探索表面涂层剂对混凝土强度恢复的效

Hyeok Jung Kim1, Nam Wook Kim2
1、韩京国立大学
2、Jeonnam State University

摘要


混凝土的裂缝和空隙会导致耐久性的损失。当裂缝到达钢筋混凝土结构表面时,可以用各种方法进行修补,
但对于荷载重复作用引起的潜在缺陷或微裂缝,由于无法通过表面状态进行检测,目前还没有有效的修补方法。在
本研究中,我们使用用于修复的涂层材料检测了掺有外加剂的混凝土的自修复性能的存在与否,该涂层材料已经使
用了很长时间。由此,通过试验确定了掺外加剂混凝土的基本特性,证实了其自修复性能。考虑到受损混凝土强度
的恢复,掺有表面涂层剂的混凝土比掺有非混合混凝土的混凝土显示出更大的恢复效果。随着受损材料的老化,这
种影响更大。这表明,即使将修复涂层材料作为掺合剂混合,也保持了晶体增殖效果,并且证实了混合有掺合剂的
混凝土具有自修复性能。

关键词


强度恢复率;表面涂层剂;自修复;维护;耐久性

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参考


[1] Alrifile, M., et al, (2017), “Effect of Epoxy in

Reducing ConcreteCracks” Journal of Environmental Science,

39 (2), 53-68.

[2] Lau, I., et al, (2018), “Critical Crack Depth in

Corrosion induced Concrete Cracking” ACI Structural Journal,

115 (4),

[3] Yu, C., et al, (2014), “The Effect of Concrete Cracks

onChloride Erosion” Applied Mechanics and Materials, 711

(1),473-476.

[4] Beushausen, H., et al, (2019), “Performance-based

approachesfor Concrete Durability: State of the Art and Future

ResearchNeeds” Cement and Concrete Research, 119, 11-20.

[5] Moodi, F., et al, (2019), “Investigation on Mechanical

andDurability Properties of Polymer and Latex-Modified

Concretes”Construction and Building Materials, 191, 145-

154.

[6] Onoue, K., et al, (2019), “Energy Consumption

Characteristicsof Concrete using Granulated BlastFurnace Slag Sand relatedto Nucleation and Propagation of

Microcracks” Constructionand Building Materials, 218, 404-

412.

[7] Abyaneh, S. D., et al, (2016), “Simulating the

Effect ofMicrocracks on the Diffusivity and Permeability of

Concreteusing Three-Dimensional Model” Computational

MaterialScience, 119, 130-143.

[8] Narayanan, A., et al, (2016), “Experimental

Evaluation ofLoad induced Damage in Concrete from

DistributedMicrocracks to Localized Cracking on ElectroMechanicalImpedance Response of Bonded PZT” Construction

andBuilding Materials, 105, 536-544.

[9] Faber, M. H., et al, (2002), “Indicators of Inspection

andMaintenance Planning of Concrete Structures”

StructuralSafety, 24 (2-4), 396.

[10] Lu, Y., et al, (2018), “Study on the Effect of

Chloride Ion onthe Early Age Hydration Process of Concrete

by a Non-Contact Monitoring Method” Construction and

BuildingMaterials, 172, 499-508.

[11] Wang, X., et al, (2018), “Analysis of Hydration and

StrengthOptimization of Cement–Fly Ash-Limestone Ternary

BlendedConcrete” Construction and Building Materials, 166,

130-140.

[12] Dung, N. T., et al, (2018), “Development of

MgO Concretewith Enhanced Hydration and Carbonation

Mechanisms”Cement and Concrete Research, 103, 160-169.

[13] Ghoddousi, P., et al, (2017), “Study on Hydration

Products byElectrical Resistivity for Self-Compacting

Concrete withSilica Fume and Metakaolin” Construction and

BuildingMaterials, 154, 219-228.

[14] Schepper, M. D., et al, (2014), “The Hydration

of CementRegenerated from Completely Recyclable

Concrete”Construction and Building Materials, 60, 33-41.

[15] Geraldo, R. H., et al, “Study of Alkali-Activated

Mortar usedas Conventional Repair in Reinforced Concrete”

Constructionand Building Materials, 165, 914-919.

[16] Li, X., et al, (2019), “Modeling the Effects of

Microcracks onWater Permeability of Concrete using 3D

Discrete CrackNetworks” Composites Structures, 210, 262-

273.

[17] Han, B. Y., et al, (2005), “An Experimental Study on

thePermeability of Reinforcement Concrete on Consideration

ofPre-Loading” Journal of KSMI, 9 (3), 87-92.




DOI: http://dx.doi.org/10.12361/2661-3654-04-04-105369

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