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Effect of synthesis parameters on the development of unconfined compressive strength of recycled waste concrete powder-based geopolymers

机译:合成参数对循环废物混凝土粉末地质聚合物非整合抗压强度发展的影响

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The main object of this study is to investigate the geopolymerization potential of recycled waste concrete powder (RWCP) as well as the effects of synthesis parameters, including the molarity of NaOH solution, the mass ratio of water glass to NaOH solution (WG/NH), the mass ratio of liquid alkali activator to solid powder (L/S), and the curing conditions (curing temperature, curing time and curing method), on the development of unconfined compressive strength (UCS) of recycled waste concrete powder-based geopolymers. The recycled waste concrete powder (RWCP) (size 0.075 mm) was utilized as source material, and water glass and sodium hydroxide (NaOH) were used as alkaline activators to synthesize geopolymer specimens. The dissolution of alumino-silicate from the RWCP under different concentrations of alkaline solutions was studied. The UCS of the resulting geopolymers synthesized under different conditions was tested. Further, the microstructure and mineral composition of the final products were characterized by X-ray Diffraction (XRD), Scanning Electron Microscopy (SEM) and Energy Dispersive Spectroscopy (EDS) technology. The results indicate that the dissolution of Si4+ and Al3+ in raw materials (RWCP) was highly affected by the alkali content and dissolution time. Increasing the alkali content, water glass content and L/S ratio was all conducive to enhancing the UCS of geopolymers. The optimum NaOH concentration corresponpded to 14 mol/L, WG/NH ratio of 1.5 and L/S mass ratio of 0.4. A maximum 7-day UCS of 14.32 MPa was achieved by wet curing at 70 degrees C for 24 hours. Microscopic analysis showed that the final products were mainly composed of amorphous hydrated calcium silicate and hydrated sodium aluminosilicate gels. However, due to the low activity and high calcium content of RWCP, most of crystalline phases and some unreacted substances still existed in the end products as inactive fillers, resulting in a relatively low UCS of the synthesized geopolymers. Baded on the research, it can be concluded that RWCP can be recycled as the precursor to synthesize geopolymer binder. (C) 2021 Elsevier Ltd. All rights reserved.
机译:本研究的主要目的是研究再生废混凝土粉末(RWCP)的地质聚合物化电位以及合成参数的影响,包括NaOH溶液的摩尔,水玻璃与NaOH溶液的质量比(WG / NH) ,液体碱活化剂与固体粉末(L / s)的质量比,以及固化条件(固化温度,固化时间和固化方法),对循环废物混凝土粉末的地质聚合物的无束缚抗压强度(UCS)的发育。再循环的废混凝土粉末(RWCP)(尺寸<0.075mm)用作源材料,水玻璃和氢氧化钠(NaOH)用作碱性活化剂以合成地质聚合物样本。研究了在不同浓度的碱性溶液下从RWCP溶解铝硅酸盐。测试了在不同条件下合成的所得地缘聚合物的UCS。此外,通过X射线衍射(XRD),扫描电子显微镜(SEM)和能量分散光谱(EDS)技术表征最终产物的微观结构和矿物组合物。结果表明,原料中的Si4 +和Al3 +溶解(RWCP)受碱含量和溶解时间的高度影响。增加碱含量,水玻璃含量和L / S比均有利于增强地质聚合物的UC。最佳的NaOH浓度可复印至14 mol / L,WG / NH比为1.5和L / S质量比为0.4。通过在70℃下湿固化24小时来实现最大7天的UCS 14.32MPa。显微镜分析表明,最终产物主要由无定形水合硅酸钙和水合硅铝酸钠凝胶组成。然而,由于RWCP的低活性和高钙含量,大多数结晶相和一些未反应的物质仍然在最终产物中作为无活性填料存在,导致合成地质聚合物的相对低的UCS。令人痛苦的是,可以得出结论,RWCP可以作为合成地缘聚合物粘合剂的前体再循环。 (c)2021 elestvier有限公司保留所有权利。

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