机分散剂,其制备方法包括:This embodiment provides an inorganic dispersant for improving the rheological properties of geopolymer slurry, and its preparation method comprises:
将一级粉煤灰过180目方孔筛,取筛余得到粒径小于80μm的球型粉煤灰颗粒。将粉煤灰颗粒与乙醇溶液混合进行超声清洗,清洗后与NaOH溶液(8mol/L)按1:30的固液比混合,在50℃水热条件下搅拌3h进行化学蚀刻,构造粗糙颗粒表面。Pass the primary fly ash through a 180-mesh square hole sieve, and take the sieved residue to obtain spherical fly ash particles with a particle size of less than 80 μm. Mix fly ash particles with ethanol solution for ultrasonic cleaning, after cleaning, mix with NaOH solution (8mol/L) at a solid-to-liquid ratio of 1:30, stir for 3 hours under hydrothermal conditions at 50°C for chemical etching, and rough particle surfaces .
以乙醇为溶剂,加入十七氟癸基三甲氧基硅烷配置成1wt%的十七氟癸基三甲氧基硅烷/乙醇溶液。将粗糙化处理的粉煤灰颗粒与配制好的溶液混合,于60℃下浸渍1h,进行低能化表面修饰。浸渍后的微球在105℃的N2环境下烘干2h,得到无机分散剂。Using ethanol as a solvent, heptadecafluorodecyltrimethoxysilane was added to prepare a 1 wt% heptadecafluorodecyltrimethoxysilane/ethanol solution. The roughened fly ash particles were mixed with the prepared solution, and immersed at 60°C for 1 hour to perform low-energy surface modification. The impregnated microspheres were dried for 2 h at 105 °C under N2 environment to obtain an inorganic dispersant.
将粉煤灰与液体激发剂(NaOH与水玻璃的混合物,模数为1.6)按质量比1:1混合,搅拌100s制得粉煤灰基地质聚合物浆体。将所制得的无机分散剂按2%的掺量与地质聚合物浆体混合,搅拌60s混匀。采用旋转粘度计对比测算掺入此类分散剂前后浆体塑性粘度的变化。将地质聚合物浆体成型为试件,拆模后标准养护28d,分析分散剂对硬化体力学性能的影响。Fly ash and liquid activator (a mixture of NaOH and water glass, modulus 1.6) were mixed at a mass ratio of 1:1, and stirred for 100 s to prepare a fly ash-based geopolymer slurry. The prepared inorganic dispersant was mixed with the geopolymer slurry in an amount of 2%, and stirred for 60s to mix well. A rotary viscometer was used to compare and calculate the change of the plastic viscosity of the slurry before and after adding such a dispersant. The geopolymer slurry was formed into a test piece, and the standard curing was 28 days after demoulding, and the influence of the dispersant on the mechanical properties of the hardened body was analyzed.
实施例2Example 2
本实施例提供一种改善地质聚合物浆体流变性能的无机分散剂,其制备方法包括:This embodiment provides an inorganic dispersant for improving the rheological properties of geopolymer slurry, and its preparation method comprises:
将一级粉煤灰过180目方孔筛,取筛余得到粒径小于80μm的球型颗粒。将粉煤灰颗粒与乙醇溶液混合进行超声清洗,清洗后与配置好的10mol/L的NaOH溶液按1:30的固液比混合,在70℃水热条件下搅拌2h进行化学蚀刻,构造粗糙颗粒表面。Pass the primary fly ash through a 180-mesh square hole sieve, and take the sieved residue to obtain spherical particles with a particle size of less than 80 μm. Mix fly ash particles with ethanol solution for ultrasonic cleaning, after cleaning, mix with prepared 10mol/L NaOH solution at a solid-to-liquid ratio of 1:30, stir for 2 hours under hydrothermal conditions at 70°C for chemical etching, the structure is rough particle surface.
以乙醇为溶剂,加入十七氟癸基三乙氧基硅烷配置成1wt%的十七氟癸基三乙氧基硅烷/乙醇溶液,将粗糙化处理的粉煤灰颗粒与配制好的溶液混合,于60℃下浸渍1h,进行低能化表面修饰。浸渍后的粉煤灰颗粒在105℃的N2环境下烘干2h,制得无机分散剂。Using ethanol as a solvent, add heptadecafluorodecyltriethoxysilane to configure a 1wt% heptadecafluorodecyltriethoxysilane/ethanol solution, and mix the roughened fly ash particles with the prepared solution , dipped at 60°C for 1h to perform low-energy surface modification. The impregnated fly ash particles were dried for 2 h at 105 °C under N2 environment to obtain an inorganic dispersant.
将偏高岭土与液体激发剂(NaOH与水玻璃的混合物,模数为1.6)按质量比1:1混合,搅拌100s制得偏高岭土基地质聚合物浆体。将无机分散剂按8%的掺量与地质聚合物浆体混合,搅拌60s混匀。采用旋转粘度计对比测算掺入此类分散剂前后浆体塑性粘度的变化。将地质聚合物浆体成型为试件,拆模后标准养护28d,分析分散剂对硬化体力学性能的影响。Metakaolin and liquid activator (a mixture of NaOH and water glass, modulus 1.6) were mixed at a mass ratio of 1:1, and stirred for 100 s to prepare a metakaolin-based geopolymer slurry. The inorganic dispersant is mixed with the geopolymer slurry in an amount of 8%, and stirred for 60s to mix well. A rotary viscometer was used to compare and calculate the change of the plastic viscosity of the slurry before and after adding such a dispersant. The geopolymer slurry was formed into a test piece, and the standard curing was 28 days after demoulding, and the influence of the dispersant on the mechanical properties of the hardened body was analyzed.
实施例3Example 3
本实施例提供一种改善地质聚合物浆体流变性能的无机分散剂,其制备方法包括:This embodiment provides an inorganic dispersant for improving the rheological properties of geopolymer slurry, and its preparation method comprises:
将一级粉煤灰过180目方孔筛,取筛余得到粒径小于80μm的球型颗粒。将粉煤灰颗粒与乙醇溶液混合进行超声清洗,清洗后与配置好的5mol/L的NaOH溶液按1:30的固液比混合,在60℃水热条件下搅拌6h进行化学蚀刻,构造粗糙颗粒表面。Pass the primary fly ash through a 180-mesh square hole sieve, and take the sieved residue to obtain spherical particles with a particle size of less than 80 μm. Mix fly ash particles with ethanol solution for ultrasonic cleaning, after cleaning, mix with prepared 5mol/L NaOH solution at a solid-to-liquid ratio of 1:30, stir for 6 hours under hydrothermal conditions at 60°C for chemical etching, and the structure is rough particle surface.
以乙醇为溶剂,加入十三氟辛基三乙氧基硅烷配置成1wt%的十三氟辛基三乙氧基硅烷/乙醇溶液,将粗糙化处理的粉煤灰颗粒与配制好的溶液混合,于60℃下浸渍1h,进行低能化表面修饰。浸渍后的微球在105℃的N2环境下烘干2h,制得无机分散剂。Using ethanol as a solvent, add tridecafluorooctyltriethoxysilane to configure a 1wt% tridecafluorooctyltriethoxysilane/ethanol solution, and mix the roughened fly ash particles with the prepared solution , dipped at 60°C for 1h to perform low-energy surface modification. The impregnated microspheres were dried for 2 h at 105 °C under N2 environment to obtain an inorganic dispersant.
将粒化高炉矿渣与液体激发剂(NaOH与水玻璃的混合物,模数为1.6)按质量比1:1混合,搅拌100s制得矿渣基地质聚合物浆体。将无机分散剂按8%的掺量与地质聚合物浆体混合,搅拌60s混匀。采用旋转粘度计对比测算掺入此类分散剂前后浆体塑性粘度的变化。将地质聚合物浆体成型为试件,拆模后标准养护28d,分析分散剂对硬化体力学性能的影响。Granulated blast furnace slag was mixed with liquid activator (a mixture of NaOH and water glass, modulus 1.6) at a mass ratio of 1:1, and stirred for 100 s to obtain a slag-based geopolymer slurry. The inorganic dispersant is mixed with the geopolymer slurry in an amount of 8%, and stirred for 60s to mix well. A rotary viscometer was used to compare and calculate the change of the plastic viscosity of the slurry before and after adding such a dispersant. The geopolymer slurry was formed into a test piece, and the standard curing was 28 days after demoulding, and the influence of the dispersant on the mechanical properties of the hardened body was analyzed.
实验例1地质聚合物的流变性能分析The rheological performance analysis of experimental example 1 geopolymer
20℃下,采用旋转粘度计(Chandler-Model 3530)对比测算掺入无机分散剂前后地质聚合物浆体塑性粘度的变化。At 20°C, a rotational viscometer (Chandler-Model 3530) was used to compare and calculate the change of plastic viscosity of geopolymer slurry before and after adding inorganic dispersant.
读取转子在3/6/10/20/30/60/100/200/300/600rpm转速下浆体的剪切应力,采用宾汉模型(公式1)对数据进行拟合,计算得出浆体的塑性粘度。Read the shear stress of the slurry at the rotor speed of 3/6/10/20/30/60/100/200/300/600rpm, use the Bingham model (formula 1) to fit the data, and calculate the slurry The plastic viscosity of the body.
τ=τ0+ηγ (1)τ=τ 0 +ηγ (1)
其中τ为剪切应力,γ为剪切速率,τ0为屈服强度,η为塑性粘度。where τ is the shear stress, γ is the shear rate, τ0 is the yield strength, and η is the plastic viscosity.
表1展示了实施例1-3提供的地质聚合物浆体的塑性粘度,以及所对应的未掺无机分散剂的对比试样的塑性粘度。Table 1 shows the plastic viscosities of the geopolymer slurries provided in Examples 1-3, and the corresponding plastic viscosities of the comparative samples not mixed with inorganic dispersants.
表1地质聚合物浆体塑性粘度的对比分析Table 1 Comparative analysis of plastic viscosity of geopolymer slurry
实验结果表明,对于粉煤灰、偏高岭土及矿渣等三种基体的地质聚合物,掺入粉体无机分散剂后浆体的塑性粘度分别降低了73.5%、70.7%及73.3%。由此说明,此类分散剂在高碱性且高粘度的地质聚合物浆体中发挥了良好的减水分散作用,有效改善了浆体的流变性能。The experimental results show that for the geopolymers of fly ash, metakaolin and slag, the plastic viscosity of the slurry is reduced by 73.5%, 70.7% and 73.3% respectively after adding powder inorganic dispersant. This shows that this type of dispersant has a good water-reducing dispersion effect in highly alkaline and high-viscosity geopolymer slurry, and effectively improves the rheological properties of the slurry.
实验例2地质聚合物硬化体的抗压强度测试Experimental Example 2 Compressive Strength Test of Geopolymer Hardened Body
采用WHY-200型万能实验机对比测量掺入无机分散剂前后地质聚合物硬化体抗压强度的变化。The WHY-200 universal testing machine was used to compare and measure the change of compressive strength of geopolymer hardened body before and after adding inorganic dispersant.
将尺寸为30mm×30mm×30mm的正方体地质聚合物试件标养28d龄期后进行抗压强度测试,加载速率为0.5mm/min。每组试样测试6个试块后取平均值。The cube geopolymer specimens with dimensions of 30mm×30mm×30mm were tested for compressive strength after being aged for 28 days, and the loading rate was 0.5mm/min. Take the average value after testing 6 test blocks for each group of samples.
表2展示了实施例1-3提供的地质聚合物硬化体的抗压强度,以及所对应的未掺无机分散剂的对比试样的抗压强度。Table 2 shows the compressive strength of the geopolymer hardened body provided by Examples 1-3, and the corresponding compressive strength of the comparative sample not mixed with inorganic dispersant.
表2地质聚合物硬化体抗压强度的对比分析Table 2 Comparative analysis of compressive strength of geopolymer hardened body
实验结果表明,对于粉煤灰、偏高岭土及矿渣等三种基体的地质聚合物,掺入无机分散剂后硬化体的抗压强度无明显降低,故这种无机分散剂对地质聚合物材料的强度发展无不利影响。The experimental results show that for geopolymers with three matrices such as fly ash, metakaolin and slag, the compressive strength of the hardened body does not decrease significantly after the inorganic dispersant is added. Strength development was not adversely affected.
尽管已用具体实施例来说明和描述了本发明,然而应意识到,在不背离本发明的精神和范围的情况下可以作出许多其它的更改和修改。因此,这意味着在所附权利要求中包括属于本发明范围内的所有这些变化和修改。While particular embodiments of the invention have been illustrated and described, it should be appreciated that various other changes and modifications can be made without departing from the spirit and scope of the invention. It is therefore intended to cover in the appended claims all such changes and modifications that are within the scope of this invention.
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