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水胶比对低水胶比水泥基复合材料的性能影响探究

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为研究水胶比对低水胶比水泥基复合材料(low water/binder cementitious composites,LWBCC)的性能影响不明确的问题,文中对具有0.16~0.22水胶比的4组LWBCC样品进行宏观性能与水化产物测试.结果表明,随着水胶比上升,LWBCC样品的流动度从71.5 mm上升到150.3 mm,而湿堆积密实度从0.691下降到0.572 3,抗压强度从81.25 MPa下降到68.64 MPa;X射线衍射与红外吸收光谱的结果表明,LWBCC样品的物相主要有硅酸三钙、硅酸二钙、氢氧化钙和钙矾石,水胶比的改变对水化产物的相组成并无明显影响;而29Si谱固体核磁的结果表明,水胶比的提高会使水化程度上升.
Study on the Effect of Water to Binder Ratio on the Properties of Low Water/Binder Cementitious Composite
In response to the unclear influence of water/binder ratio on the properties of low water/binder cementitious composites(LWBCC),four groups of LWBCC samples with water/binder ratios ranging from 0.16 to 0.22 were tested for their macroscopic performance and hydration products.The results show that as the water/binder ratio increases,the flowability of LWBCC samples increases from 71.5 mm to 150.3 mm,while the wet density decreases from 0.691 to 0.572 3,and the com-pressive strength decreases from 81.25 MPa to 68.64 MPa.X-ray diffraction and infrared spectrosco-py results show that the phases of LWBCC samples mainly include tricalcium silicate,dicalcium sili-cate,calcium hydroxide,and ettringite.The change in water/binder ratio has no significant effect on the phase composition of hydration products.The results of 29 Si solid-state nuclear magnetic reso-nance spectroscopy indicate that the increase in water/binder ratio leads to an increase in the degree of hydration.

low water/binder cementitious composite(LWBCC)water/binder ratiohydration prod-uct

李晨、刘开志、高立强、鄢亦斌、费顺鑫

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桥梁智能与绿色建造全国重点实验室 武汉 430034

中铁大桥科学研究院有限公司 武汉 430034

安徽工业大学材料科学与工程学院 马鞍山 243002

低水胶比水泥基复合材料(LWBCC) 水胶比 水化产物

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(6)