首页|基于外掺纳米水化硅酸钙的免蒸养CRTS Ⅲ型轨道板混凝土性能研究

基于外掺纳米水化硅酸钙的免蒸养CRTS Ⅲ型轨道板混凝土性能研究

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在混凝土中外掺质量分数1.0%的纳米水化硅酸钙并采用保温养护方式,采用温度测试仪、万能试验机等设备进行测试,对比蒸汽养护和保温养护两种养护方式下CRTS Ⅲ型轨道板混凝土的力学性能、耐久性能和微观形貌,探讨免蒸养的可行性.结果表明:采用保温养护方式,入模温度25℃,16 h龄期时保温养护混凝土抗压强度可达到45 MPa的脱模强度要求;与蒸汽养护混凝土相比,保温养护混凝土56 d电通量和56 d氯离子扩散系数分别降低15.6%和15.8%,且水化产物更加致密,微裂缝明显减少;经受300次冻融循环时,与蒸汽养护混凝土相比,28、56 d龄期保温养护混凝土相对动弹性模量分别提高7.8%和3.1%.综合来看,保温养护混凝土各方面性能均比蒸汽养护混凝土更优异,可在工程中尝试应用.
Study on Concrete Performance of CRTS Ⅲ Track Slab with Nano Calcium Silicate Hydrate External Admixture Under Steam-Free Curing
Adding 1.0%mass fraction of nano calcium silicate hydrate to CRTS Ⅲ track slab concrete,the mechanical properties,durability,and microstructure of CRTS Ⅲ track slab concrete cured by steam curing and insulation curing were compared by temperature tester and universal testing machine.The feasibility of CRTS Ⅲ track slab concrete steam-free curing was explored.The results show that under insulation curing with an initial temperature of 25 ℃ and 16 h of curing,the compressive strength of concrete can reach the demolding strength requirement of 45 MPa.Compared with steam cured concrete,the electrical flux and chloride ion diffusion coefficient of insulation cured concrete decreased by 15.6%and 15.8%respectively after 56 d.Moreover,hydration products are denser,and micro-cracks are significantly reduced.After enduring 300 freeze-thaw cycles,the relative dynamic elastic modulus of insulation cured concrete at 28 d and 56 d increases by 7.8%and 3.1%respectively compared to steam cured concrete.Overall,the performance of concrete cured with steam-free method surpasses that of steam cured concrete in various aspects,suggesting its potential application in engineering projects.

engineering materialstrack slab concretenano calcium silicate hydratesteam curinginsulation curingmechanical propertiesdurability

胡建伟

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中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081

中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081

工程材料 轨道板混凝土 纳米水化硅酸钙 蒸汽养护 保温养护 力学性能 耐久性能

中国铁道科学研究院集团有限公司项目

2017YJ043

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(3)
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