首页|纳米C-S-H-PCE对免蒸养高强混凝土性能的影响

纳米C-S-H-PCE对免蒸养高强混凝土性能的影响

Effect of nano C-S-H-PCE on the properties of high-strength non-steam-cured concrete

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针对蒸汽养护易引起混凝土初始损伤及耐久性差等问题.本文采用纳米水化硅酸钙-聚羧酸醚复合材料(n-C-S-H-PCE)制备免蒸养高强混凝土.通过水化热、低场核磁等试验研究了n-C-S-H-PCE对混凝土抗压强度、水化速率、孔径分布、自收缩及耐久性的影响.结果表明:纳米水化硅酸钙(C-S-H)晶核为水化产物提供了成核位点,降低了成核的临界离子浓度Ksp,诱导期和加速期显著提前,显著提高了混凝土早期抗压强度,1天混凝土抗压强度提高 64%,且 28天以后混凝土没有发生强度倒缩.掺入n-C-S-H-PCE后,混凝土基体孔径细化,凝胶孔和毛细孔比例均增加,导致混凝土自干燥过程中毛细孔负压增大,增大混凝土自收缩;然而,混凝土基体的最可几孔径和 50~100 nm孔隙累计体积降低,提高了混凝土的抗氯离子侵蚀性能;孔径大于14 nm(临界孔径)的孔隙含量降低(由0.0287 mL/g降低到0.0156 mL/g),从而提高了混凝土的抗冻性能;此外,掺入n-C-S-H-PCE后,混凝土孔隙率降低,且随着矿粉掺量的增加,铝酸钙相和Ca2+的浓度降低,混凝土抗硫酸盐侵蚀能力提高.该研究为免蒸养、低收缩、高耐久、高强混凝土制备与应用提供了理论依据.
To solve the initial damage,poor durability,and other problems of concrete caused by steam curing,the nano-hydrated calcium silicate polycarboxylate ether composite(n-C-S-H-PCE)was used to prepare high-strength non-steam-cured concrete.The effects of n-C-S-H-PCE on the compressive strength,hydration rate,pore size distri-bution,autogenous shrinkage and durability of concrete were studied using hydration heat,low-field nuclear mag-netic resonance and other methods.Results show that the crystal nucleus of nano-C-S-H provides nucleation sites for the hydration products of cement,reducing the critical ion concentration Ksp of nucleation.And the induction and acceleration periods are advanced significantly.Also,the early compressive strength of concrete is improved considerably.The compressive strength of concrete increases by 64%after 1 day of curing,and the strength of con-crete has no regression after 28 days of curing.The addition of the n-C-S-H-PCE refines the pore size of concrete matrix and increases the proportion of gel pores and capillary pores.As a result,the negative capillary pressure in-creases during the auto-drying process of concrete.Thus,the autogenous shrinkage of concrete increases.However,the most probable pore size of the concrete matrix and the cumulative volume of pores with a diameter of 50-100 nm decrease.This improves the resistance to chloride migration into concrete.The content of pores with a pore diameter larger than 14 nm(the critical pore diameter)decreases(from 0.0287 mL/g to 0.0156 mL/g).As a result,the freeze-thaw resistance of concrete is improved.The addition of n-C-S-H-PCE can reduce the porosity of con-crete.In addition,with the increase of slag content,the concentration of calcium aluminate phase and Ca2+ de-creases.In this way,the resistance to sulfate attack of concrete increases.The results provide a theoretical basis for the preparation of non-steam-cured,low shrinkage,high durability and high-strength concrete.

nano early strength agentnon-steam-cured concretepore structureautogenous shrinkagedurab-ilityC-S-H-PCE

付华、王鹏刚、田砾、唐兴滨、赵铁军

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青岛理工大学 土木工程学院,青岛 266520

青岛市政集团砼业工程有限公司,青岛 266231

纳米早强剂 免蒸养混凝土 孔结构 自收缩 耐久性 C-S-H-PCE

国家自然科学基金

52278263

2024

复合材料学报
北京航空航天大学 中国复合材料学会

复合材料学报

CSTPCD北大核心
影响因子:0.933
ISSN:1000-3851
年,卷(期):2024.41(1)
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