以灰砂比0.03、0.05和0.08,粉砂比0、0.05、0.1、0.15和0.2为设计参数,对建筑垃圾回填材料进行设计。通过试验对回填材料的流动性(流动度、泌水率)、无侧限抗压强度以及应力应变曲线、本构关系模型和弹性模量等进行研究。研究结果表明:回填材料的流动度受水固比影响较大,两者接近线性关系;流动度在200~250 mm范围,泌水率在4%~8%之间;回填材料抗压强度与灰砂比和水固比之间存在很好的幂指数关系;回填材料应力应变曲线形状与普通混凝土的相似,在此基础上提出回填材料的本构关系模型;回填材料无侧限抗压强度与弹性模量之间存在很好的指数关系。%A new type of backfill materials using recycled brick and concrete waste as fine aggregates was designed with three cement-to-sand ratios (C/Sa)and five fly ash-to-sand ratios (FA/Sa).A series of measurements were conducted to investigate the fluidity and bleeding and mechanical properties including uniaxial compressive strength,stress-strain relationship,constitutive relation model and elastic modulus. The results showed fluidity had linear correlation on water-to-solid ratios(W/So);the range of the bleeding rates was in 4%~8% when the fluidity was within 200~250 mm.The compressive strengths had an exponential relationship to the cement-to-sand ratios and water-to-solid ratios. A constitutive relation model was put forward to describe the stress-strain relationship curve of backfill material on the base of the model of the concrete.The relationship between the unconfined compressive strength and elastic modulus was established,which could be used to calculate the modulus of backfill materials by the compressive strength directly.
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机译:用于啤酒的二次过滤的过滤材料及其生产方法技术领域本发明涉及一种用于包含硅藻土的啤酒的二次过滤的过滤材料及其制备方法,其中在与过滤的啤酒的流动相反的方向上,所述过滤材料为由第一层粗过滤硅藻土制成,其厚度大于2毫米,过滤面积的范围为0.66至1.05 kg / me2,第二层由混合物制成,厚度大于2毫米过滤面积为0.55至1.20 kg / me2的细过滤硅藻土和过滤面积为0.10至0.20 kg / me2的吸附材料,第三过滤层具有粗滤硅藻土和细滤硅藻土的重量比为10:90至30:70的混合物产生的厚度大于1.5mm。