硅粉的硅烷化对水泥砂浆阻尼性能的影响
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摘要
利用硅烷偶联剂对硅粉进行了表面改性。用粘弹谱仪在-30～30℃和0.1～2 Hz条件下测定了在水泥砂浆中掺加硅粉和改性硅粉后水泥砂浆的储存模量和损耗因子;用X射线和扫描电镜对掺硅粉和改性硅粉的水泥砂浆试样进行了微观分析;最后对硅烷偶联剂的改性机理进行了分析。试验结果表明:改性硅粉与未改性硅粉相比,使水泥砂浆的损耗因子提高了20％～200％、储存模量提高了10％～20％;微观分析显示:硅烷偶联剂中的X基水解与水泥水化产物CH凝胶形成氢键后脱水形成硅氧键,这种网络搭接结构是提高硅粉水泥砂浆损耗因子的主要原因,而聚合物的减水和填充作用使得硅粉水泥砂浆的储存模量略有提高。试验结果为进一步研究有机和无机材料的融合提供了基础。
Surface modification of silica fume was made by using a silane coupling agent. The storage modulus and loss tangent of the different cement mortars after adding the silane - treated silica fume or as-received silica fume in the cement mortar were measured by the viscoelastic analyzer VA4000 at the temperature of -30-30℃ and frequency of 0. 1-2 Hz. The microstruc-ture of cement mortar specimens was analyzed by means of X-ray diffraction and scanning electron microscope. The experiment results show that the loss tangent of cement mortar contained the treated silica fume increases 20%-200% and storage modulus increases 10%-20% compared with that of contained as-received silica fume. It is showed that -OH group from -X group of silane coupling agent by hydrolyzation is connected with -OH group from cement hydration product Ca(OH)2, and then Si-O bond is occurred after dehydration. This net structure is the main reason of improving the loss tangent of cement mortar with the treated silica fume. The storage modulus of cement mortar with the treated silica fume also increases due to the water reduction and filling function of the treated silica fume.
Surface modification of silica fume was made by using a silane coupling agent. The storage modulus and loss tangent of the different cement mortars after adding the silane - treated silica fume or as-received silica fume in the cement mortar were measured by the viscoelastic analyzer VA4000 at the temperature of -30-30℃ and frequency of 0. 1-2 Hz. The microstruc-ture of cement mortar specimens was analyzed by means of X-ray diffraction and scanning electron microscope. The experiment results show that the loss tangent of cement mortar contained the treated silica fume increases 20%-200% and storage modulus increases 10%-20% compared with that of contained as-received silica fume. It is showed that -OH group from -X group of silane coupling agent by hydrolyzation is connected with -OH group from cement hydration product Ca(OH)2, and then Si-O bond is occurred after dehydration. This net structure is the main reason of improving the loss tangent of cement mortar with the treated silica fume. The storage modulus of cement mortar with the treated silica fume also increases due to the water reduction and filling function of the treated silica fume.
引文
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[2] FU Xuli, CHUNG D D L.Vibration damping admixture for cement [J].Cem Concr Res,1996,26:69-75．
[3] FU Xuli, LI Xiaohui, CHUNG D D L.Improving the vibration damping capacity of cement [J].Mater Sci,1998, 33:3601-3605．
[4] WANG Y, CHUNG D D L.Effects of sand and silica fume on the vibration damping behavior of cement [J]. Cem Concr Res, 1996,28:1353-1356．
[5] WEN SIHAI, CHUNG D D L.Enhancing the vibration reduction ability of concrete by using steel reinforcement and steel surface treatments [J].Cem Concr Res,2000, 30:327-330．
[6] SEZAN ORAK.Investigation of vibration damping on polymer concrete with polyester resin [J].Cem Concr Res, 2000,30:171-174．
[7] 刘铁军,欧进萍.水泥砂浆构件强度和阻尼增强掺料及其效果试验.低温建筑技术[J].2003,1:7-9． LIU Tiejun, OU Jinping. Low Temp Archit Tech (in Chinese), 2003,1:7-9．
[8] WANG Y, CHUNG D D L. Effects of sand and silica fume on the vibration damping behavior of cement [J].Cem Concr Res,1996, 28,1353-1356．
[9] FU Xuli, LI Xiaohui,CHUNG D D L.Improving the vibration damping capacity of cement [J].Mater Sci, 1998, 33:3601-3605．
[10] 李言荣,恽正中.材料物理学概论[M].北京:清华大学出版社,2001． LI Yanrong, YUN Zhengzhong.Introduction of Mater Physics (in Chinese). Beijing:Tsinghua University Press, 2001．
[11] 胡福增,陈国荣,杜永娟.材料表界面[M].上海:华东理工大学出版社,2001． HU Fuzeng, CHEN Guorong, DU Yongjuan. Surface of materials( in Chinese).Shanghai, Press of East China University of Science and Technology, 2001．
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