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海洋环境下玄武岩纤维混凝土的抗侵蚀及力学性能

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基于纤维混凝土契合当前海洋环境下混凝土服役的实际需求以及玄武岩纤维混凝土在海工类建筑物中的应用仍处于探索阶段.针对玄武岩纤维掺入海工混凝土后抗氯离子渗透性能以及力学抗裂性能的变化情况与作用机制展开研究;采用体积外掺法将长度为12,18,24 mm的玄武岩纤维分别以0.1%,0.2%,0.3%的体积掺量掺入海工混凝土中,就各纤维变量对混凝土电通量与混凝土拉压力学性能的影响展开分析.结果表明:混凝土电通量随着纤维掺量的增大呈现先降后增趋势,提升混凝土抗氯离子侵蚀性能的最佳掺量为0.1%~0.2%;不同尺寸纤维相同掺量下混凝土抗氯离子性能与纤维长度成正比;混凝土立方体抗压强度处于正增长趋势的纤维区间为0.1%~0.2%;0.2%掺量下的18 mm纤维,对混凝土劈裂抗拉强度提升幅度最大,0.3%掺量下的12 mm纤维混凝土劈裂抗拉强度提升最小;当掺入0.2%体积纤维时,18,24 mm玄武岩纤维混凝土拉压比增益最大,体积掺量为0.3%时,12 mm玄武岩纤维混凝土拉压比增益最大.
Study on the Corrosion Resistance and Mechanical Properties of Basalt Fiber Reinforced Concrete in Marine Environment
Based on the fact that fiber reinforced concrete meets the actual needs of concrete serv-ice in the current marine environment and the application of basalt fiber reinforced concrete in marine engineering buildings is still in the exploratory stage,research is conducted on the chan-ges and mechanisms of chloride ion penetration resistance and mechanical crack resistance after basalt fiber is added to marine engineering concrete.Using the volume addition method,basalt fi-bers with lengths of 12,18,and 24 mm were added to marine concrete at volumes of 0.1%,0.2%,and 0.3%,respectively.The influence of each fiber variable on the electrical flux and ten-sile and compressive mechanical properties of concrete was analyzed.The results show that the e-lectrical flux of concrete decreases first and then increases with the increase of fiber content,and the optimal dosage to improve the chloride ion corrosion resistance of concrete is between 0.1%and 0.2%.The chloride ion resistance of concrete with the same dosage of fibers of different si-zes is directly proportional to the fiber length.The fiber range with a positive growth trend in the compressive strength of concrete cubes is between 0.1%and 0.2%.The 18 mm fiber with a 0.2%content has the greatest improvement in the splitting tensile strength of concrete,while the 12 mm fiber concrete with a 0.3%content has the least improvement in splitting tensile strength.When 0.2%volume fiber is added,the tensile compression ratio gain of 18,24 mm ba-salt fiber reinforced concrete is the highest.When the volume content is 0.3%,the tensile com-pression ratio gain of 12 mm basalt fiber reinforced concrete is the highest.

basalt fibermarine concreteresistance to chloride ion penetrationmechanical prop-ertiestension-compression ratio

徐怀江、吴秋祺、张军、洪太波、薛松领、李家伟

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江苏海洋大学土木与港海工程学院,江苏连云港 222005

灌云县公路事业发展中心,江苏连云港 222200

玄武岩纤维 海工混凝土 抗氯离子渗透性能 力学性能 拉压比

2024

江苏海洋大学学报(自然科学版)
淮海工学院

江苏海洋大学学报(自然科学版)

影响因子:0.433
ISSN:1672-6685
年,卷(期):2024.33(1)
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