Steam-cured condition is found to cause larger porosity and worse properties of concrete compared with normal curing condition.For the sake of seeking effective measurements to eliminate this bad effect of steam-cured...Steam-cured condition is found to cause larger porosity and worse properties of concrete compared with normal curing condition.For the sake of seeking effective measurements to eliminate this bad effect of steam-cured condition on concrete,the water sorptivity and pore structure of steam-cured concretes exposed to different subsequent curing conditions were investigated after steam-curing treatment.The capillary absorption coefficient and porosity of the corresponding concretes were analyzed,and their mechanisms were also discussed.The results indicate that water sorptivity and pore structure of steam-cured concrete are greatly influenced by the curing condition used in subsequent ages.Exposure steam-cured concrete to air condition has an obviously bad effect on its properties and microstructures.Adopting subsequent curing of immersing steam-cured concrete into about 20 °C water after steam curing period can significantly decrease its capillary absorption coefficient and porosity.Steam-cured concrete with 7 d water curing has minimum capillary absorption coefficient and total porosity.Its water sorptivity is decreased by 23% compared with standard curing concrete and the porosity is 9.6% lower.Moreover,the corresponding gradient of water sorptivity and porosity of steam-cured concrete both decrease,thus microstructure of concrete becomes more homogeneous.展开更多
The possibility of applying steel slag as mineraladmixture in steam-cured concrete was investigated. Thecompressive strength, chloride permeability, carbonationdepth and drying shrinkage of concrete and the microstruc...The possibility of applying steel slag as mineraladmixture in steam-cured concrete was investigated. Thecompressive strength, chloride permeability, carbonationdepth and drying shrinkage of concrete and the microstructurecharacteristics of hardened paste were studied. Results showthat the steam-cured concrete containing steel slag at a highwater-to-binder ratio has low compressive strength, coarsepore structure, moderate permeability, large carbonation depthand great drying shrinkage. The negative effects of steel slagon the mechanical and durability performance of steam-curedconcrete become smaller at a low water-to-binder ratio or byadding ultrafine ground granulated blast furnace slag(UGGBS). The later-age hydration of cement is significantlypromoted by adding steel slag. The pozzolanic reaction andmicro-filler effect of UGGBS result in dense structure, whichmakes great contribution to the strength development anddurability performance of steam-cured concrete. These effectsof steel slag and UGGBS are significant at a low water tobinder ratio. The steam-cured concrete containing steel slag-UGGBS blended mineral admixture at a low water-to-binderratio has the best performance with high compressive strength,fine pore structure and good durability.展开更多
A thermal insulating material is synthesized via a non-steam-cured and non-fired route by using fly-ash, sorel cement and hydrogen peroxide solution as raw material. Properties such as apparent density, compressive st...A thermal insulating material is synthesized via a non-steam-cured and non-fired route by using fly-ash, sorel cement and hydrogen peroxide solution as raw material. Properties such as apparent density, compressive strength, bending strength, thermal conductivity, water resistance, and thermal tolerance of this matrial are studied, some influencing factors on its performance discussed. This material has an apparent density of 360 kg/m3, a compressive strength of 1.86 MPa, a thermal conduction coefficient of 0.072 W/(m·K), a softening coefficient of 0.55, and a thermal tolerant temperature of 300 °C. Test results show that this material is light in weight, of high strength, and good thermal insulation. In addition, neither steam-curing nor sintering is needed in producing it. Further more, large amount of fly ash is used in this material, making it a low cost and environment-friendly building material.展开更多
The resistance to chloride penetration of cement-based material with different curing regimes was investigated by solution titration,XRD,LF-NMR and rapid chloride migration test.The results show that the curing regime...The resistance to chloride penetration of cement-based material with different curing regimes was investigated by solution titration,XRD,LF-NMR and rapid chloride migration test.The results show that the curing regime has influences on the types and structure of the hydration products,which in turn affects their ability to bind chloride ions.The binding capacity of cementitious materials to chloride ions,porosity and chloride ion migration coefficient increased with the increase of water-cement ratio,while steam curing increased the porosity and chloride ion migration coefficient at the same time as it increased the chloride ion binding capacity of the materials.At lower water-cement ratios,the effect of steam curing on the resistance of cementitious materials to chloride ingress is negligible.展开更多
基金Project(2008G031-18) supported by the Ministry of Railway Science and Technology Research Foundation of ChinaProject(2010R50034) supported by the Key Science and Technology Innovation Team Program of Zhejiang Province, ChinaProject(2010QZZD018) supported by Leading-edge Research Program of Central South University,China
文摘Steam-cured condition is found to cause larger porosity and worse properties of concrete compared with normal curing condition.For the sake of seeking effective measurements to eliminate this bad effect of steam-cured condition on concrete,the water sorptivity and pore structure of steam-cured concretes exposed to different subsequent curing conditions were investigated after steam-curing treatment.The capillary absorption coefficient and porosity of the corresponding concretes were analyzed,and their mechanisms were also discussed.The results indicate that water sorptivity and pore structure of steam-cured concrete are greatly influenced by the curing condition used in subsequent ages.Exposure steam-cured concrete to air condition has an obviously bad effect on its properties and microstructures.Adopting subsequent curing of immersing steam-cured concrete into about 20 °C water after steam curing period can significantly decrease its capillary absorption coefficient and porosity.Steam-cured concrete with 7 d water curing has minimum capillary absorption coefficient and total porosity.Its water sorptivity is decreased by 23% compared with standard curing concrete and the porosity is 9.6% lower.Moreover,the corresponding gradient of water sorptivity and porosity of steam-cured concrete both decrease,thus microstructure of concrete becomes more homogeneous.
基金Postdoctoral Science Foundation of China(No.2015M580992,2016T90036)the Open Fund of State Key Laboratory of High Performance Civil Engineering Materials(No.2015CEM010)
文摘The possibility of applying steel slag as mineraladmixture in steam-cured concrete was investigated. Thecompressive strength, chloride permeability, carbonationdepth and drying shrinkage of concrete and the microstructurecharacteristics of hardened paste were studied. Results showthat the steam-cured concrete containing steel slag at a highwater-to-binder ratio has low compressive strength, coarsepore structure, moderate permeability, large carbonation depthand great drying shrinkage. The negative effects of steel slagon the mechanical and durability performance of steam-curedconcrete become smaller at a low water-to-binder ratio or byadding ultrafine ground granulated blast furnace slag(UGGBS). The later-age hydration of cement is significantlypromoted by adding steel slag. The pozzolanic reaction andmicro-filler effect of UGGBS result in dense structure, whichmakes great contribution to the strength development anddurability performance of steam-cured concrete. These effectsof steel slag and UGGBS are significant at a low water tobinder ratio. The steam-cured concrete containing steel slag-UGGBS blended mineral admixture at a low water-to-binderratio has the best performance with high compressive strength,fine pore structure and good durability.
基金Project 20062147 supported by the Liaoning Province Natural Science Foundation of China
文摘A thermal insulating material is synthesized via a non-steam-cured and non-fired route by using fly-ash, sorel cement and hydrogen peroxide solution as raw material. Properties such as apparent density, compressive strength, bending strength, thermal conductivity, water resistance, and thermal tolerance of this matrial are studied, some influencing factors on its performance discussed. This material has an apparent density of 360 kg/m3, a compressive strength of 1.86 MPa, a thermal conduction coefficient of 0.072 W/(m·K), a softening coefficient of 0.55, and a thermal tolerant temperature of 300 °C. Test results show that this material is light in weight, of high strength, and good thermal insulation. In addition, neither steam-curing nor sintering is needed in producing it. Further more, large amount of fly ash is used in this material, making it a low cost and environment-friendly building material.
基金Funded by the National Natural Science Foundation of China (Nos. 51972249, 52172026, 51772226)。
文摘The resistance to chloride penetration of cement-based material with different curing regimes was investigated by solution titration,XRD,LF-NMR and rapid chloride migration test.The results show that the curing regime has influences on the types and structure of the hydration products,which in turn affects their ability to bind chloride ions.The binding capacity of cementitious materials to chloride ions,porosity and chloride ion migration coefficient increased with the increase of water-cement ratio,while steam curing increased the porosity and chloride ion migration coefficient at the same time as it increased the chloride ion binding capacity of the materials.At lower water-cement ratios,the effect of steam curing on the resistance of cementitious materials to chloride ingress is negligible.