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碱激发低碳绿色混凝土力学与收缩性能试验研究

Experimental Research on Mechanical and Shrinkage Properties of Alkali Activated Low-Carbon Green Concrete.

作者信息

Xu Shaoyun, Gao Peiwei, Huang Lingling, Tang Longlong, Gu Xingqing, Wang Limin

机构信息

Department of Civil and Airport Engineering, College of Civil Aviation, Nanjing University of Aeronautics and Astronautics, Nanjing 211106, China.

College of Architectural Engineering, Yangzhou Polytechnic Institute, Yangzhou 225127, China.

出版信息

Materials (Basel). 2022 Aug 30;15(17):5984. doi: 10.3390/ma15175984.

Abstract

This paper describes orthogonal experiments to investigat the effects of content of fly ash and slag, sol ratio, modulus of sodium silicate and expander on the compressive strength and shrinkage of alkali activated low-carbon green concrete (AAGC) of different ages. The microstructures and hydration product compositions of AAGC with different proportions were further studied by Scanning Electron Microscopy (SEM), X-ray Diffraction (XRD) and Mercury Intrusion Porosimetry (MIP). The results show that with an increase of fly ash content, the compressive strength of AAGC gradually decreases, the decline of compressive strength at 28 d is smaller than that of 7 d, and the shrinkage strain gradually increases at 28 d. As the sol ratio increases, the compressive strength increases first and then decreases. When the sol ratio is 0.42, the compressive strength is maximal at 28 d; the same is true for compressive strength at 7 d. Additionally, an increase of sol ratio can reduce the shrinkage strain at 28 d. Finally, when the sol ratio was 0.46, the shrinkage decreased by 30.5% compared with 0.40 at 28 d. As the modulus of sodium silicate (M) increases, the compressive strength first increases and then decreases. When M is 1.4, the compressive strength reaches the maximum. As M increases, the shrinkage strain decreases first and then increases at 28 d. When M is 1.0, the shrinkage strain is the maximum at 28 d. Finally, with an increase in the content of expander, the compressive strength decreases at 7 d and 28 d, and the shrinkage strain decreases at 28 d. The shrinkage strain at 28 d is the minimum with 9% content. AAGC mixed with a small amount of fly ash and expander has more hydration products and significantly reduced cracks. In addition, the proportion of small hole volume of AAGC increases, while the proportion of large hole volume decreases. AAGC mixed with fly ash and slag without expander has more unhydrated particles and its structure is loose.

摘要

本文描述了正交试验,以研究粉煤灰和矿渣含量、水玻璃比、硅酸钠模量及膨胀剂对不同龄期碱激发低碳绿色混凝土(AAGC)抗压强度和收缩率的影响。通过扫描电子显微镜(SEM)、X射线衍射(XRD)和压汞法(MIP)进一步研究了不同配比的AAGC的微观结构和水化产物组成。结果表明,随着粉煤灰含量的增加,AAGC的抗压强度逐渐降低,28 d抗压强度的下降幅度小于7 d,28 d收缩应变逐渐增大。随着水玻璃比的增加,抗压强度先增大后减小。当水玻璃比为0.42时,28 d抗压强度最大;7 d抗压强度情况相同。此外,水玻璃比的增加可降低28 d收缩应变。最后,当水玻璃比为0.46时,28 d收缩率比0.40时降低了30.5%。随着硅酸钠模量(M)的增加,抗压强度先增大后减小。当M为1.4时,抗压强度达到最大值。随着M的增加,28 d收缩应变先减小后增大。当M为1.0时,28 d收缩应变最大。最后,随着膨胀剂含量的增加,7 d和28 d抗压强度降低,28 d收缩应变减小。当含量为9%时,28 d收缩应变最小。掺入少量粉煤灰和膨胀剂的AAGC有更多的水化产物且裂缝明显减少。此外,AAGC小孔体积比例增加,大孔体积比例减小。未掺膨胀剂的掺粉煤灰和矿渣的AAGC有更多未水化颗粒,其结构疏松。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1e46/9456585/8a05750de9f1/materials-15-05984-g002.jpg

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