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低炭素固定率下におけるステンレススラグのセメント質活性変化と微視的メカニズム

Change of cementitious activity and microscopic mechanism of stainless steel slag under low carbon fixation rate (原題)

Yi Xing, Ruijie Wang, Guilan Yi, Wei SU

DOAJ (DOAJ: Directory of Open Access Journals)📚 査読済 / ジャーナル2026-10-01#CCUSOrigin: CN経営インパクト: コスト削減対象セクター: construction
DOI: 10.13374/j.issn2095-9389.2026.02.09.001
原典: https://doaj.org/article/0e111bf0c9a44b22b77ad576671c06c6

🤖 gxceed AI 要約

日本語

ステンレススラグの炭酸化効率を1.21〜11.68%に制御し、モルタル強度への影響を解明した。28日圧縮強度は炭酸化効率に対しU字型に変化し、3.33%で最小、3.95%で補償点を示す。これはCaCO3が孤立被膜から連続網目構造へ形態転移し、細孔充填と界面遷移帯の緻密化をもたらすためである。11.68%では強度が24.5%向上し、炭酸化によるスラグ資源化の機構的根拠を提供する。

English

Stainless-steel slag was carbonated at efficiencies of 1.21–11.68% and blended into mortar to study strength mechanisms. The 28-day compressive strength showed a U-shaped response with a minimum at 3.33% and a compensation point at 3.95%, driven by CaCO3 transitioning from isolated encapsulation layers to a continuous grid-like network that refines pores and densifies the interfacial transition zone. At 11.68% carbonation, strength rose 24.5% over untreated slag, offering a mechanistic basis for carbonation-based slag utilization.

Unofficial AI-generated summary based on the public title and abstract. Not an official translation.

📝 gxceed 編集解説 — Why this matters

日本のGX文脈において

日本は鉄鋼スラグの再資源化とCO2固定化(カーボンリサイクル)をGX政策の柱の一つとしており、本研究成果は建設材料分野での炭素固定・資源循環の実装可能性を示す。SSBJや有報でのスコープ3・循環経済開示を進める製造業にとって、副産物活用のエビデンスとなり得る。

In the global GX context

This work contributes to the global CCUS and industrial-decarbonization literature by quantifying how carbonation efficiency governs the mechanical performance of steel-slag-based binders, supporting circular-economy and embodied-carbon reduction strategies relevant to CSRD and ISSB disclosure of industrial by-product utilization.

👥 読者別の含意

🔬研究者:炭酸化効率とCaCO3形態・界面遷移帯の関係を定量化した点が、スラグ炭酸化研究の機構的理解に寄与する。

🏢実務担当者:鉄鋼スラグを炭酸化して建設材料へ活用する際、補償点を超える炭酸化制御が強度確保の鍵となることを示す。

🏛政策担当者:産業副産物のCO2固定化・資源循環を促す政策設計において、炭酸化プロセスの品質管理基準の根拠となり得る。

📄 Abstract(原文)

To elucidate the mechanism by which low-degree carbonation influences the macroscopic strength of stainless-steel slag, carbonated slag samples with carbonation efficiency ranging from 1.21% to 11.68% were prepared by varying the carbonation duration in a closed reactor at 210 °C with a liquid-to-solid ratio of 20% and a CO2 partial pressure of 0.2 MPa. Mortar specimens were fabricated by blending the carbonated slag with P.I 42.5 reference cement at a 30% mass replacement ratio and curing under standard conditions for up to 28 days. The phase composition was characterized by thermogravimetric analysis coupled with derivative thermogravimetry and X-ray diffraction, the pore structure of hardened mortars was examined by mercury intrusion porosimetry, and the interfacial transition zone between the slag particles and the cement paste matrix was analyzed by scanning electron microscopy with backscattered electron imaging and energy-dispersive spectroscopy. The width of the interfacial transition zone was quantified using gray-value profiles extracted perpendicular to the particle boundaries, and its internal porosity and compositional homogeneity were assessed via threshold segmentation and standard deviation analysis. The results revealed a distinct U-shaped evolution of the 28-day compressive strength with increasing carbonation efficiency, featuring a strength minimum at 3.33% and a performance compensation point at 3.95%. The underlying mechanism governing this nonmonotonic behavior is based on the morphological evolution and spatial redistribution of the CaCO3 carbonation product. At carbonation efficiencies below 3.33%, the reaction is largely confined to the particle surfaces where the preferential consumption of free lime and its hydration product Ca(OH)2 generates CaCO3 in the form of isolated encapsulation layers. These discontinuous layers act as physical barriers that impede the hydration of the internal dicalcium silicate while simultaneously introducing harmful micron-scale pores into the matrix, thereby accounting for the initial strength decline observed at this stage. Once the carbonation efficiency surpasses 3.33%, the reaction front advances into the dicalcium silicate phase and the newly formed CaCO3 undergoes a critical morphological transition from isolated clusters to a continuous grid-like network. This structural transformation fundamentally alters the role of CaCO3 from a hydration inhibitor to a synergistic reinforcer: the interconnected carbonate framework fills and progressively refines the capillary pore system while its extensive surface area provides abundant heterogeneous nucleation sites that promote the dense precipitation and intimate intergrowth of the calcium-silicate-hydrate gel throughout the matrix. At a carbonation efficiency of 3.95%, these positive contributions fully offset the initial adverse encapsulation effects, restoring the compressive strength to a level comparable to that of the untreated slag. Further carbonation to 11.68% elevates the 28-day compressive strength to 42.2 MPa, corresponding to an enhancement of 24.5% relative to the untreated reference material. In parallel with these bulk matrix modifications, deep carbonation substantially changes the interfacial transition zone. The average width of this zone decreases from over 20 μm to below 6 μm, and its internal structure changes from a porous and compositionally heterogeneous layer into a densified, homogeneous composite region in which calcium carbonate and calcium-silicate-hydrate gel are intimately interwoven, thereby strengthening the particle-matrix bond. This study demonstrates that precise regulation of carbonation efficiency dictates the morphological fate of carbonation products which in turn governs the pore structure refinement and interfacial densification that collectively underlie the U-shaped strength response. These findings provide a mechanistic basis for carbonation-based resource utilization of stainless steel slag, where steering the process beyond the compensation threshold enables carbonation products to act as synergistic reinforcements rather than physical barriers.

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