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新型活性矿物海水海砂珊瑚混凝土制备与性能研究

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目的 选择以海砂和珊瑚作为骨料,海水作为拌合水,采用先预湿珊瑚,再与水泥砂浆拌合的方法,制备一种新型活性矿物海水海砂珊瑚混凝土(Mineral Sea Rock Concrete,MSRC),解决建筑工程中砂石短缺等问题.方法 通过坍落度和抗压强度试验,分别分析净水灰比、骨料含水率和砂率对MSRC的和易性与抗压强度的影响.结果 砂率在45%~58%内,坍落度随着砂率的增大而增大;砂率在58%~60%内,坍落度随着砂率的增大而减小;骨料含水率为12%时,混凝土拌合物和易性最优,立方体抗压强度最高;净水灰比为0.43、砂率为47%,骨料含水率12%的立方体抗压强度比骨料含水率9%和15%分别高3.9%和10.6%;强度等级相同时,随着砂率的增大,立方体抗压强度先增大后减小;对于强度等级为MSRC20、MSRC25 和MSRC30 的混凝土配合比,净水灰比分别为0.43、0.41 和0.30 时,立方体抗压强度取得最大值;MSRC前期抗压强度发展较快,超过15d时,抗压强度增长速度逐渐缓慢;基于试验结果,提出了立方体抗压强度计算公式,通过试验结果及公式计算结果对比可得,提出的计算公式与试验结果吻合良好.结论 笔者制备的MSRC具有良好的和易性与力学性能,研究成果可以为MSRC的配合比设计和工程应用提供重要依据.
Preparation and Performance Study of Novel Mineral Sea Rock Concrete
In order to solve the shortage of fresh water,river sand and gravel in marine engineering,Mineral Sea Rock Concrete(MSRC)was prepared using sea sand and coral as aggregate and seawater as mixing water,and pre-wetting the coral first,and then mixing it with cement mortar.The effects of net water-cement ratio,aggregate water content and sand rate on the compatibility and compressive strength of MSRC were analyzed by slump and compressive strength tests,respectively.The results showed that the slump increased with increasing sand ratio in the interval of 45%~58%,and decreased with increasing sand ratio in the interval of 58%~60%.When the water content of coral aggregate is 12%,the mixed concrete has the best workability and the highest cube compressive strength.The cube compressive strength with a net water-cement ratio of 0.43,a sand rate of 47%,and an aggregate moisture content of 12%is 3.9%and 10.6%higher than that of aggregates with a moisture content of 9%and 15%,respectively.When the strength grades are the same,the cube compressive strength increases first and then decreases as the sand ratio increases.For the mix proportions with strength grades of MSRC20,MSRC25 and MSRC30,the maximum cube compressive strength was achieved when the net water-cement ratio at 0.43,0.41 and 0.30,respectively.The compressive strength of MSRC develops rapidly in the early stage,and the growth rate gradually slows down after 15 d.Based on the test results,the formula for calculating the cube compressive strength of MSRC is proposed,and the comparison of the test results and the formula calculation results shows that the proposed formula matches well with the test results.The MSRC prepared by the author has good workability and mechanical properties.The research results can provide important basis for the mix proportions design and engineering application of MSRC.

mineral sea rock concretecompressive strengthnet water-cement ratiosand ratiowater content of coral aggregate

王超、孙丽、沙鑫、张春巍、乔丕忠

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沈阳建筑大学土木工程学院,辽宁 沈阳 110168

华能国际电力股份有限公司营口电厂,辽宁 营口 115007

沈阳工业大学建筑与土木工程学院,辽宁 沈阳 110870

活性矿物海砂珊瑚混凝土 抗压强度 净水灰比 砂率 珊瑚骨料含水率

2024

沈阳建筑大学学报(自然科学版)
沈阳建筑大学

沈阳建筑大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.697
ISSN:2095-1922
年,卷(期):2024.40(6)