硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (7): 2379-2388.DOI: 10.16552/j.cnki.issn1001-1625.2026.0012
田成龙1(
), 陶圆1, 刘乐平2, 相继春3(
), 崔学民1, 贺艳1(
)
收稿日期:2026-01-06
修订日期:2026-02-01
出版日期:2026-07-15
发布日期:2026-08-13
通信作者:
贺 艳,博士,副教授。E-mail:20130017@gxu.edu.cn;作者简介:田成龙(2000—),男,硕士研究生。主要从事碱激发矿渣收缩研究。E-mail:2314302064@st.gxu.edu.cn
基金资助:
TIAN Chenglong1(
), TAO Yuan1, LIU Leping2, XIANG Jichun3(
), CUI Xuemin1, HE Yan1(
)
Received:2026-01-06
Revised:2026-02-01
Published:2026-07-15
Online:2026-08-13
摘要:
针对碱激发矿渣(AAS)收缩率大、现有测试方法周期长的问题,本研究采用真空脱水技术快速评价其收缩性能,研究真空脱水温度(40、50、60 ℃)对AAS收缩性能与微观结构的影响机制。通过监测AAS内部相对湿度与孔溶液表面张力的动态变化,结合多尺度微观分析技术,揭示了温度-水分迁移-结构演化的耦合规律。结果表明,真空脱水显著改变了AAS的收缩进程,AAS早期收缩加速,28 d总收缩率显著降低,其中40 ℃处理后的减缩效果最佳。适度升温(40~50 ℃)可促进游离水脱除并优化孔隙结构,增大的毛细管压力在AAS材料早期黏塑性阶段通过孔径优化-蠕变耗散协同作用有效降低了收缩应力;然而,温度过高(60 ℃)会导致毛细管压力积累速率超过蠕变耗散能力,引起应力-应变失配,进而诱发微裂纹与增加孔隙率。
中图分类号:
田成龙, 陶圆, 刘乐平, 相继春, 崔学民, 贺艳. 真空脱水快速评估碱激发矿渣的收缩性能及机理研究[J]. 硅酸盐通报, 2026, 45(7): 2379-2388.
TIAN Chenglong, TAO Yuan, LIU Leping, XIANG Jichun, CUI Xuemin, HE Yan. Rapid Assessment of Shrinkage Performance and Its Mechanism of Alkali-Activated Slag via Vacuum Dehydration[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2026, 45(7): 2379-2388.
| Composition | SiO2 | Al2O3 | CaO | Fe2O3 | K2O | Na2O | MgO | LOI |
|---|---|---|---|---|---|---|---|---|
| Mass fraction/% | 37.69 | 10.69 | 33.28 | 0.32 | 0.70 | 0.14 | 8.13 | 8.87 |
表1 矿渣的主要化学成分
Table 1 Main chemical composition of slag
| Composition | SiO2 | Al2O3 | CaO | Fe2O3 | K2O | Na2O | MgO | LOI |
|---|---|---|---|---|---|---|---|---|
| Mass fraction/% | 37.69 | 10.69 | 33.28 | 0.32 | 0.70 | 0.14 | 8.13 | 8.87 |
| Sample | Activator | Na2O content/% | W/B | Dehydration time/h | Temperature/℃ |
|---|---|---|---|---|---|
| NH-CG | NaOH | 5 | 0.35 | — | — |
| NH-VD-40 | 6,12,18,24 | 40 | |||
| NH-VD-50 | 6,12,18,24 | 50 | |||
| NH-VD-60 | 6,12,18,24 | 60 | |||
| WG-CG | Waterglass | — | — | ||
| WG-VD-40 | 6,12,18,24 | 40 | |||
| WG-VD-50 | 6,12,18,24 | 50 | |||
| WG-VD-60 | 6,12,18,24 | 60 |
表2 AAS浆体的配合比
Table 2 Mix proportion of AAS paste
| Sample | Activator | Na2O content/% | W/B | Dehydration time/h | Temperature/℃ |
|---|---|---|---|---|---|
| NH-CG | NaOH | 5 | 0.35 | — | — |
| NH-VD-40 | 6,12,18,24 | 40 | |||
| NH-VD-50 | 6,12,18,24 | 50 | |||
| NH-VD-60 | 6,12,18,24 | 60 | |||
| WG-CG | Waterglass | — | — | ||
| WG-VD-40 | 6,12,18,24 | 40 | |||
| WG-VD-50 | 6,12,18,24 | 50 | |||
| WG-VD-60 | 6,12,18,24 | 60 |
| Sample | Surface tension/(mN·m-1) | ||||
|---|---|---|---|---|---|
| 0 h | 6 h | 12 h | 18 h | 24 h | |
| NH-CG | 59.4 | 55.1 | 44.8 | 40.4 | 39.6 |
| NH-VD-40 | 59.4 | 48.8 | 45.4 | 48.4 | 53.8 |
| NH-VD-50 | 59.4 | 54.0 | 57.7 | 53.8 | 56.9 |
| NH-VD-60 | 59.4 | 62.5 | 59.4 | 57.9 | 52.5 |
| WG-CG | 47.0 | 46.7 | 41.9 | 42.2 | 51.0 |
| WG-VD-40 | 47.0 | 49.3 | 48.2 | 46.9 | 52.7 |
| WG-VD-50 | 47.0 | 48.4 | 47.6 | 45.0 | 54.5 |
| WG-VD-60 | 47.0 | 53.9 | 49.3 | 47.3 | 41.5 |
表3 AAS表面张力变化(0~24 h)
Table 3 Surface tension change of AAS (0~24 h)
| Sample | Surface tension/(mN·m-1) | ||||
|---|---|---|---|---|---|
| 0 h | 6 h | 12 h | 18 h | 24 h | |
| NH-CG | 59.4 | 55.1 | 44.8 | 40.4 | 39.6 |
| NH-VD-40 | 59.4 | 48.8 | 45.4 | 48.4 | 53.8 |
| NH-VD-50 | 59.4 | 54.0 | 57.7 | 53.8 | 56.9 |
| NH-VD-60 | 59.4 | 62.5 | 59.4 | 57.9 | 52.5 |
| WG-CG | 47.0 | 46.7 | 41.9 | 42.2 | 51.0 |
| WG-VD-40 | 47.0 | 49.3 | 48.2 | 46.9 | 52.7 |
| WG-VD-50 | 47.0 | 48.4 | 47.6 | 45.0 | 54.5 |
| WG-VD-60 | 47.0 | 53.9 | 49.3 | 47.3 | 41.5 |
| Item | NH-CG | NH-VD-40 | NH-VD-50 | NH-VD-60 | WG-CG | WG-VD-40 | WG-VD-50 | WG-VD-60 |
|---|---|---|---|---|---|---|---|---|
| Calcite content/% | 46.23 | 48.28 | 52.35 | 58.34 | 45.09 | 58.82 | 61.14 | 57.82 |
| Hydrotalcite content/% | 1.15 | 1.29 | 1.42 | 1.33 | 0.09 | 0.21 | 0.31 | 0.40 |
表4 方解石和水滑石含量
Table 4 Calcite and hydrotalcite content
| Item | NH-CG | NH-VD-40 | NH-VD-50 | NH-VD-60 | WG-CG | WG-VD-40 | WG-VD-50 | WG-VD-60 |
|---|---|---|---|---|---|---|---|---|
| Calcite content/% | 46.23 | 48.28 | 52.35 | 58.34 | 45.09 | 58.82 | 61.14 | 57.82 |
| Hydrotalcite content/% | 1.15 | 1.29 | 1.42 | 1.33 | 0.09 | 0.21 | 0.31 | 0.40 |
| Item | NH-CG | NH-VD-40 | NH-VD-50 | NH-VD-60 | WG-CG | WG-VD-40 | WG-VD-50 | WG-VD-60 |
|---|---|---|---|---|---|---|---|---|
| Micropore proportion/% | 3.12 | 3.31 | 3.32 | 2.81 | 2.53 | 2.95 | 3.35 | 3.39 |
| Mesopore proportion/% | 66.32 | 64.46 | 61.86 | 62.24 | 81.23 | 78.03 | 71.01 | 66.08 |
| Macropore proportion/% | 30.56 | 32.22 | 34.82 | 34.88 | 16.23 | 19.01 | 25.64 | 30.53 |
表5 24 h时AAS不同尺寸孔隙比例
Table 5 Proportion of different pore sizes in AAS at 24 h
| Item | NH-CG | NH-VD-40 | NH-VD-50 | NH-VD-60 | WG-CG | WG-VD-40 | WG-VD-50 | WG-VD-60 |
|---|---|---|---|---|---|---|---|---|
| Micropore proportion/% | 3.12 | 3.31 | 3.32 | 2.81 | 2.53 | 2.95 | 3.35 | 3.39 |
| Mesopore proportion/% | 66.32 | 64.46 | 61.86 | 62.24 | 81.23 | 78.03 | 71.01 | 66.08 |
| Macropore proportion/% | 30.56 | 32.22 | 34.82 | 34.88 | 16.23 | 19.01 | 25.64 | 30.53 |
| Sample | IRH/% | Surface tension/(mN·m-1) | Critical pore radius/nm | Capillary pressure/MPa |
|---|---|---|---|---|
| NH-CG | 88.50 | 39.60 | 65.07 | 1.22 |
| NH-VD-40 | 85.40 | 53.80 | 17.82 | 6.04 |
| NH-VD-50 | 79.90 | 56.90 | 7.56 | 15.05 |
| NH-VD-60 | 74.30 | 52.50 | 4.22 | 24.88 |
| WG-CG | 95.50 | 51.00 | 42.74 | 2.39 |
| WG-VD-40 | 83.90 | 52.70 | 5.30 | 19.89 |
| WG-VD-50 | 77.20 | 54.50 | 3.50 | 31.14 |
| WG-VD-60 | 68.20 | 41.50 | 1.73 | 47.98 |
表6 24 h时AAS的IRH、表面张力、临界孔半径及毛细管压力
Table 6 IRH, surface tension, critical pore radius and capillary pressure of AAS at 24 h
| Sample | IRH/% | Surface tension/(mN·m-1) | Critical pore radius/nm | Capillary pressure/MPa |
|---|---|---|---|---|
| NH-CG | 88.50 | 39.60 | 65.07 | 1.22 |
| NH-VD-40 | 85.40 | 53.80 | 17.82 | 6.04 |
| NH-VD-50 | 79.90 | 56.90 | 7.56 | 15.05 |
| NH-VD-60 | 74.30 | 52.50 | 4.22 | 24.88 |
| WG-CG | 95.50 | 51.00 | 42.74 | 2.39 |
| WG-VD-40 | 83.90 | 52.70 | 5.30 | 19.89 |
| WG-VD-50 | 77.20 | 54.50 | 3.50 | 31.14 |
| WG-VD-60 | 68.20 | 41.50 | 1.73 | 47.98 |
| [1] |
SHI C J, QU B, PROVIS J L. Recent progress in low-carbon binders[J]. Cement and Concrete Research, 2019, 122: 227-250.
DOI |
| [2] |
KOMLJENOVIĆ M, BAŠČAREVIĆ Z, MARJANOVIĆ N, et al. External sulfate attack on alkali-activated slag[J]. Construction and Building Materials, 2013, 49: 31-39.
DOI URL |
| [3] |
XU Z S, JI Y S, HUANG G D, et al. Nondestructive monitoring and evaluation of permeability of alkali activated slag concrete based on electric resistance[J]. Construction and Building Materials, 2022, 327: 126813.
DOI URL |
| [4] |
DURAN ATIŞ C, BILIM C, ÇELIK Ö, et al. Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar[J]. Construction and Building Materials, 2009, 23(1): 548-555.
DOI URL |
| [5] |
COLLINS F, SANJAYAN J G. Effect of pore size distribution on drying shrinking of alkali-activated slag concrete[J]. Cement and Concrete Research, 2000, 30(9): 1401-1406.
DOI URL |
| [6] | 周月霞, 王海龙, 程福星. 混凝土收缩开裂机理及测试方法综述[J]. 材料导报, 2023, 37( ): 233-238. |
| ZHOU Y X, WANG H L, CHENG F X. Review on shrinkage cracking mechanism and test methods of concrete[J]. Materials Reports, 2023, 37(supplement 1): 233-238 (in Chinese). | |
| [7] |
BALLEKERE K D, PEETHAMPARAN S, NGAMI M. Autogenous shrinkage of alkali activated slag mortars: basic mechanisms and mitigation methods[J]. Cement and Concrete Research, 2018, 109: 1-9.
DOI URL |
| [8] |
MA Y, YE G. The shrinkage of alkali activated fly ash[J]. Cement and Concrete Research, 2015, 68: 75-82.
DOI URL |
| [9] |
GAO X, YU Q L, BROUWERS H J H. Assessing the porosity and shrinkage of alkali activated slag-fly ash composites designed applying a packing model[J]. Construction and Building Materials, 2016, 119: 175-184.
DOI URL |
| [10] |
LI Z M, CHEN Y, PROVIS J L, et al. Autogenous shrinkage of alkali-activated slag: a critical review[J]. Cement and Concrete Research, 2023, 172: 107244.
DOI URL |
| [11] |
GAO H, SHIKHOV I, HAMED E, et al. New insights on the basic creep mechanism of one-part alkali activated slag and fly ash paste[J]. Cement and Concrete Research, 2024, 186: 107691.
DOI URL |
| [12] | 李启华, 丁天庭, 陈树东. 粉煤灰-矿渣碱激发体系的早期性能和耐高温研究[J]. 硅酸盐通报, 2017, 36(1): 365-368+373. |
| LI Q H, DING T T, CHEN S D. Early property and high temperature resistance of alkali activated system of fly ash-slag[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(1): 365-368+373 (in Chinese). | |
| [13] |
UPPALAPATI S, VANDEWALLE L, CIZER Ö. Autogenous shrinkage of slag-fly ash blends activated with hybrid sodium silicate and sodium sulfate at different curing temperatures[J]. Construction and Building Materials, 2020, 265: 121276.
DOI URL |
| [14] |
MA H Q, FU C C, DAI E Y, et al. Research on the effect of 60 ℃ thermal cycling on the properties of alkali-activated fly ash-slag materials: a new perspective[J]. Construction and Building Materials, 2024, 416: 135192.
DOI URL |
| [15] |
LI W, LEMOUGNA P N, WANG K T, et al. Effect of vacuum dehydration on gel structure and properties of metakaolin-based geopolymers[J]. Ceramics International, 2017, 43(16): 14340-14346.
DOI URL |
| [16] |
PLUSQUELLEC G, GEIKER M R, LINDGÅRD J, et al. Determination of the pH and the free alkali metal content in the pore solution of concrete: review and experimental comparison[J]. Cement and Concrete Research, 2017, 96: 13-26.
DOI URL |
| [17] |
JIANG Z L, PAN Y J, LU J F, et al. Pore structure characterization of cement paste by different experimental methods and its influence on permeability evaluation[J]. Cement and Concrete Research, 2022, 159: 106892.
DOI URL |
| [18] |
WANG F Z, YANG J, HU S G, et al. Influence of superabsorbent polymers on the surrounding cement paste[J]. Cement and Concrete Research, 2016, 81: 112-121.
DOI URL |
| [19] |
LURA P, JENSEN O M, VAN BREUGEL K. Autogenous shrinkage in high-performance cement paste: an evaluation of basic mechanisms[J]. Cement and Concrete Research, 2003, 33(2): 223-232.
DOI URL |
| [20] |
LIU L P, XU Y, LIU H N, et al. Drying shrinkage and microstructure of alkali-activated slag with different mixing time at low temperatures (-5 to 5 ℃)[J]. Construction and Building Materials, 2022, 360: 129529.
DOI URL |
| [21] |
CHENG M, SUN S T, WU P Y. Microdynamic changes of moisture-induced crystallization of amorphous calcium carbonate revealed via in situ FTIR spectroscopy[J]. Physical Chemistry Chemical Physics, 2019, 21(39): 21882-21889.
DOI PMID |
| [22] |
DE FILIPPIS U, PRUD HOMME E, MEILLE S. Relation between activator ratio, hydration products and mechanical properties of alkali-activated slag[J]. Construction and Building Materials, 2021, 266: 120940.
DOI URL |
| [23] |
HAHA MBEN, LE SAOUT G, WINNEFELD F, et al. Influence of activator type on hydration kinetics, hydrate assemblage and microstructural development of alkali activated blast-furnace slags[J]. Cement and Concrete Research, 2011, 41(3): 301-310.
DOI URL |
| [24] |
MYERS R J, BERNAL S A, PROVIS J L. Phase diagrams for alkali-activated slag binders[J]. Cement and Concrete Research, 2017, 95: 30-38.
DOI URL |
| [25] |
ZENG Q, LI K F, FEN-CHONG T, et al. Pore structure characterization of cement pastes blended with high-volume fly-ash[J]. Cement and Concrete Research, 2012, 42(1): 194-204.
DOI URL |
| [26] |
DENG J X, ZHU X H, XIONG D Y, et al. Mitigation of autogenous shrinkage of alkali-activated slag mortar by stearate salts[J]. Construction and Building Materials, 2023, 384: 131383.
DOI URL |
| [27] |
JENSEN O M, HANSEN P F. Autogenous deformation and RH-change in perspective[J]. Cement and Concrete Research, 2001, 31(12): 1859-1865.
DOI URL |
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