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氯盐含量对不同养护温度下 C-S-H 凝胶和 Ca(OH)微观结构发展的影响

Effect of Chlorine Salt Content on the Microstructural Development of C-S-H Gels and Ca(OH) at Different Curing Temperatures.

作者信息

Qi Wenjie, Fang Zhisheng, Zhang Shiyi, Fan Yingfang, Shah Surendra P, Zheng Junjie

机构信息

School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China.

Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China.

出版信息

Materials (Basel). 2024 Sep 11;17(18):4460. doi: 10.3390/ma17184460.

Abstract

Freshwater resources are scarce in coastal areas, and using seawater as mixing water can alleviate the scarcity of freshwater resources. However, the presence of chloride ions in seawater affects the generation of hydration products and the durability of concrete structures. In order to investigate the effect of hydrated calcium silicate (C-S-H) gel and calcium hydroxide (CH) generation in seawater-mixed cement pastes under 50 °C curing, their microscopic morphology was investigated using differential scanning calorimetry analysis, X-ray diffraction (XRD), and scanning electron microscopy (SEM). The relationship between the amount of C-S-H gel and CH production and the amount of chloride ion dosing, fly ash dosing, and the age of curing were investigated. The degree of influence between hydration products and influencing factors was analyzed using the grey correlation analysis. It was shown that 50 °C curing promoted the hydration reaction and generated more hydration products compared with ASTM standard. The content of C-S-H gel and CH increased with chloride dosage. The content of C-S-H gel increased by 13.5% under 50 °C curing compared with the control group at a chloride dosage of 1.3%. Fly ash is rich in active SiO and AIO, and other components, which can react with Ca(OH) generated by cement hydration and then generate C-S-H gel. With the increase of fly ash, the content of C-S-H gel also increases, but the CH content decreases. When 25% of fly ash was doped under 50 °C curing, the C-S-H gel content increased by 5.02% compared to the control group. The CH content decreased by 31.8% compared to the control group. With the growth of the maintenance age, the hydration reaction continues, the generation of C-S-H gel and CH will continue to increase, and their microstructures will become denser. C-S-H gel and CH content increased the most by raising the curing temperature at 7 days of curing, increasing by 10.11% and 22.62%, respectively. C-S-H gel and CH content had the highest gray relation with fly ash dosing. Chloride dosage and age of maintenance had the highest correlation with CH content at room temperature maintenance of 0.788 and 0.753, respectively.

摘要

沿海地区淡水资源匮乏,使用海水作为拌合水可缓解淡水资源短缺问题。然而,海水中氯离子的存在会影响水化产物的生成及混凝土结构的耐久性。为研究50℃养护条件下海水拌合水泥浆体中水化硅酸钙(C-S-H)凝胶和氢氧化钙(CH)的生成情况,采用差示扫描量热分析、X射线衍射(XRD)和扫描电子显微镜(SEM)对其微观形态进行了研究。考察了C-S-H凝胶和CH生成量与氯离子掺量、粉煤灰掺量及养护龄期之间的关系。采用灰色关联分析方法分析了水化产物与影响因素之间的影响程度。结果表明,与ASTM标准相比,50℃养护促进了水化反应,生成了更多的水化产物。C-S-H凝胶和CH的含量随氯离子掺量的增加而增加。在氯离子掺量为1.3%时,50℃养护条件下C-S-H凝胶的含量比对照组增加了13.5%。粉煤灰富含活性SiO和AlO等成分,能与水泥水化生成的Ca(OH)反应,进而生成C-S-H凝胶。随着粉煤灰掺量的增加,C-S-H凝胶的含量也增加,但CH含量降低。50℃养护条件下掺加25%粉煤灰时,C-S-H凝胶含量比对照组增加了5.02%,CH含量比对照组降低了31.8%。随着养护龄期的增长,水化反应持续进行,C-S-H凝胶和CH的生成量将继续增加,其微观结构将变得更加致密。在养护7天时,提高养护温度,C-S-H凝胶和CH含量增加最多,分别增加了10.11%和22.62%。C-S-H凝胶和CH含量与粉煤灰掺量的灰色关联度最高。在室温养护条件下,氯离子掺量和养护龄期与CH含量的相关性最高,分别为0.788和0.753。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d98c/11432910/7b7c3cd7edad/materials-17-04460-g001.jpg

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