CN116283102A - A method of regulating the coagulation time of geopolymers by using magnesium ions - Google Patents
A method of regulating the coagulation time of geopolymers by using magnesium ions Download PDFInfo
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- 229920000876 geopolymer Polymers 0.000 title claims abstract description 69
- 229910001425 magnesium ion Inorganic materials 0.000 title claims abstract description 63
- JLVVSXFLKOJNIY-UHFFFAOYSA-N Magnesium ion Chemical compound [Mg+2] JLVVSXFLKOJNIY-UHFFFAOYSA-N 0.000 title claims abstract description 61
- 238000000034 method Methods 0.000 title claims abstract description 34
- 230000015271 coagulation Effects 0.000 title claims abstract description 31
- 238000005345 coagulation Methods 0.000 title claims abstract description 31
- 230000001105 regulatory effect Effects 0.000 title claims abstract description 17
- 239000003513 alkali Substances 0.000 claims abstract description 34
- 239000004115 Sodium Silicate Substances 0.000 claims abstract description 25
- 229910052911 sodium silicate Inorganic materials 0.000 claims abstract description 25
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 25
- 230000005284 excitation Effects 0.000 claims abstract description 23
- 239000002002 slurry Substances 0.000 claims abstract description 15
- 238000006482 condensation reaction Methods 0.000 claims abstract description 11
- 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 11
- 239000004111 Potassium silicate Substances 0.000 claims abstract description 9
- 238000004090 dissolution Methods 0.000 claims abstract description 9
- 229910052913 potassium silicate Inorganic materials 0.000 claims abstract description 9
- NNHHDJVEYQHLHG-UHFFFAOYSA-N potassium silicate Chemical compound [K+].[K+].[O-][Si]([O-])=O NNHHDJVEYQHLHG-UHFFFAOYSA-N 0.000 claims abstract description 9
- 235000019353 potassium silicate Nutrition 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims abstract description 6
- 238000002156 mixing Methods 0.000 claims abstract description 4
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 21
- 239000002243 precursor Substances 0.000 claims description 20
- 229910004298 SiO 2 Inorganic materials 0.000 claims description 12
- 238000006243 chemical reaction Methods 0.000 claims description 12
- 230000001276 controlling effect Effects 0.000 claims description 9
- 229920000642 polymer Polymers 0.000 claims description 9
- 239000011777 magnesium Substances 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000011734 sodium Substances 0.000 claims description 7
- 239000000126 substance Substances 0.000 claims description 6
- 239000010881 fly ash Substances 0.000 claims description 5
- 159000000003 magnesium salts Chemical class 0.000 claims description 5
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims description 2
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 claims description 2
- 239000011591 potassium Substances 0.000 claims description 2
- 229910052700 potassium Inorganic materials 0.000 claims description 2
- 229910052708 sodium Inorganic materials 0.000 claims description 2
- 206010053567 Coagulopathies Diseases 0.000 claims 2
- 230000035602 clotting Effects 0.000 claims 2
- 230000002035 prolonged effect Effects 0.000 claims 1
- 230000008569 process Effects 0.000 abstract description 11
- 238000006116 polymerization reaction Methods 0.000 abstract description 8
- 239000011575 calcium Substances 0.000 abstract description 3
- 229910052791 calcium Inorganic materials 0.000 abstract description 3
- 229910052710 silicon Inorganic materials 0.000 abstract 1
- 239000010703 silicon Substances 0.000 abstract 1
- 239000000523 sample Substances 0.000 description 12
- 230000000694 effects Effects 0.000 description 10
- 238000003756 stirring Methods 0.000 description 10
- 229910052749 magnesium Inorganic materials 0.000 description 6
- 230000035515 penetration Effects 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 239000013074 reference sample Substances 0.000 description 5
- 230000008859 change Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 230000000979 retarding effect Effects 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- MWUXSHHQAYIFBG-UHFFFAOYSA-N nitrogen oxide Inorganic materials O=[N] MWUXSHHQAYIFBG-UHFFFAOYSA-N 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- 239000012190 activator Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000001934 delay Effects 0.000 description 2
- 239000002440 industrial waste Substances 0.000 description 2
- HCWCAKKEBCNQJP-UHFFFAOYSA-N magnesium orthosilicate Chemical compound [Mg+2].[Mg+2].[O-][Si]([O-])([O-])[O-] HCWCAKKEBCNQJP-UHFFFAOYSA-N 0.000 description 2
- 239000000391 magnesium silicate Substances 0.000 description 2
- 229910052919 magnesium silicate Inorganic materials 0.000 description 2
- 235000019792 magnesium silicate Nutrition 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000004936 stimulating effect Effects 0.000 description 1
- XTQHKBHJIVJGKJ-UHFFFAOYSA-N sulfur monoxide Chemical class S=O XTQHKBHJIVJGKJ-UHFFFAOYSA-N 0.000 description 1
- 229910052815 sulfur oxide Inorganic materials 0.000 description 1
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- 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
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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
- 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
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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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- 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
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Abstract
本发明涉及一种利用镁离子调控地聚合物凝结时间的方法,属于地聚合物材料技术领域。通过在硅酸钠或硅酸钾碱激发溶液中添加镁离子改变溶液pH值和溶液中硅的聚合度,从而降低偏高岭土的溶解速率和早期缩合反应速率,使地聚合物浆体的凝结时间显著增加。此方法属于一种间接调控凝结时间的方式,在不改变配合比的前提下间接调控地聚合物缩合反应过程中的Si/Al比,可以在保证后期性能不受影响的前提下起到明显缓凝的作用,有效解决低钙地聚合物早期凝结难以调控的问题。
The invention relates to a method for regulating the coagulation time of a geopolymer by using magnesium ions, and belongs to the technical field of geopolymer materials. By adding magnesium ions to the sodium silicate or potassium silicate alkali excitation solution, the pH value of the solution and the polymerization degree of silicon in the solution are changed, thereby reducing the dissolution rate of metakaolin and the early condensation reaction rate, and making the setting time of the geopolymer slurry A significant increase. This method belongs to an indirect method of regulating the coagulation time. The Si/Al ratio in the condensation reaction process of the geopolymer can be indirectly regulated without changing the mixing ratio, which can significantly slow down the condensation reaction without affecting the later performance. It effectively solves the problem that the early coagulation of low-calcium geopolymers is difficult to control.
Description
技术领域technical field
本发明涉及地聚合物材料技术领域,更具体地,涉及一种利用镁离子调控地聚合物凝结时间的方法。The invention relates to the technical field of geopolymer materials, and more specifically, relates to a method for regulating the coagulation time of geopolymers by using magnesium ions.
背景技术Background technique
地聚合物是一种由碱性溶液激发硅铝质前驱物(如偏高岭土、粉煤灰、矿渣等)形成的一种无定形胶凝材料,其生产过程中能耗低,CO2排放量仅为传统硅酸盐水泥的20%左右,并且几乎不产生氮氧化物、硫氧化物等有害气体,可以有效解决水泥生产带来的环境问题。同时,除具有和传统硅酸盐水泥相当的力学强度外,还具有更好的耐高温和耐酸碱腐蚀等性能。此外,地聚合物原料来源广,如粉煤灰、矿渣等工业废料的利用不仅可以降低造价,同时可以解决工业废料带来的环境污染问题。因此,地聚合物是一种经济节约、环境友好型胶凝材料,被认为是21世界最具潜力的水泥替代品。然而,作为一种新型的胶凝材料,由于其高碱性和反应机理的不同,目前广泛应用于硅酸盐水泥的外加剂不能很好的适配地聚合物。特别是对于偏高岭土或粉煤灰为代表的低钙类地聚合物,外加剂的研发存在严重不足,早期凝结时间的调控只能依赖于改变配合比,然而配合比的改变将会对后期性能造成影响,这极大地制约了地聚合物的推广和应用。因此迫切需要对相应的外加剂进行研发,以控制低钙地类聚合物的凝结时间,以满足现在地聚合物生产和应用的要求。Geopolymer is an amorphous cementitious material formed by stimulating silica-alumina precursors (such as metakaolin , fly ash, slag, etc.) It is only about 20% of traditional Portland cement, and hardly produces harmful gases such as nitrogen oxides and sulfur oxides, which can effectively solve the environmental problems caused by cement production. At the same time, in addition to having the same mechanical strength as traditional Portland cement, it also has better properties such as high temperature resistance and acid and alkali corrosion resistance. In addition, geopolymer raw materials have a wide range of sources, such as fly ash, slag and other industrial waste can not only reduce the cost, but also solve the environmental pollution caused by industrial waste. Therefore, geopolymer is an economical and environmentally friendly cementitious material, and is considered to be the most potential cement substitute in the 21st century. However, as a new type of cementitious material, the admixtures widely used in Portland cement are not well compatible with geopolymers due to their high alkalinity and different reaction mechanisms. Especially for low-calcium geopolymers represented by metakaolin or fly ash, the research and development of admixtures is seriously insufficient. The regulation of the early setting time can only depend on changing the mix ratio, but the change of the mix ratio will affect the later performance. This has greatly restricted the promotion and application of geopolymers. Therefore, there is an urgent need to develop corresponding admixtures to control the setting time of low-calcium geopolymers, so as to meet the requirements of the current geopolymer production and application.
发明内容Contents of the invention
基于目前地聚合物早期凝结时间难以灵活调控的不足,提供了一种调控地聚合物凝结时间的方法。本发明利用镁离子和碱激发溶液反应,改变碱激发溶液的pH值和硅酸钠溶液聚合度,从而降低前驱体的溶解速率和缩合反应速率,起到显著的缓凝效果。Based on the problem that the early coagulation time of geopolymers is difficult to be flexibly adjusted, a method for regulating the coagulation time of geopolymers is provided. The invention utilizes magnesium ions to react with the alkali excitation solution to change the pH value of the alkali excitation solution and the degree of polymerization of the sodium silicate solution, thereby reducing the dissolution rate and condensation reaction rate of the precursor and achieving a significant retarding effect.
根据本发明的目的,提供了一种利用镁离子调控地聚合物凝结时间的方法,包括以下步骤:According to the purpose of the present invention, a kind of method utilizing magnesium ion to control the coagulation time of ground polymer is provided, comprising the following steps:
(1)向碱激发溶液中加入镁盐,所述碱激发溶液为硅酸钠溶液或硅酸钾溶液;(1) adding magnesium salt to the alkali excitation solution, the alkali excitation solution is sodium silicate solution or potassium silicate solution;
(2)将步骤(1)中镁离子调控后的碱激发溶液和地聚合物前驱体混匀,使得前驱体的溶解速率和缩合反应速率降低,从而使地聚合物浆体的凝结时间增加。(2) Mix the alkali-activated solution regulated by magnesium ions in step (1) with the geopolymer precursor, so that the dissolution rate and condensation reaction rate of the precursor are reduced, thereby increasing the coagulation time of the geopolymer slurry.
优选地,所述镁盐为MgCl2、MgSO4或Mg(NO3)2。Preferably, the magnesium salt is MgCl 2 , MgSO 4 or Mg(NO 3 ) 2 .
优选地,所述镁离子的物质的量为硅酸钠溶液中钠元素或硅酸钾溶液中钾元素物质的量的10%-20%。Preferably, the amount of the magnesium ion is 10%-20% of the amount of the sodium element in the sodium silicate solution or the potassium element in the potassium silicate solution.
优选地,步骤(1)所述反应的时间大于24小时。Preferably, the reaction time of step (1) is greater than 24 hours.
优选地,所述前驱体为偏高岭土或粉煤灰。Preferably, the precursor is metakaolin or fly ash.
优选地,步骤(2)中,所述镁离子调控后的碱激发溶液和前驱体的质量比为1.3-1.6。Preferably, in step (2), the mass ratio of the alkaline excitation solution regulated by magnesium ions to the precursor is 1.3-1.6.
优选地,所述硅酸钠溶液的制备方法为:将纳米SiO2和NaOH溶解于水中,制备得到硅酸钠溶液。Preferably, the preparation method of the sodium silicate solution is: dissolving nano SiO 2 and NaOH in water to prepare the sodium silicate solution.
优选地,所述SiO2与NaOH的物质的量之比为1-2。Preferably, the ratio of SiO 2 to NaOH is 1-2.
优选地,所述硅酸钾溶液的制备方法为:将纳米SiO2和KOH溶解于水中,制备得到硅酸钾溶液。Preferably, the preparation method of the potassium silicate solution is: dissolving nano-SiO 2 and KOH in water to prepare the potassium silicate solution.
优选地,所述SiO2与KOH的物质的量之比为1-2。Preferably, the ratio of SiO 2 to KOH is 1-2.
总体而言,通过本发明所构思的以上技术方案与现有技术相比,主要具备以下的技术优点:Generally speaking, compared with the prior art, the above technical solution conceived by the present invention mainly has the following technical advantages:
(1)本发明利用镁离子和碱激发溶液反应,改变碱激发溶液的pH值和硅酸钠溶液聚合度,从而降低前驱体的溶解速率和缩合反应速率,起到显著的缓凝效果。(1) The present invention utilizes the reaction of magnesium ions and the alkali excitation solution to change the pH value of the alkali excitation solution and the degree of polymerization of the sodium silicate solution, thereby reducing the dissolution rate and condensation reaction rate of the precursor, and having a significant retarding effect.
(2)本发明利用镁离子和碱激发溶液反应,此过程可以生成纳米水化硅酸镁(M-S-H)凝胶吸附在前驱体(偏高岭土)颗粒表面,从而进一步降低前驱体的溶解速率。(2) The present invention uses magnesium ions and alkali to stimulate the reaction of the solution. This process can generate nano-hydrated magnesium silicate (M-S-H) gel to be adsorbed on the surface of the precursor (metakaolin) particles, thereby further reducing the dissolution rate of the precursor.
(3)本发明利用镁离子调控地聚合物凝结时间的方法,是通过调控碱激发溶液聚合度的方法改变地聚合物凝结时间,属于一种间接调控凝结时间的方式,在不改变配合比的前提下间接调控地聚合物缩合反应过程中的Si/Al比,可以保证后期性能满足要求。(3) The present invention utilizes the method for regulating and controlling the coagulation time of geopolymers by magnesium ions to change the coagulation time of geopolymers by regulating the degree of polymerization of the alkali-activated solution, which belongs to a mode of indirect regulation and control of coagulation time, without changing the mixing ratio On the premise of indirectly controlling the Si/Al ratio in the process of geopolymer condensation reaction, the later performance can be guaranteed to meet the requirements.
(4)本发明用于调控地聚合物的凝结时间的镁离子来源广,成本低。(4) The magnesium ion used in the present invention to regulate the coagulation time of the geopolymer has wide sources and low cost.
(5)本发明不需要复杂的操作,工序简单,有利于实际应用。(5) The present invention does not require complicated operations, and the process is simple, which is beneficial to practical application.
附图说明Description of drawings
图1是镁离子对地聚合物凝结时间的影响曲线(具体的,使用维卡仪测试地聚合物凝结时间,绘制地聚合物养护时间和针入度的关系曲线,5%Mg试样)。Figure 1 is the influence curve of magnesium ions on the coagulation time of the geopolymer (specifically, the coagulation time of the geopolymer is tested using a Vicat instrument, and the relationship curve between the curing time and the penetration of the geopolymer is drawn, 5% Mg sample).
图2是镁离子对地聚合物早期反应热的影响曲线(5%Mg试样)。Figure 2 is the influence curve of magnesium ions on the early reaction heat of geopolymer (5% Mg sample).
图3是镁离子对地聚合物强度发展的影响曲线(5%Mg试样)。Figure 3 is a graph showing the effect of magnesium ions on the strength development of geopolymers (5% Mg sample).
图4是镁离子对地聚合物凝结时间的影响曲线(具体的,使用维卡仪测试地聚合物凝结时间,绘制地聚合物养护时间和针入度的关系曲线,10%Mg试样)。Fig. 4 is the effect curve of magnesium ions on the coagulation time of the geopolymer (specifically, the coagulation time of the geopolymer is tested using a Vicat instrument, and the relationship curve between the curing time of the geopolymer and the penetration is drawn, 10% Mg sample).
图5是镁离子对地聚合物早期反应热的影响曲线(10%Mg试样)。Fig. 5 is the influence curve of magnesium ions on the early reaction heat of geopolymer (10% Mg sample).
图6是镁离子对地聚合物强度发展的影响曲线(10%Mg试样)。Figure 6 is a graph showing the effect of magnesium ions on the strength development of geopolymers (10% Mg sample).
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。此外,下面所描述的本发明各个实施方式中所涉及到的技术特征只要彼此之间未构成冲突就可以相互组合。In order to make the object, technical solution and advantages of the present invention more clear, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below may be combined with each other as long as they do not constitute a conflict with each other.
本发明通过在碱激发溶液中添加镁离子来调控碱激发溶液的pH值和聚合度,进而影响前驱体的溶解和缩合反应速率,最终做到调控地聚合物的凝结时间的目的。通过此方法得到的地聚合物,在后期性能得到保证的前提下,凝结时间显著延长。The invention adjusts the pH value and polymerization degree of the alkali excitation solution by adding magnesium ions in the alkali excitation solution, thereby affecting the dissolution and condensation reaction rate of the precursor, and finally achieves the purpose of regulating the coagulation time of the geopolymer. The geopolymer obtained by this method can significantly prolong the setting time under the premise that the later performance is guaranteed.
本发明的目的是通过以下技术步骤实现的:The object of the present invention is achieved through the following technical steps:
步骤一:制备碱激发溶液,根据实际需求制备所需模数的硅酸钠碱激发溶液。具体的,硅酸钠化学式Na2O·nSiO2,n为硅酸钠溶液模数,可在硅酸钠溶液中加入NaOH用于调控硅酸钠溶液模数。Step 1: Prepare an alkali excitation solution, and prepare a sodium silicate alkali excitation solution with a required modulus according to actual needs. Specifically, the chemical formula of sodium silicate is Na 2 O·nSiO 2 , n is the modulus of the sodium silicate solution, and NaOH can be added to the sodium silicate solution to adjust the modulus of the sodium silicate solution.
步骤二:在硅酸钠碱激发溶液中加入镁盐(如MgCl2)来提供所需镁离子,在常温条件下和碱激发溶液反应24小时以上,此过程保持搅拌,转速300转/min作用,使其能够充分反应,此步骤用于调控碱激发溶液的pH值和硅酸钠溶液聚合度,此过程为达到调控目的的关键。Step 2: Add magnesium salt (such as MgCl 2 ) to the sodium silicate alkali excitation solution to provide the required magnesium ions, and react with the alkali excitation solution at room temperature for more than 24 hours. During this process, keep stirring at a speed of 300 rpm. , so that it can fully react. This step is used to regulate the pH value of the alkali excitation solution and the degree of polymerization of the sodium silicate solution. This process is the key to achieve the purpose of regulation.
步骤三:将准备好的碱激发溶液和前驱体(如偏高岭土)混合搅拌3-5min,具体为先慢速搅拌1分钟,再快速搅拌三分钟,使其混合均匀,由于碱激发溶液碱性的降低和聚合度的增加,可以显著降低前驱体的溶解速率和缩合反应速率,以及镁离子和硅酸钠碱激发溶液反应可以生成纳米水化硅酸镁(M-S-H)吸附在前驱体表面,从而进一步降低前驱体的溶解速率,得到具有明显缓凝结果的地聚合物浆体。Step 3: Mix and stir the prepared alkali-activated solution and the precursor (such as metakaolin) for 3-5 minutes. Specifically, first stir slowly for 1 minute, then stir rapidly for 3 minutes to make it evenly mixed. Since the alkali-activated solution is alkaline The reduction and the increase of the degree of polymerization can significantly reduce the dissolution rate and condensation reaction rate of the precursor, and the reaction of magnesium ions and sodium silicate alkali to stimulate the solution can generate nano-hydrated magnesium silicate (M-S-H) adsorbed on the surface of the precursor, thereby The dissolution rate of the precursor is further reduced to obtain a geopolymer slurry with obvious retarded results.
步骤四:测试地聚合物的反应热及其凝结时间。Step 4: Test the heat of reaction of the geopolymer and its setting time.
步骤五:将制备好的地聚合物净浆装入模具,振捣密实,放入养护箱20℃养护两天后拆模,继续养护至规定龄期后测试抗压强度。Step 5: Put the prepared geopolymer slurry into the mould, vibrate and compact it, put it in the curing box at 20°C for two days, remove the mold, and continue curing until the specified age to test the compressive strength.
本发明通过调控碱激发溶液聚合度的方法改变地聚合物凝结时间,属于一种间接调控凝结时间的方式,在不改变配合比的前提下间接调控地聚合物缩合反应过程中的Si/Al比,可以保证后期性能满足要求。The invention changes the coagulation time of the geopolymer by regulating the degree of polymerization of the alkali-activated solution, which belongs to a method of indirectly regulating the coagulation time, and indirectly regulates the Si/Al ratio in the condensation reaction process of the geopolymer without changing the mixing ratio. , which can ensure that the later performance meets the requirements.
下面结合具体实施例对本发明做进一步讲解。The present invention will be further explained below in conjunction with specific embodiments.
实施例1Example 1
本发明制备了一种以硅酸钠溶液为碱激发剂,偏高岭土为前驱体的地聚合物,其化学摩尔比为Na2O:Al2O3:SiO2:H2O=1:1:4:11,此配比具有优异的力学性能,选取MgCl2来提供所需的Mg离子。具体实施步骤如下:The present invention prepares a geopolymer using sodium silicate solution as an alkali activator and metakaolin as a precursor, and its chemical molar ratio is Na 2 O:Al 2 O 3 :SiO 2 :H 2 O=1:1 :4:11, this ratio has excellent mechanical properties, choose MgCl 2 to provide the required Mg ions. The specific implementation steps are as follows:
步骤一:制备碱激发溶液,将65g纳米SiO2(纯度99.8%)和45.9g NaOH(纯度98.7%)溶解于102.8g水中,制备硅酸钠碱激发溶液。Step 1: preparing an alkali excitation solution, dissolving 65g nano-SiO 2 (purity 99.8%) and 45.9g NaOH (purity 98.7%) in 102.8g water to prepare a sodium silicate alkali excitation solution.
步骤二:将5.18g MgCl2(纯度99.5%,相当于Na2O摩尔数的5%),加入到硅酸钠溶液中,常温条件下反应24小时,此过程保持搅拌(约300转/min),搅拌过程注意密封防止水分流失。Step 2: 5.18g MgCl 2 (purity 99.5%, equivalent to 5% of Na 2 O moles) was added to the sodium silicate solution, and reacted for 24 hours under normal temperature conditions, and the process was kept stirring (about 300 rpm/min ), pay attention to sealing during the stirring process to prevent water loss.
步骤三:将134.38g偏高岭土与加入镁离子的碱激发溶液混合,搅拌时间设置为4min,使其完全混合均匀,得到地聚合物浆体。同时相同方法制备不含镁离子的地聚合物进行对比。Step 3: Mix 134.38g of metakaolin with the alkali-activated solution added with magnesium ions, and set the stirring time to 4 minutes to make them completely mixed uniformly to obtain a geopolymer slurry. At the same time, geopolymers without magnesium ions were prepared by the same method for comparison.
步骤四:在环境温度20℃条件下用维卡仪测试浆体的凝结时间,绘制30s时维卡仪探针灌入深度与养护时间的关系曲线,进行凝结时间的对比。另外准备约16g地聚合物样品,利用等温量热仪测试镁离子对地聚合物反应热的影响。Step 4: Test the coagulation time of the slurry with a Vicat instrument at an ambient temperature of 20°C, draw a relationship curve between the depth of the Vicat instrument probe and the curing time at 30 seconds, and compare the coagulation time. In addition, about 16g of geopolymer samples were prepared, and the effect of magnesium ions on the heat of reaction of geopolymers was tested by isothermal calorimeter.
步骤五:以同样的步骤制备地聚合物净浆装入模具,振捣均匀,制备40mm×40mm×40mm的立方体试块,在环境温度20℃条件下养护至3天、5天和28天,测试其抗压强度,表征镁离子对地聚合物力学性能的影响。Step 5: Prepare the geopolymer slurry in the same way and put it into the mold, vibrate evenly, prepare a cube test block of 40mm×40mm×40mm, and maintain it at an ambient temperature of 20°C for 3 days, 5 days and 28 days. The compressive strength was tested to characterize the effect of magnesium ions on the mechanical properties of geopolymers.
图1为地聚合物针入度深度和养护时间的关系曲线(图中Control为参考样,5Mg为加入5%镁离子的试样,每个试样测3次)。可以发现,5%镁离子的加入使初凝时间推迟了4小时左右,整体针入度曲线明显右移,说明镁离子的加入起到了显著的缓凝效果。Fig. 1 is the relationship curve between the penetration depth of the geopolymer and the curing time (Control in the figure is the reference sample, 5Mg is the sample added with 5% magnesium ions, and each sample is measured 3 times). It can be found that the addition of 5% magnesium ions delays the initial setting time for about 4 hours, and the overall penetration curve shifts to the right obviously, indicating that the addition of magnesium ions has a significant retarding effect.
图2为镁离子对地聚合物浆体早期反应热的影响曲线。可以发现,5%镁离子的加入使早期放热速率及总放热量明显降低,比如,养护24小时,镁离子的加入使总放热量降低了28%,说明镁离子的加入改变了地聚合物浆体的放热特性。Figure 2 is the influence curve of magnesium ions on the early reaction heat of geopolymer slurry. It can be found that the addition of 5% magnesium ions significantly reduces the early heat release rate and the total heat release. For example, after curing for 24 hours, the addition of magnesium ions reduces the total heat release by 28%, indicating that the addition of magnesium ions changes the geopolymer. Exothermic properties of slurries.
图3为镁离子对地聚合物强度发展的影响曲线。添加镁离子的地聚合物三天强度低于参考样,但随着龄期的增加,强度差距逐渐缩小,28天时强度已基本相当,对后期性能没有明显影响。Fig. 3 is a curve showing the effect of magnesium ions on the strength development of geopolymers. The three-day strength of the geopolymer added with magnesium ions is lower than that of the reference sample, but with the increase of age, the strength gap gradually narrows, and the strength is basically the same at 28 days, which has no obvious impact on the later performance.
实施例2Example 2
本发明制备了一种以硅酸钠溶液为碱激发剂,偏高岭土为前驱体的地聚合物,其化学摩尔比为Na2O:Al2O3:SiO2:H2O=1:1:4:11,此配比具有优异的力学性能,选取MgCl2来提供所需的Mg离子。具体实施步骤如下:The present invention prepares a geopolymer using sodium silicate solution as an alkali activator and metakaolin as a precursor, and its chemical molar ratio is Na 2 O:Al 2 O 3 :SiO 2 :H 2 O=1:1 :4:11, this ratio has excellent mechanical properties, choose MgCl 2 to provide the required Mg ions. The specific implementation steps are as follows:
步骤一:制备碱激发溶液,将65g纳米SiO2(纯度99.8%)和45.9g NaOH(纯度98.7%)溶解于102.8g水中,制备硅酸钠碱激发溶液。Step 1: preparing an alkali excitation solution, dissolving 65g nano-SiO 2 (purity 99.8%) and 45.9g NaOH (purity 98.7%) in 102.8g water to prepare a sodium silicate alkali excitation solution.
步骤二:将10.36g MgCl2(纯度99.5%,相当于Na2O摩尔数的10%),加入到硅酸钠溶液中,常温条件下反应24小时,此过程保持搅拌(约300转/min),搅拌过程注意密封防止水分流失。Step 2: 10.36g MgCl 2 (purity 99.5%, equivalent to 10% of Na 2 O moles) was added to the sodium silicate solution, and reacted for 24 hours under normal temperature conditions, and the process was kept stirring (about 300 rpm/min ), pay attention to sealing during the stirring process to prevent water loss.
步骤三:将134.38g偏高岭土与加入镁离子的碱激发溶液混合,搅拌时间设置为4min,使其完全混合均匀,得到地聚合物浆体。同时相同方法制备不含镁离子的地聚合物进行对比。Step 3: Mix 134.38g of metakaolin with the alkali-activated solution added with magnesium ions, and set the stirring time to 4 minutes to make them completely mixed uniformly to obtain a geopolymer slurry. At the same time, geopolymers without magnesium ions were prepared by the same method for comparison.
步骤四:在环境温度20℃条件下用维卡仪测试浆体的凝结时间,绘制30s时维卡仪探针灌入深度与养护时间的关系曲线,进行凝结时间的对比。另外准备约16g地聚合物样品,利用等温量热仪测试镁离子对地聚合物反应热的影响。Step 4: Test the coagulation time of the slurry with a Vicat instrument at an ambient temperature of 20°C, draw a relationship curve between the depth of the Vicat instrument probe and the curing time at 30 seconds, and compare the coagulation time. In addition, about 16g of geopolymer samples were prepared, and the effect of magnesium ions on the heat of reaction of geopolymers was tested by isothermal calorimeter.
步骤五:以同样的步骤制备地聚合物净浆装入模具,振捣均匀,制备40mm×40mm×40mm的立方体试块,在环境温度20℃条件下养护至3天、5天和28天,测试其抗压强度,表征镁离子对地聚合物力学性能的影响。Step 5: Prepare the geopolymer slurry in the same way and put it into the mold, vibrate evenly, prepare a cube test block of 40mm×40mm×40mm, and maintain it at an ambient temperature of 20°C for 3 days, 5 days and 28 days. The compressive strength was tested to characterize the effect of magnesium ions on the mechanical properties of geopolymers.
图4为地聚合物针入度深度和养护时间的关系曲线(图中Control为参考样,10Mg为加入10%镁离子的试样,每个试样至少测2次)。可以发现,10%镁离子的加入使初凝时间推迟了11小时左右,整体针入度曲线明显右移,说明镁离子的加入起到了显著的缓凝效果。Fig. 4 is the relationship curve between the penetration depth of the geopolymer and the curing time (Control in the figure is the reference sample, 10Mg is the sample added with 10% magnesium ions, and each sample is measured at least twice). It can be found that the addition of 10% magnesium ions delays the initial setting time by about 11 hours, and the overall penetration curve shifts to the right obviously, indicating that the addition of magnesium ions has a significant retarding effect.
图5为镁离子对地聚合物浆体早期反应热的影响曲线。可以发现,10%镁离子的加入使早期放热速率及总放热量明显降低,比如,养护24小时,镁离子的加入使总放热量降低了46%,说明镁离子的加入改变了地聚合物浆体的放热特性。Fig. 5 is a curve showing the effect of magnesium ions on the early reaction heat of geopolymer slurry. It can be found that the addition of 10% magnesium ions significantly reduces the early heat release rate and the total heat release. For example, after curing for 24 hours, the addition of magnesium ions reduces the total heat release by 46%, indicating that the addition of magnesium ions changes the geopolymer. Exothermic properties of slurries.
图6为镁离子对地聚合物强度发展的影响曲线。添加镁离子的地聚合物三天强度低于参考样,但随着龄期的增加,强度差距逐渐缩小,28天时强度略强于参考样,对后期性能没有明显影响。Figure 6 is a graph showing the effect of magnesium ions on the strength development of geopolymers. The three-day strength of the geopolymer added with magnesium ions is lower than that of the reference sample, but with the increase of age, the strength gap gradually narrows, and the strength is slightly stronger than the reference sample at 28 days, which has no obvious impact on the later performance.
本领域的技术人员容易理解,以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。It is easy for those skilled in the art to understand that the above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention, All should be included within the protection scope of the present invention.
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4904304A (en) * | 1986-12-29 | 1990-02-27 | Nissan Chemical Industries Ltd. | Chemical grout for ground injection and method for accretion |
JPH1036841A (en) * | 1996-07-24 | 1998-02-10 | Mitsui Petrochem Ind Ltd | Soil stabilizer with excellent solution hardening stability at low temperatures |
CN102875039A (en) * | 2012-09-26 | 2013-01-16 | 西安建筑科技大学 | Method for improving strength of sodium hydroxide-excited slag cementitious material by magnesium sulfate solution |
KR20150134623A (en) * | 2014-05-22 | 2015-12-02 | 권은자 | Eco-friendly inorganic composition for magnesia-phosphate composite and method of manufacturing the same. |
CN111511699A (en) * | 2017-12-15 | 2020-08-07 | 美国天主教大学 | Control of setting time of geopolymer compositions containing high calcium reactive aluminosilicate materials |
CN115602260A (en) * | 2022-11-11 | 2023-01-13 | 吉林医药学院(Cn) | A new type of self-compensating geopolymer cement and its method of regulating Mg content limit based on BP neural network |
-
2023
- 2023-03-24 CN CN202310301234.9A patent/CN116283102A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4904304A (en) * | 1986-12-29 | 1990-02-27 | Nissan Chemical Industries Ltd. | Chemical grout for ground injection and method for accretion |
JPH1036841A (en) * | 1996-07-24 | 1998-02-10 | Mitsui Petrochem Ind Ltd | Soil stabilizer with excellent solution hardening stability at low temperatures |
CN102875039A (en) * | 2012-09-26 | 2013-01-16 | 西安建筑科技大学 | Method for improving strength of sodium hydroxide-excited slag cementitious material by magnesium sulfate solution |
KR20150134623A (en) * | 2014-05-22 | 2015-12-02 | 권은자 | Eco-friendly inorganic composition for magnesia-phosphate composite and method of manufacturing the same. |
CN111511699A (en) * | 2017-12-15 | 2020-08-07 | 美国天主教大学 | Control of setting time of geopolymer compositions containing high calcium reactive aluminosilicate materials |
CN115602260A (en) * | 2022-11-11 | 2023-01-13 | 吉林医药学院(Cn) | A new type of self-compensating geopolymer cement and its method of regulating Mg content limit based on BP neural network |
Non-Patent Citations (1)
Title |
---|
郭晓潞等: "《水泥基材料结构与性能》", 30 September 2020, 中国建材工业出版社, pages: 244 * |
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