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水泥-粉煤灰的颗粒群匹配与其胶砂性能的关系研究 被引量:2
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作者 张永娟 张雄 《水泥技术》 2006年第5期36-40,共5页
本文将某低钙灰试样经粉磨处理,以不同比例与一定细度的纯硅酸盐水泥进行匹配,制成一系列粉煤灰水泥试样。根据Dinger-Funk的数学模型可得出粉体最佳颗粒群分布(即堆积密度达最大时的分布),并通过水泥与粉煤灰激光粒度检测结果计算各粉... 本文将某低钙灰试样经粉磨处理,以不同比例与一定细度的纯硅酸盐水泥进行匹配,制成一系列粉煤灰水泥试样。根据Dinger-Funk的数学模型可得出粉体最佳颗粒群分布(即堆积密度达最大时的分布),并通过水泥与粉煤灰激光粒度检测结果计算各粉煤灰水泥的实际颗粒群分布。运用灰色关联分析原理,考察各粉煤灰水泥试样的颗粒群分布与Dinger-Funk最紧密堆积颗粒群分布的相关性。同时,对各粉煤灰水泥进行标准稠度用水量以及胶砂强度测定。结果证明:当粉煤灰与水泥的匹配后的颗粒群分布与最紧密堆积的关联度较高时,相应的粉煤灰水泥标准稠度用水量较少,胶砂强度则较高。 展开更多
关键词 紧密堆积 灰色关联度 粉煤灰水泥性能
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粉煤灰水泥堆积效应与其抗压强度的关系 被引量:4
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作者 张永娟 张雄 《建筑材料学报》 EI CAS CSCD 2007年第1期43-47,共5页
将粉煤灰粉磨后,以不同比例与一定细度水泥配合,制成一系列粉煤灰水泥粉体.根据Dinger-Funk数学模型得出粉煤灰水泥粉体最佳颗粒群分布即最紧密堆积颗粒群分布.通过水泥与粉煤灰激光粒度检测结果计算粉煤灰水泥粉体实际颗粒群分布.运用... 将粉煤灰粉磨后,以不同比例与一定细度水泥配合,制成一系列粉煤灰水泥粉体.根据Dinger-Funk数学模型得出粉煤灰水泥粉体最佳颗粒群分布即最紧密堆积颗粒群分布.通过水泥与粉煤灰激光粒度检测结果计算粉煤灰水泥粉体实际颗粒群分布.运用灰色关联分析原理考察粉煤灰水泥粉体实际颗粒群分布与最紧密堆积颗粒群分布的相关性,同时测定粉煤灰水泥标准稠度用水量以及胶砂抗压强度.结果证明:当粉煤灰水泥粉体实际颗粒群分布与最紧密堆积颗粒群分布关联度较高时,相应粉煤灰水泥标准稠度用水量增加较少,胶砂抗压强度发展较理想. 展开更多
关键词 紧密堆积 灰色关联度 粉煤灰水泥性能
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Adsorption properties of CFBC ash-cement pastes as compared with PCC fly ash-cement pastes 被引量:4
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作者 Zhijuan Wang Yuanming Song 《International Journal of Coal Science & Technology》 EI 2016年第1期62-67,共6页
Circulating fluidized bed combustion (CFBC) ash can be potentially used as supplementary cementitious materials for concrete production due to its desirable pozzolanic activity. The adsorption properties of CFBC ash... Circulating fluidized bed combustion (CFBC) ash can be potentially used as supplementary cementitious materials for concrete production due to its desirable pozzolanic activity. The adsorption properties of CFBC ash-cement pastes were studied, and ordinary pulverized coal combustion (PCC) fly ash-cement pastes were used as control. The water-adsorption and superplasticizer (SP)-adsorption properties of the pastes were evaluated by water demand and UV-visible absorption spectroscopy respectively. The results show that CFBC ash-cement system has greater compressive strength as compared with PCC fly ash-cement system at a given curing age, although the water demand of the former is significantly higher than that of the latter. CFBC ash-cement pastes possess higher adsorption ability of aliphatic SP than PCC fly ash-cement pastes and the adsorption amount increases with an increase in ash replacement ratio. CFBC ash- cement pastes exhibit lower workability with higher slump loss. It is concluded that CFBC ash can be potentially used as supplementary cementitious material in concrete production, but the mix design of CFBC ash concrete needs to be appropriately adjusted. It is suggested that CFBC ash is used for the production of the concrete needing low flowability. 展开更多
关键词 CFBC ash - Coal ash CONCRETE ADSORPTION SUPERPLASTICIZER FLOWABILITY
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Effects of Limestone Powder on Rheological Properties of Cement - Fly Ash Mortar
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作者 XIE Youjun CHEN Xiaobo +2 位作者 MA Kunlin FENG Jin ZHAN Fang 《International English Education Research》 2015年第12期4-8,共5页
This article studies the effects of limestone powder on rheological properties of cement - fly ash mortar with RHEOLAB QC type rotation viscometer. The Bingham fluid model is introduced to fit the yielding stress and ... This article studies the effects of limestone powder on rheological properties of cement - fly ash mortar with RHEOLAB QC type rotation viscometer. The Bingham fluid model is introduced to fit the yielding stress and plastic viscosity of the mortar. The POWER LAW fluid model is introduced to fit the rheological index of the mortar. The results show that, adding limestone powder and fly ash to the cement mortar significantly decreases the yield stress of the mortar, changes the plastic viscosity of the mortar, increases the rheological index, decreases the degree of shear thinning of the mortar, and thereby improves the mortar' s workability. In the case of cement - fly ash mortar, with the increase of limestone powder content, both the yield stress and plastic viscosity of the mortar increase. When the limestone powder content is not higher than 14%, the increase of yield stress is not significant. When the limestone powder content is lower than 8%, the increase of plastic viscosity is not significant. When the content of limestone powder is higher than 22%, the rheological index of the mortar decreases and the degree of shear thinning increases. The effects of limestone powder' s packing density, shape and size, specific surface area, and fluid volume, are found to be the four major factors responsible for the changes ofrheological properties of the mortar. 展开更多
关键词 cement mortar rheological properties limestone powder fly ash MECHANISM
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