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首页> 外文期刊>International Review of Civil Engineering >Effect of Synthesized Calcium Carbonate Nanoparticles on Fresh and Mechanical Properties of High Volume Natural Pozzolan Mortars
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Effect of Synthesized Calcium Carbonate Nanoparticles on Fresh and Mechanical Properties of High Volume Natural Pozzolan Mortars

机译:合成碳酸钙纳米颗粒对高容量天然火山灰砂浆新鲜和力学性能的影响

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摘要

Concrete with high levels of Pozzolan suffers from poor early age strength development and an extended setting time and may therefore lead to construction delays thus limiting its use in the concrete industry. The main objective of this study has been to evaluate the effectiveness of calcium carbonate nano-particles (CCNPs) on improving the fresh and mechanical properties of high volume natural Pozzolan (HVNP) cement mortars. At the beginning, CCNPs have been synthesized in a simple and inexpensive way, and then the optimum content of nano-CaCO_3 has been determined based on the highest compressive strength achieved by ordinary Portland cement mortar with different proportions of CaCO_3 nanoparticles. In the end, the determined optimum content has been used in order to evaluate the effect of nano-CaCO_3 on the properties of HVNP mortars containing 40% and 60% natural Pozzolan as partial replacement of cement. Scanning electron microscopy (SEM) and X-ray diffractometery (XRD) techniques have been used in order to investigate the microstructure, the properties, and the compositions of the synthesized nano-particles and the cement-Pozzolan mortars. CCNPs have been synthesized efficiently via the simple precipitation method and suitable sonication process has been used to disperse CaCO_3 nanoparticles. The results have indicated that nano-CaCO_3 has increased the compressive strength of the Pozzolan-cement mortars, and the best result has been obtained at an optimum content of 1% nano-CaCO_3. The addition of nano-CaCO3 to the HVNP mortar improved its setting behavior; on the other hand, it has decreased its workability. However, this reduction in the workability has been offset by an increase due to partial replacement of cement by HVNP. Blending nano-CaCO_3 with HVNP (40 and 60% replacement levels) has compensated for the low compressive and flexural strength at early ages of HVNP mortars. Thus, it has proved to be an effective way for improving the mechanical properties of high volume natural Pozzolan-cement mortars. The XRD and SEM results have confirmed that nano-CaCO_3 has improved the early strength development and the microstructure of HVNP mortars by making it denser with less pores.
机译:火山灰含量高的混凝土的早期强度发展较差,凝固时间延长,因此可能导致施工延误,从而限制了其在混凝土行业中的使用。这项研究的主要目的是评估碳酸钙纳米颗粒(CCNP)在改善高体积天然火山灰(HVNP)水泥砂浆的新鲜性和机械性能方面的有效性。最初,CCNP以简单且廉价的方式合成,然后基于具有不同比例的CaCO_3纳米颗粒的普通波特兰水泥砂浆获得的最高抗压强度,确定了纳米CaCO_3的最佳含量。最后,使用确定的最佳含量来评估纳米CaCO_3对含40%和60%天然火山灰作为水泥的部分替代品的HVNP砂浆性能的影响。为了研究合成的纳米颗粒和水泥-Pozzolan砂浆的微观结构,性能和组成,已使用扫描电子显微镜(SEM)和X射线衍射仪(XRD)技术。通过简单的沉淀方法已经有效地合成了CCNP,并且已经使用适当的超声处理工艺来分散CaCO_3纳米颗粒。结果表明,纳米CaCO_3提高了火山灰水泥砂浆的抗压强度,在纳米CaCO_3的最佳含量为1%时获得了最佳结果。在HVNP砂浆中添加纳米CaCO3可改善其凝结性能。另一方面,它降低了可使用性。但是,由于使用HVNP替代了部分水泥,增加了可使用性,但这种可使用性的降低被抵消了。将纳米CaCO_3与HVNP(替代含量为40%和60%)混合,可以弥补HVNP砂浆早期的低抗压强度和抗弯强度。因此,已证明这是改善高体积天然火山灰水泥砂浆机械性能的有效方法。 XRD和SEM结果证实,纳米CaCO_3通过使其更致密,孔更少而改善了HVNP砂浆的早期强度发展和微观结构。

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