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关于碱—矿渣净浆体固化材料的研究 被引量:7
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作者 李永德 孙尧 《混凝土》 CAS CSCD 2001年第6期41-43,共3页
本文研究组合碱—矿渣粉体混和料体系的化学固化效果。通过试验单独使用不同碱溶液对矿渣粉体的影响 ,重点对分别应用相同浓度的碱溶液以及将二者组合做了较详细的实验研究。结果表明 ,组合碱对矿渣粉体混和料的作用效果优于分别单独使... 本文研究组合碱—矿渣粉体混和料体系的化学固化效果。通过试验单独使用不同碱溶液对矿渣粉体的影响 ,重点对分别应用相同浓度的碱溶液以及将二者组合做了较详细的实验研究。结果表明 ,组合碱对矿渣粉体混和料的作用效果优于分别单独使用相同浓度的碱。另外 ,对不同的养护制度 ,掺入不同的粉体添加剂对本体系早期强度及干缩问题的影响也做了探讨性研究。 展开更多
关键词 组合碱—矿渣体系 化学固化物 “组合”效应 新型胶凝体
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粉煤灰对碱—矿渣水泥及构件性能影响研究 被引量:2
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作者 闫少杰 宋少民 《江西建材》 2015年第12期149-154,159,共7页
在碱—矿渣中掺入粉煤灰,进行碱—矿渣水泥胶砂和碱矿渣混凝土试验研究,研究粉煤灰对碱—矿渣水泥凝结时间和粉煤灰掺量对碱矿渣混凝土抗压强度的影响,通过制作了将矿渣混凝土梁构件,研究碱矿渣混凝土梁挠度与裂缝等变形性能。研究结果... 在碱—矿渣中掺入粉煤灰,进行碱—矿渣水泥胶砂和碱矿渣混凝土试验研究,研究粉煤灰对碱—矿渣水泥凝结时间和粉煤灰掺量对碱矿渣混凝土抗压强度的影响,通过制作了将矿渣混凝土梁构件,研究碱矿渣混凝土梁挠度与裂缝等变形性能。研究结果表明,粉煤灰的掺量对碱—矿渣水泥凝结时间有显著影响,随粉煤灰掺量增加,碱—矿渣水泥的初凝时间和终凝时间都会增长;碱—矿渣混凝土抗压强度试验中,碱—矿渣混凝土的强度呈现出随粉煤灰的掺量增加而波动的趋势;碱矿渣混凝土构件,裂缝一旦出现会迅速发展,直至破坏,且破坏荷载小于普通混凝土;碱矿渣混凝土梁的挠度大于普通混凝土梁的挠度,对于受弯构件来说,不宜采用碱—矿渣水泥混凝土;粉煤灰的加入使碱-矿渣混凝土构件的破坏荷载减小、挠度减小。 展开更多
关键词 碱—矿渣 粉煤灰掺量 凝结时间 构件性能
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碱—矿渣水泥中碱组份(水玻璃)与强度及其发展的关系 被引量:1
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作者 廖欣 顾健华 《济南大学学报(自然科学版)》 CAS 1990年第2期5-11,共7页
本文论述了水玻璃作为碱组份在碱—矿渣水泥中的作用,研究证明:它为矿渣活性激发提供了碱性环境,又为碱—矿渣水泥提供溶胶体系。实验表明,浆体强度是由矿渣水化产物和水玻璃溶胶共同产生,指出了碱激发增强和溶胶增强作用的转换关系,并... 本文论述了水玻璃作为碱组份在碱—矿渣水泥中的作用,研究证明:它为矿渣活性激发提供了碱性环境,又为碱—矿渣水泥提供溶胶体系。实验表明,浆体强度是由矿渣水化产物和水玻璃溶胶共同产生,指出了碱激发增强和溶胶增强作用的转换关系,并得出了实验数据。 展开更多
关键词 水玻璃 碱—矿渣水泥 水泥强度
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Effect of activator on rheological properties of alkali-activated slag-fly ash pastes 被引量:4
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作者 YUAN Qiang HUANG Yan-ling +2 位作者 HUANG Ting-jie YAO Hao WU Qi-hong 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第1期282-295,共14页
The time-dependent rheological behaviors of alkali-activated cement(AAC)are expected to be precisely controlled,in order to meet the requirements of modern engineering practices.In this paper,the effects of activator,... The time-dependent rheological behaviors of alkali-activated cement(AAC)are expected to be precisely controlled,in order to meet the requirements of modern engineering practices.In this paper,the effects of activator,including the Na_(2)O concentration and SiO_(2)/Na_(2)O(S/N)molar ratio,on the rheological behavior of alkali-activated slag fly ash pastes were investigated.The small amplitude oscillatory shear(SAOS)and shear test were used to evaluate the structural build-up and flowability of pastes.Besides,zeta potential measurement,calorimetric test and thermogravimetric analysis(TGA)were carried out to reveal the physico-chemical mechanisms behind the rheological evolution of fresh pastes.It was found that high Na_(2)O concentration and low S/N molar ratio improved the flowability and structural build-up rate of paste.Moreover,the structural build-up of alkali-activated slag-fly ash pastes consists of two stages,which is controlled by the dissolution of solid reactants and formation of C-(A)-S-H gels,respectively. 展开更多
关键词 alkali-activated slag-fly ash ACTIVATOR zeta potential RHEOLOGY structural build-up
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Damage process and performance of PVA fiber-reinforced alkali-activated slag mortar plate under bending 被引量:3
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作者 Dong Chenghao Li Tao +1 位作者 Zhang Yamei Liu Jiaping 《Journal of Southeast University(English Edition)》 EI CAS 2018年第2期229-236,共8页
The effects of unoiled polyvinyl alcohol(PVA)fiber with four different volume fractions of 0%,1.0%,1.5%and 2.0%on the bending properties of alkali-activated slag(AAS)mortar plates were studied.Meanwhile,the acoustic e... The effects of unoiled polyvinyl alcohol(PVA)fiber with four different volume fractions of 0%,1.0%,1.5%and 2.0%on the bending properties of alkali-activated slag(AAS)mortar plates were studied.Meanwhile,the acoustic emission(AE)technique and a high-speed camera were utilized to detect the crack development over the complete damage process,and the scanning electronic microscopy(SEM)was used to observe the fiber-matrix interface.Test results show that PVA fibers play a significant role in the toughness improvement of AAS plates.However,the enhancing effect of PVA fibers on the bending behaviour of AAS plates at 120 d is not as remarkable as at early ages.It is observed that the failure process of the PVA fiber-reinforced alkali-activated slag plate can be divided into three stages:elastic stage,main crack formation stage and post-peak load stage.Observations on the fracture surface of specimens indicate that the deterioration process of specimens under bending changed from fiber pull-out at 3 and 28 d to fiber fracture at 120 d. 展开更多
关键词 alkali-activated slag polyvinyl alcohol fiber BEND acoustic emission damage process
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