纳米碳酸钙/超细水泥复合注浆材料力学强化-低碳协同机制

Mechanical-Low Carbon Synergy in Nano-CaCO3/Ultrafine Cement Grouting Composites: Mechanisms and Study

  • 摘要: 为解决深部巷道注浆工程中水泥浆材力学强度低、凝结时间长、碳排放高等问题,研发一种高质量低碳型纳米碳酸钙(NC)改性超细水泥复合注浆材料(SCGM)。通过复配不同NC、超细水泥及多组分外加剂(减水剂、膨胀剂与速凝剂),综合运用等温量热、XRD、SEM及FTIR等分析手段,系统研究NC掺量对材料工作性能、力学强度、微观结构及全长锚固特性影响规律,构建各关键性能指标的皮尔逊相关系数矩阵,并评估其全生命周期碳排放。结果表明,SCGM浆体流动性、泌水率与凝结时间与NC掺量呈负相关关联,结石体膨胀率、力学强度则随掺量呈先增大后减小趋势。NC掺量为3%时,SCGM综合性能最优,初凝时间缩短38.4%,泌水率降低75%,7 d、28 d抗压强度较基准组分别提升57%和42%。微观分析表明,NC在超细水泥体系中的晶核效应,可以提供额外成核位点以促进C-S-H凝胶生成并参与形成Mc,从而影响水泥水化产物生成过程,有效细化SCGM孔隙,提高基体密实度。在全长锚固拉拔试验中,3%掺量NC改性后体系的峰值荷载与位移分别提升49.5%及125%,显示了增强的力学承载性能与抗变形能力。这种优异的性能主要归为NC在超细水泥体系中的“物理填充-化学促进- 结构增强”协同增强机制。全生命周期碳排放核算显示,基于CO2矿化工艺的NC具有净负碳特性,使SCGM3单位体积CO2排放量降低4.7%,单位强度碳排放强度下降31.8%,表现出优异的力学性能强化与碳减排协同。

     

    Abstract: To address the issues of low mechanical strength, long setting time, and high carbon emissions associated with cementitious grouts in deep roadway grouting projects, a high-performance, low-carbon nano-calcium carbonate (NC) modified superfine cement grouting material (SCGM) was developed. By compounding varying amounts of NC, superfine cement, and multi-component additives (water reducer, expansion agent, and accelerator), the effects of NC content on the material's workability, mechanical strength, microstructure, and full-length anchoring characteristics were systematically investigated using isothermal calorimetry, XRD, SEM, and FTIR. A Pearson correlation coefficient matrix for key performance indicators was constructed, and its life-cycle carbon emissions were assessed. The results showed that the fluidity, bleeding rate, and setting time of the SCGM slurry exhibited a negative correlation with NC content, while the expansion rate and mechanical strength of the hardened grout first increased and then decreased with increasing NC content. At an NC content of 3%, SCGM exhibited the optimal comprehensive performance, with an initial setting time reduced by 38.4%, a bleeding rate decreased by 75%, and 7 d and 28 d compressive strengths increased by 57% and 42%, respectively, compared to the reference group. Microstructural analysis revealed that the nucleation effect of NC in the superfine cement system provided additional nucleation sites, promoting the formation of C-S-H gel and participating in the formation of Mc, thereby influencing the hydration product formation process, effectively refining the pores of SCGM, and enhancing matrix densification. In full-length anchorage pull-out tests, the system modified with 3% NC exhibited increases of 49.5% in peak load and 125% in corresponding displacement, demonstrating enhanced mechanical load-bearing capacity and deformation resistance. This superior performance was primarily attributed to the synergistic "physical filling-chemical promotion-structural enhancement" mechanism of NC in the superfine cement system. Life-cycle carbon emission accounting revealed that NC, produced via a CO2 mineralization process, exhibited net negative carbon characteristics, reducing the CO2 emissions per unit volume of SCGM3 by 4.7% and the carbon emission intensity per unit strength by 31.8%, demonstrating an excellent synergy between mechanical performance enhancement and carbon emission reduction.

     

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