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依据ASTM试验标准,改良其试验方法,测量水泥复合净浆化学收缩与自收缩,研究单掺不同粒度无定型纳米二氧化硅、亲水型和表面预湿型纳米碳酸钙、不同晶型和粒度纳米二氧化钛三种无机纳米矿粉对其早期收缩的影响。研究表明:一定掺量范围内,无机纳米矿粉的掺入显著提高复合净浆化学收缩与自收缩,且随龄期增长,差异渐大,其中尤以掺纳米二氧化硅最甚,且纳米粒度越小,早期收缩越大。与不亲水但表面预湿型纳米碳酸钙相比,同掺量条件下掺亲水型纳米碳酸钙的净浆早期收缩更大。纳米氧化钛掺量3.0%~5.0%,净浆化学收缩最大,自收缩值增幅不大,远远低于掺纳米二氧化硅和掺碳酸钙的。无机纳米矿粉对水泥基材料早期收缩行为的影响与所掺纳米矿粉种类、晶型、颗粒尺度、表面状态以及掺量等密切相关。

Based on ASTM standards and modified test method ,the chemical and autogenous shrinkages of cement composite paste were measured to investigate the influences of single addition of one of three inorganic nano-powder , such as amorphous nano-SiO2 with different particle sizes , hydrophilic or surface prewetted nano-CaCO3 , or nano-TiO2 with various crystal forms and particle sizes on the early-age shrinkage of paste .Results show that within a certain mass proportion , the addition of inorganic nano-powder obviously increases both chemical and autogenous shrinkages of composite paste , and with time passing,the increments become more evident .The addition of nano-SiO2 exerts the most effect, especially using the smaller nano-particle.Compared to the hydrophilic or surface prewetted nano-CaCO3 , the hydrophilic one leads to higher early-age shrinkage of paste under the condition of the same mass proportion.With 3.0%-5.0%of nano-TiO2 admixed, though the highest chemical shrinkage of paste is observed , there is no remarked growth for autogenous shrinkage , much less than that added with nano-SiO2 or nano-CaCO3 .It can be concluded that the influence of inorganic nano-powder on the early-age shrinkage behavior of composite paste depends on the type , crystal form, particle size, surface status and mass proportion of the added inorganic nano-powder .

参考文献

[1] 陈瑜;邹成;宋宝顺;秦欢.掺矿物掺合材水泥净浆的化学收缩与自收缩[J].建筑材料学报,2014(3):481-486.
[2] Erika Holt.Contribution of mixture design to chemical and autogenous shrinkage of concrete at early ages[J].Cement and Concrete Research,20053(3):464-472.
[3] Mohammed Seddik Meddah;Masahiro Suzuki;Ryoichi Sato.Influence of a combination of expansive and shrinkage-reducing admixture on autogenous deformation and self-stress of silica fume high-performance concrete[J].Construction and Building Materials,20111(1):239-250.
[4] 刘建忠;孙伟;缪昌文;刘加平.矿物掺合料对低水胶比混凝土干缩和自收缩的影响[J].东南大学学报(自然科学版),2009(3):580-585.
[5] 叶青;张泽南;陈荣升;马成畅.纳米SiO2与水泥硬化浆体中Ca(OH)2的反应[J].硅酸盐学报,2003(5):517-522.
[6] Oltulu, M.;?ahin, R..Single and combined effects of nano-SiO_2, nano-Al_2O_3 and nano-Fe_2O_3 powders on compressive strength and capillary permeability of cement mortar containing silica fume[J].Materials Science & Engineering, A. Structural Materials: Properties, Misrostructure and Processing,201122(22):7012-7019.
[7] Senff, L.;Hotza, D.;Lucas, S.;Ferreira, V.M.;Labrincha, J.A..Effect of nano-SiO _2 and nano-TiO _2 addition on the rheological behavior and the hardened properties of cement mortars[J].Materials Science & Engineering, A. Structural Materials: Properties, Misrostructure and Processing,2012:354-361.
[8] Jong-Pil Won;Yi-Na Yoon;Byung-Tak Hong;Tei-Joon Choi;Su-Jin Lee.Durability characteristics of nano-GFRP composite reinforcing bars for concrete structures in moist and alkaline environments[J].Composite structures,20123(3):1236-1242.
[9] Nazari, A.;Riahi, S..The effect of TiO_2 nanoparticles on water permeability and thermal and mechanical properties of high strength self-compacting concrete[J].Materials Science & Engineering, A. Structural Materials: Properties, Misrostructure and Processing,20102(2):756-763.
[10] Jun Chen;Shi-cong Kou;Chi-sun Poon.Photocatalytic cement-based materials: Comparison of nitrogen oxides and toluene removal potentials and evaluation of self-cleaning performance[J].Building and environment,20119(9):1827-1833.
[11] Min-Hong Zhang;Jahidul Islam;Sulapha Peethamparan.Use of nano-silica to increase early strength and reduce setting time of concretes with high volumes of slag[J].Cement & concrete composites,20125(5):650-662.
[12] Alireza Naji Givi;Suraya Abdul Rashid;Farah Nora A. Aziz;Mohamad Amran Mohd Salleh.Experimental investigation of the size effects of SiO_2 nano-particles on the mechanical properties of binary blended concrete[J].Composites, Part B. Engineering,20108(8):673-677.
[13] Lin KL;Chang WC;Lin DF;Luo HL;Tsai MC.Effects of nano-SiO(2) and different ash particle sizes on sludge ash-cement mortar.[J].Journal of Environmental Management,20084(4):708-714.
[14] 马韬 .纳米颗粒火山灰活性对水泥基材料性能的影响及机理[D].浙江工业大学,2013.
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