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石灰石粉对主塔大体积混凝土性能的影响
石灰石粉对主塔大体积混凝土性能的影响
  • 盖珂瑜1,2,龙 勇1,2,刘爱林3,黄 斌3,王亚洲1,2
2023年第4期
摘要
引用本文
摘   要:以水泥、粉煤灰和石灰石粉为胶凝材料,制备了一种低温升主塔大体积混凝土,研究了石灰石粉掺量(5%、10%、15%)对砂浆流变性能和混凝土绝热温升、干燥收缩性能、力学性能、抗渗性能的影响,采用SEM观察了水化产物的微观形貌,并与水泥-粉煤灰-矿渣粉胶凝体系(对照组)进行了对比。结果表明:与对照组相比,掺入石灰石粉可以降低砂浆的塑性黏度和屈服应力,延缓胶凝材料的水化进程,降低混凝土的绝热温升;石灰石粉的掺量越大,抑制混凝土干燥收缩的作用越显著;随着石灰石粉掺量的增加,混凝土的抗压强度下降,但掺5%石灰石粉混凝土的抗压强度较对照组高;与对照组相比,掺石灰石粉混凝土的抗渗性能较好,掺5%石灰石粉混凝土的抗渗性能最好。 Abstract: Taking cement, fly ash and limestone powder as cementitious materials, the mass concrete with low temperature rise for main tower was prepared. The effects of limestone powder content(5%, 10%, 15%) on the rheological properties of mortar, adiabatic temperature rise, drying shrinkage, mechanical properties and impermeability of concrete were studied, and the microscopic morphology of hydration products was observed by SEM. The results were compared with those of cement-fly ash-slag powder cementitious system (control group). The results show that compared with the control group, adding limestone powder can reduce the plastic viscosity and yield stress of mortar, delay the hydration process of cementitious materials, and reduce the adiabatic temperature rise of concrete. The greater the content of limestone powder, the more significant the effect of inhibiting the drying shrinkage of concrete. With the increase of limestone powder content, the compressive strength of concrete decreases, but the compressive strength of concrete mixed with 5% limestone powder is higher than that of control group. Compared with the control group, the impermeability of concrete mixed with limestone powder is better, and the impermeability of concrete mixed with 5% limestone powder is the best.
盖珂瑜,龙勇,刘爱林,等.石灰石粉对主塔大体积混凝土性能的影响[J].混凝土与水泥制品,2023(4):88-92. GE Ke-yu, LONG Yong, LIU Ai-lin,et al.Effects of Limestone Powder on Properties of Mass Concrete for Main Tower[J].China Concrete and Cement Products,2023(4):88-92.
基于蒙特卡罗方法的钢渣混凝土的中子屏蔽性能模拟
基于蒙特卡罗方法的钢渣混凝土的中子屏蔽性能模拟
  • 高 鹏1,张俊杰1,王成刚1,李 斌2
2023年第4期
摘要
引用本文
摘   要:基于蒙特卡罗方法,采用FLUKA软件建立了中子源散射球壳和质子源入射水靶球壳数值模型,分析了不同厚度钢渣混凝土对不同能量等级和不同屏蔽角度中子射线的屏蔽能力,并与普通混凝土进行了对比。结果表明:随着屏蔽厚度的增加,混凝土对中子射线的屏蔽能力不断提升;混凝土对慢中子射线和中能中子射线的屏蔽效果优于快中子射线;钢渣混凝土对中子射线的屏蔽效果优于普通混凝土;屏蔽角度越大,使关注点剂量当量率满足规范要求的混凝土屏蔽厚度越小;用钢渣混凝土取代普通混凝土可显著减小材料的屏蔽厚度。 Abstract: The numerical models of neutron source scattering spherical shell and proton source incident water target spherical shell were established by FLUKA software based on Monte Carlo method. The shielding ability of steel slag concrete with different thickness to different energy neutron rays was analyzed and compared with ordinary concrete. The results show that with the increase of shielding thickness, the shielding ability of concrete on neutron rays is improved continuously. The shielding effect of concrete on slow neutron rays and intermediate neutron rays is better than that of fast neutron rays. The shielding effect of steel slag concrete is better than that of ordinary concrete. The larger the shielding angle, the smaller the concrete shielding thickness that makes the dose equivalent rate of the point of concern meet the specification requirements. Using steel slag concrete can significantly reduce the shielding thickness instead of ordinary concrete.
高鹏,张俊杰,王成刚,等.基于蒙特卡罗方法的钢渣混凝土的中子屏蔽性能模拟[J].混凝土与水泥制品,2023(4):93-97. GAO P,ZHANG J J,WANG C G,et al.Simulation of Neutron Shielding Performance of Steel Slag Concrete Based on Monte Carlo Method[J].China Concrete and Cement Products,2023(4):93-97.
工业废渣和再生微粉协同固化淤泥的性能研究
工业废渣和再生微粉协同固化淤泥的性能研究
  • 黄展魏1,2,王安辉1,2,张艳芳1,2,周天宇1,2,杨 帆1,2,陈晓君1
2023年第4期
摘要
引用本文
摘   要:采用再生微粉和工业废渣固化淤泥,研究了固化材料的类型(工业废渣基固化材料A、工业废渣-再生微粉基固化材料B)和掺量(5%、10%、15%、20%)、淤泥含水率(17%、45%、70%)对固化淤泥力学性能的影响,并进行了XRD和SEM分析,探讨了固化机理。结果表明:固化材料B的抗压强度比固化材料A的抗压强度低;固化材料B固化淤泥的无侧限抗压强度比固化材料A固化淤泥的无侧限抗压强度低;随着固化材料掺量的增加,固化淤泥的无侧限抗压强度增大;随着淤泥含水率的增加,固化淤泥的无侧限抗压强度降低;综合考虑经济性、节能环保和固化淤泥的力学性能,推荐采用固化材料B作为淤泥的固化材料。 Abstract: The effects of the types(industrial waste slag based solidified material A, industrial waste slag-recycled micropowder based solidified material B) and contents(5%, 10%, 15%, 20%) of solidified materials and the moisture content of the sludge (17%, 45%, 70%) on the mechanical properties of the solidified sludge were studied. The solidified mechanism was discussed by XRD and SEM analysis. The results show that the compressive strength of solidified material B is lower than that of solidified material A. The unconfined compressive strength of sludge solidified by solidified material B is lower than that of sludge solidified by solidified material A. The unconfined compressive strength of solidified sludge increases with the increase of the content of solidified material. With the increase of moisture content of sludge, the unconfined compressive strength of solidified sludge decreases. Considering the economy, energy conservation and environmental protection and the mechanical properties of solidified sludge, solidified material B is recommended as the solidified material of sludge.
黄展魏,王安辉,张艳芳,等.工业废渣和再生微粉协同固化淤泥的性能研究[J].混凝土与水泥制品,2023(4):98-102. HUANG Z W,WANG A H,ZHANG Y F,et al.Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag[J].China Concrete and Cement Products,2023(4):98-102.
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