洞渣花岗岩混凝土配合比设计优化研究
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(安徽省交通规划设计研究总院股份有限公司,公路交通节能环保技术交通运输行业研发中心,安徽 合肥 230088)

作者简介:

孙小磊(1992—),男,安徽省交通规划设计研究总院股份有限公司中级工程师。E-mail:1280328103@qq.com。

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U454

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Study on optimization of concrete mix ratio of cavern slag and granite
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(Research and Development Center on Technology and Equipment for Energy Conservation and Environmental Protection of Highway Transport, Anhui Transport Consulting & Design Institute Co., Ltd., Hefei 230088, China)

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    摘要:

    为研究隧道洞渣以不同强度等级花岗岩为骨料的混凝土最优配合比,以无岳高速WYTJ-07标段的隧道为例,研究其在开挖过程中产生的变质花岗岩洞渣,并将其加工成机制碎石和机制砂。通过改变花岗岩混凝土的水胶比和减水剂的掺量,进行两因素三水平的全面试验,优化洞渣花岗岩混凝土配合比。研究结果表明:无岳隧道洞渣中的变质花岗岩可以用于混凝土的配制;对于C15、C20、C25、C30、C40、C50的花岗岩混凝土,最优的水胶比分别为0.54、0.50、0.47、0.43、0.39、0.33,且减水剂掺量不低于1.0%。

    Abstract:

    In order to study the optimal mix ratio of different strength grades of slag granite concrete, the metamorphic granite slag produced during the tunnel excavation of WYTJ-07 section of Wuyue high-speed project was selected to make machine-made gravel and machine-made sand. Taking the tunnel of the WYTJ - 07 section of the Wuyue Expressway as an example, the metamorphic granite slag produced in the excavation process was processed into machine-made gravel and machine-made sand. By changing the water-binder ratio and water reducing agent of granite concrete, the mixture ratio of slag granite concrete was optimized through two-factor and three-level comprehensive experiment. The results show that the slag of metamorphic granite of Wuyue tunnel can be used for concrete composition. The optimal water-binder ratios of the C15, C20, C25, C30, C40 and C50 slag granite concrete are 0.54, 0.50, 0.47, 0.43, 0.39 and 0.33, respectively, and the dosage of water reducing agent should higher than 1.0%.

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引用本文

孙小磊.洞渣花岗岩混凝土配合比设计优化研究[J].交通科学与工程,2024,40(1):36-44.
SUN Xiaolei. Study on optimization of concrete mix ratio of cavern slag and granite[J]. Journal of Transport Science and Engineering,2024,40(1):36-44.

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  • 收稿日期:2022-09-30
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  • 在线发布日期: 2024-03-19
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