多壁碳纳米管超高性能混凝土盐冻耐久性试验研究

Experimental Study on the Salt Freezing Durability of Multi-Walled Carbon Nanotube Ultra-High-Performance Concrete.

作者信息

Liu Guifeng, Zhang Huadi, Liu Jianpeng, Xu Shuqi, Chen Zhengfa

机构信息

Department of Civil Engineering, Changzhou University, Changzhou 213164, China.

Anhui Jiaxiong Construction Engineering Co., Ltd., Hefei 230000, China.

出版信息

Materials (Basel). 2022 Apr 28;15(9):3188. doi: 10.3390/ma15093188.

Abstract

Ultra-high-performance concrete (UHPC) is a new type of high-performance cement-based composite. It is widely used in important buildings, bridges, national defense construction, etc. because of its excellent mechanical properties and durability. Freeze thaw and salt erosion damage are one of the main causes of concrete structure failure. The use of UHPC prepared with multi-walled carbon nanotubes (MWCNTs) is an effective method to enhance the durability of concrete structures in complex environments. In this work, the optimal mix proportion based on mechanical properties was obtained by changing the content of MWCNTs and water binder ratio to prepare MWCNTs UHPC. Then, based on the changes in the compressive strength, mass loss rate, and relative dynamic modulus of elasticity (RDME), the damage degree of concrete under different salt erosion during 1500 freeze-thaw (FT) cycles was analyzed. The changes in the micro pore structure were characterized by scanning electron microscope (SEM) and nuclear magnetic resonance (NMR). The test results showed that the optimum mix proportion at the water binder ratio was 0.19 and 0.1% MWCNTs. At this time, the compressive strength was 34.1% higher and the flexural strength was 13.6% higher than when the MWCNTs content was 0. After 1500 salt freezing cycles, the appearance and mass loss of MWCNTs-UHPC prepared according to the best ratio changed little, and the maximum mass loss was 3.18%. The higher the mass fraction of the erosion solution is, the lower the compressive strength and RDME of concrete after FT cycles. The SEM test showed that cracks appeared in the internal structure and gradually increased due to salt freezing damage. However, the microstructure of the concrete was still relatively dense after 1500 salt freezing cycles. The NMR test showed that the salt freezing cycle has a significant influence on the change in the small pores, and the larger the mass fraction of the erosion solution, the smaller the change in the proportion of pores. After 1500 salt freezing cycles, the samples did not fail, which shows that MWCNTs UHPC with a design service life of 150 years has good salt freezing resistance under the coupling effect of salt corrosion and the FT cycle.

摘要

超高性能混凝土(UHPC)是一种新型高性能水泥基复合材料。因其优异的力学性能和耐久性,被广泛应用于重要建筑、桥梁、国防建设等领域。冻融和盐侵蚀破坏是混凝土结构失效的主要原因之一。使用多壁碳纳米管(MWCNTs)制备UHPC是提高复杂环境下混凝土结构耐久性的有效方法。在本研究中,通过改变MWCNTs含量和水胶比来制备MWCNTs-UHPC,获得基于力学性能的最佳配合比。然后,基于抗压强度、质量损失率和相对动弹模量(RDME)的变化,分析了1500次冻融(FT)循环过程中不同盐侵蚀条件下混凝土的损伤程度。通过扫描电子显微镜(SEM)和核磁共振(NMR)对微观孔隙结构的变化进行了表征。试验结果表明,水胶比为0.19且MWCNTs含量为0.1%时为最佳配合比。此时,抗压强度比MWCNTs含量为0时提高了34.1%,抗折强度提高了13.6%。经过1500次盐冻循环后,按最佳比例制备的MWCNTs-UHPC外观和质量损失变化不大,最大质量损失为3.18%。侵蚀溶液的质量分数越高,冻融循环后混凝土的抗压强度和RDME越低。SEM试验表明,内部结构出现裂缝,并因盐冻损伤而逐渐增加。然而,经过1500次盐冻循环后,混凝土的微观结构仍然相对致密。NMR试验表明,盐冻循环对小孔的变化有显著影响,侵蚀溶液的质量分数越大,孔隙比例变化越小。经过1500次盐冻循环后,样品未失效,这表明设计使用寿命为150年的MWCNTs-UHPC在盐腐蚀和冻融循环耦合作用下具有良好的抗盐冻性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/06ae/9101171/e09ec8328999/materials-15-03188-g001.jpg

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