Flow Degree and Mechanical Properties of PVA/Basalt Fiber Composite Gentil Material under Different Complex Ratios

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Abstract:

In the comparative study of single mixed PVA fiber (0,1%, 2%, 3%) and basalt fiber (0,0.1%, 0.2%, 0.3%) on the polymer mortar fluidity and mechanical properties, the results show that: PVA fiber and basalt fiber under the appropriate amount can improve mortar water retention, basically will not appear water phenomenon, which makes the construction more convenient. When the basalt and PVA fibers were 0.2%, the 28-d folding resistance was 5.60 MPa and 5.72 MPa, respectively. The results of the compressive strength test showed the same pattern as the folding strength. When the amount of PVA and basalt fiber was 0.2%, the 28-d folding strength was the greatest, which is 44.91 MPa and 41.92 MPa, respectively.

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95-101

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December 2024

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© 2024 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhan Yulin, Lin Jinen, Sruzhe, et al. Fluidity and mechanical properties of basalt fiber cement mortar under different mixture ratios [J]. Journal of Tongji University (Natural Science Edition), 2023, 51(12):1804-1812.

Google Scholar

[2] Xu Zikai. Study on the strength and shrinkage properties of slag-steel slag-based composite cementitious material [D]. Zhengzhou University, 2021.

Google Scholar

[3] Zhou Ying. Experimental study on PVA/basalt fiber cement matrix composite properties [D]. Hubei University of Technology, 2021.

Google Scholar

[4] In the ocean. Study on mechanical properties of polyvinyl alcohol-basalt fiber reinforced cement matrix composite [D]. Beijing University of Civil Engineering and Architecture, (2021)

Google Scholar

[5] Shen Sizheng, Zhuang Jinping, Wang Hao, et al. High-temperature properties of the basalt- PVA fiber cement-based material [J/OL]. Journal of Harbin Engineering University, 1-9.

Google Scholar

[6] Leng Rayageum, Zhang Pengfei, Liang Wenwen. Dynamic compressive mechanical behavior of basalt fiber-reinforced geological polymer concrete at high temperature [J]. Silicate notification, 2024,43(03): 914-921.

Google Scholar

[7] Yu Heshe, Wang Yanan, Wang Jue, etc. Study on the effect of material component ratio on RPC mobility and compressive strength [J]. Highway, 2021, 66 (05): 285-288.

Google Scholar

[8] Li Jianmin.Preparation and adsorption properties of fly ash-based porous geological polymer [D]. North China University of Science and Technology, 2021.

Google Scholar

[9] Li W, Yi Y. Use of carbide slag from acetylene industry for activation of ground granulated blast-furnace slag [J].Construction and Building Materials, 2020, 238: 117-713.

DOI: 10.1016/j.conbuildmat.2019.117713

Google Scholar

[10] Zhang Peng, Wang Han, Jiao Meiju, etc. nanometre SiO2 and PVA fiber [J]. New building materials, 2019, 46(12): 14-16.

Google Scholar

[11] Wang Qingxuan. Resistance of basalt fiber and its composite material on the mechanical properties of concrete [D]. Dalian University of Technology, (2021)

Google Scholar

[12] Bernal S A, Provis J L, Walkley B, et al. Gel nanostructure in alkali-activated binders based on slag and fly ash, and effects of accelerated carbonation [J]. Cement and Concrete Research, 2013, 53:127-144.

DOI: 10.1016/j.cemconres.2013.06.007

Google Scholar

[13] Karima Bouguermouh et al. Effect of acid attack on microstructure and composition of metakaolin-based geopolymers: The role of alkaline activator [J]. Journal of Non-Crystalline Solids, 2017, 463: 128-137.

DOI: 10.1016/j.jnoncrysol.2017.03.011

Google Scholar