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Early age hydration, rheology and pumping characteristics of CSA cement-based 3D printable concrete

机译:基于CSA水泥3D可印刷混凝土的早期水合,流变学和泵送特性

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Calcium sulfoaluminate (CSA) cement is one of the promising low-CO2 alternate binder systems that could replace Portland cement in a variety of applications. In the current study, the feasibility of using CSA cement as a binder for 3D printable concrete was investigated. Very short open time due to the rapid hydration and high plastic viscosity are identified as critical issues in using CSA cement. In this study, the effectiveness of two retarders, (borax and gluconate) on the early age hydration of the CSA cement mixture was investigated using a combination of isothermal calorimetry, ultrasonic pulse velocity measurements, and 1-day compressive strength and compared with a reference Portland cement (PC) mixture. Gluconate, although effective in increasing the open time, significantly affects the early age compressive strength development. Borax, on the other hand, provides a region of low thermal activity to ensure the sufficiently long open time, and thereafter the hydration resumes to reach a compressive strength similar to that of the non-retarded CSA mixture. Although the CSA and PC mixtures showed similar rheological properties for the lubricating layer, the pumping pressure required was higher for the CSA mixture as compared to the PC mixture due to the high plastic viscosity of the bulk material. However, it was observed that partial substitution of CSA with limestone powder could decrease the plastic viscosity of the bulk material and result in reduced pumping pressure. Finally, the buildability of the different mixtures was also evaluated based on the critical failure height. The CSA-limestone mixtures showed increased buildability as compared to the PC mixture, which can be explained based on the trend observed in the growth of P-wave velocity at early ages. (C) 2020 Elsevier Ltd. All rights reserved.
机译:磺碱酸钙(CSA)水泥是有前途的低二氧化碳交替粘合剂系统之一,可以取代各种应用中的波特兰水泥。在目前的研究中,研究了使用CSA水泥作为用于3D可印刷混凝土的粘合剂的可行性。由于快速的水化和高塑料粘度,非常短的开放时间被鉴定为使用CSA水泥的关键问题。在该研究中,使用等温热量测定法,超声波脉冲速度测量和1天的抗压强度的组合研究了两次减速器(硼砂和葡萄糖酸盐)对CSA水泥混合物的早期水合的有效性。波特兰水泥(PC)混合物。葡萄糖酸盐虽然有效地增加了开放时间,显着影响了早期抗压强度的发展。另一方面,硼砂提供了低热活性的区域,以确保足够长的开放时间,然后水合物改造以达到与非延迟CSA混合物类似的抗压强度。虽然CSA和PC混合物显示出润滑层的类似流变性质,但与散装材料的高塑料粘度相比,与PC混合物相比,CSA混合物所需的泵送压力较高。然而,观察到CSA与石灰石粉末的部分取代可以降低散装材料的塑料粘度并导致泵送压力降低。最后,还基于临界失效高度评估了不同混合物的可易性。与PC混合物相比,CSA-石灰石混合物显示出增加的易用性,这可以基于在早期的P波速度的生长中观察到的趋势来解释。 (c)2020 elestvier有限公司保留所有权利。

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