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Properties of fly ash blended magnesium potassium phosphate mortars: Effect of the ratio between fly ash and magnesia

机译:粉煤灰混合镁磷酸钾砂浆的性质:粉煤灰与镁质之间的效果

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The ratio between fly ash (FA) and magnesia is an important factor for the optimum design of FA blended magnesium potassium phosphate cements (MKPCs). In this study, a high CaO content FA (CaO = 12.5 wt%) was used to partially replace magnesia at 0 wt%, 30 w%, 50 wt%, 70 wt%, and 90 wt%, respectively. The experimental results showed that a FA replacement of 50 wt% led to the highest compressive strengths. A FA replacement of 70 wt% is considered as upper limit, as the presence of more FA caused significantly lower strength. In the plain and the FA blended MKPCs, K-struvite (MgKPO4 center dot 6H(2)O) was the main hydrate. At very high FA contents, additional calcium potassium hydrogen phosphate (CaK3H(PO4)(2)) was observed as well as the destabilization of K-struvite to cattiite (Mg-3(PO4)(2)center dot 22H(2)O), which could be one of the main factors responsible for the lower strength of high FA blended MKPC mortars stored under water.
机译:粉煤灰(FA)和氧化镁之间的比例是FA混合镁磷酸钾水泥(MKPC)最佳设计的一个重要因素。 在该研究中,使用高CaO含量Fa(CaO = 12.5wt%)分别以分别为0wt%,30w%,50wt%,70wt%和90wt%的镁代替氧化镁。 实验结果表明,50wt%的FA更换导致最高的抗压强度。 对于70wt%的FA更换被认为是上限,因为存在更高的强度显着降低。 在平原和FA混合MKPCS中,K-STRUVITE(MGKPO4中心点6H(2)O)是主要水合物。 在非常高的FA含量下,观察到额外的磷酸钙(CAK3H(PO4)(2))以及K-STRUVITE至CATTIITE的稳定化(MG-3(PO4)(2)中心点22H(2)O. ),这可能是负责在水下储存的高FA混合MKPC砂浆的较低强度的主要因素之一。

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