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冻融与钢筋锈蚀作用下混凝土耐久性的研究

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为研究冻融与钢筋锈蚀共同作用下对混凝土耐久性的影响,在不同水胶比混凝土配合比的基础上,通过对钢筋表面做环氧涂层、混凝土表面涂刷硅烷、在混凝土内加入阻锈剂或矿渣粉等措施,以及使用不同程度锈蚀的钢筋等方法进行冻融与钢筋锈蚀试验.结果表明,混凝土经冻融循环后,并未对内部钢筋锈蚀产生不利影响,不同锈蚀程度钢筋对混凝土冻融性能的影响尚不显著,混凝土结构未因为钢筋的锈蚀而降低冻融循环的能力.而内置环氧钢筋,表面涂硅烷和掺合料的二次水化作用对混凝土耐久性有利.但当混凝土保护层厚度较小时,混凝土冻融对内部钢筋锈蚀是否有影响,需进一步进行验证.
Research on the durability of concrete under freeze-thaw and steel corrosion effects
In order to study the combined effect of freeze-thaw and steel bar corrosion on the durability of concrete,based on different water cement ratios of concrete mix proportions,measures such as epoxy coating on the surface of steel bars,brushing silane on the surface of concrete,adding rust inhibitors or slag powder to the concrete,and using steel bars with different degrees of corrosion were taken to conduct freeze-thaw and steel bar corrosion tests.The results showed that after freeze-thaw cycles,concrete did not have any adverse effects on the corrosion of internal steel bars.The effect of different degrees of corrosion of steel bars on the freeze-thaw performance of concrete was not significant,and the ability of concrete structures to undergo freeze-thaw cycles was not reduced due to the corrosion of steel bars.The secondary hydration effect of embedded epoxy steel bars,surface coating with silane and admixtures is beneficial for the durability of concrete.However,when the thickness of the concrete protective layer is small,further verification is needed to determine whether concrete freeze-thaw has an impact on the corrosion of internal steel bars.

freeze-thaw cyclecorrosion of steel barspotentialwater cement ratiothickness of protective layer

张婧艺、左晓维

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中交一航局第五工程有限公司,河北秦皇岛 066000

冻融循环 钢筋锈蚀 电位 水胶比 保护层厚度

2024

港工技术
中交第一航务工程勘察设计院有限公司

港工技术

影响因子:0.262
ISSN:1004-9592
年,卷(期):2024.61(z1)