以生物废灰为活化剂和硬化剂煅烧粘土基地聚合物的缓花、干缩和减水性能

IF 5.3 2区 地球科学 Q2 CHEMISTRY, PHYSICAL Applied Clay Science Pub Date : 2023-10-01 DOI:10.1016/j.clay.2023.107050
Olajumoke L. Oladele , Elijah D. Adesanya , Arantxa Arbe , Amaia Iturrospe , Mary B. Ogundiran
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引用次数: 0

摘要

由于风化、收缩和活化剂成本的影响,地聚合物的耐久性和可持续性存在不确定性,这对其实际应用造成了阻碍。因此,本研究的目的是利用当地高岭土为前驱体,可可豆荚灰(CPA)为替代氢碱活化剂,长春花壳灰(PSA)为硬化剂,石矿尘(QD)为填料,制备具有更高耐久性和可持续性的地聚合物。在700°C (M7C)下煅烧局部高岭土,用CPA的部分组分代替,仅用Na2SiO3活化生成粘结剂(CPAG)。在M7C/CPA的最适组合中加入PSA作为快凝剂,在M7C/CPA/PSA的最适组合中加入QD生产砂浆。以8MNaOH/Na2SiO3活化的100%高岭土为基准地聚合物。地聚合物在室温下固化7天和28天,并对物理、机械和耐久性进行表征。利用XRF、ATR-FTIR和XRD对粘土、CPA、PSA、QD和地聚合物进行了表征。用等温传导量热法研究了反应性。ATR-FTIR和XRD结果表明,粘土中高岭石向偏高岭石转变,CPA中存在K-C-O键,PSA中存在O-C-O键。参考地聚合物的凝固时间为4 h,而CPAG的凝固时间为14 ~ 19 h。加入PSA后,凝固时间缩短至4 ~ 11 h。28 d时,参考地聚合物的抗压强度为18.1±0.3 MPa, CPAGs的抗压强度为23.5±0.3 ~ 35.6±0.3 MPa。当PSA添加量为2%时,抗压强度最佳。含聚羧酸的地聚合物无收缩,而参比地聚合物为0.03%。与参比相比,含cpa的地聚合物的发花倾向降低了25-75%。CPA作为替代活化剂的应用提高了地聚合物的力学性能、耐久性和可持续性。
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Mitigation of efflorescence, drying shrinkage and water demand of calcined clay-based geopolymers with biological waste ashes as activator and hardener

Uncertainties associated with durability and sustainability of geopolymer due to formation of efflorescence, shrinkage and activator cost are setbacks for its real-life applications. Therefore, the aim of this study was to produce geopolymers with improved durability and sustainability using local kaolin clay as precursor, cocoa-pods-ash (CPA) as alternative alkali hydroxide activator, periwinkle-shells-ash (PSA) as hardener and quarry-dust (QD) as filler. Local kaolin clay calcined at 700 °C (M7C), was replaced with some fractions of CPA and activated with only Na2SiO3 to produce binders (CPAG). The PSA was added to the best fit of M7C/CPA as fast-setting-agent, while QD was added to the best fit of M7C/CPA/PSA to produce mortars. 100% kaolin clay activated with 8MNaOH/Na2SiO3 was used as reference geopolymer. The geopolymers were cured at R.T for 7 and 28 days and characterised for physical, mechanical and durability properties. Clay, CPA, PSA, QD and geopolymers were characterised using XRF, ATR-FTIR and XRD. Reactivity was studied using isothermal conduction calorimetry. The ATR-FTIR and XRD results indicated transformation of kaolinite to metakaolinite in the clay, presence of K-C-O bond in CPA and O-C-O bond in PSA. Reference geopolymers set at 4 h while CPAG ranged from 14 to 19 h. With the addition of PSA, setting time reduced to values between 4 and 11 h. The compressive strength of reference geopolymer was 18.1 ± 0.3 MPa at 28 days, while CPAGs values ranged from 23.5 ± 0.3 to 35.6 ± 0.3 MPa. Best compressive strength was achieved with 2% PSA addition. No shrinkage in CPA-containing geopolymers while reference geopolymer had value of 0.03%. Efflorescence tendencies of the CPA-containing geopolymers reduced by 25–75% when compared with reference. Application of CPA as alternative activator improved the mechanical property, durability and sustainability of geopolymers.

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来源期刊
Applied Clay Science
Applied Clay Science 地学-矿物学
CiteScore
10.30
自引率
10.70%
发文量
289
审稿时长
39 days
期刊介绍: Applied Clay Science aims to be an international journal attracting high quality scientific papers on clays and clay minerals, including research papers, reviews, and technical notes. The journal covers typical subjects of Fundamental and Applied Clay Science such as: • Synthesis and purification • Structural, crystallographic and mineralogical properties of clays and clay minerals • Thermal properties of clays and clay minerals • Physico-chemical properties including i) surface and interface properties; ii) thermodynamic properties; iii) mechanical properties • Interaction with water, with polar and apolar molecules • Colloidal properties and rheology • Adsorption, Intercalation, Ionic exchange • Genesis and deposits of clay minerals • Geology and geochemistry of clays • Modification of clays and clay minerals properties by thermal and physical treatments • Modification by chemical treatments with organic and inorganic molecules(organoclays, pillared clays) • Modification by biological microorganisms. etc...
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