基于闪长岩机制砂的隧道喷射混凝土配合比设计OA
Mix Proportion Design of Tunnel Shotcrete Based on Diorite Manufactured Sand
隧道施工会产生大量废弃洞渣,受多种因素制约,洞渣未能得到有效利用,如以隧道洞渣制备机制砂替代天然砂,可节约资源、降低成本和保护环境.该文以西(安)—十(堰)高铁项目为依托,测试了隧道沿线闪长岩物理力学性质,对比研究了机制砂和天然砂的物理特性及混凝土性能,并通过设计多组配合比试验,分析水胶比和砂率对喷射混凝土的性能影响.结果表明:闪长岩杂质少、稳定性好,且放射性指标较低,适用于制备机制砂;相比于天然砂,机制砂颗粒具有表面粗糙、细度模数高和需水量大等特点,同时,机制砂混凝土流动性稍差但强度更高;当水胶比为0.41~0.43、砂率为51%~52%时,机制砂喷射混凝土各项性能最佳,且设计的配合比在现场试喷中应用效果良好.将闪长岩机制砂用于喷射混凝土切实可行,能够满足隧道喷射混凝土的工程需求,未来可进一步推广其在混凝土材料中的应用.
Tunnel construction produces a large amount of waste slag,which cannot be effectively utilized due to various factors.By using tunnel slag to prepare manufactured sand to replace natural sand,resources can be saved;costs can be reduced,and the environment can be protected.Based on the Xi'an-Shiyan high-speed railway project,the physical and mechanical properties of diorite along the tunnel were tested;the physical properties and concrete performance of manufactured sand and natural sand were comparatively studied,and the effects of water-binder ratio and sand ratio on the performance of shotcrete were analyzed by designing multiple sets of mix proportion tests.The results indicate that diorite has few impurities,good stability,and a low radioactivity index,which is suitable for preparing manufactured sand;compared with natural sand,manufactured sand particles are characterized by rough surfaces,a high fineness modulus,and a high water demand,and meanwhile,the manufactured sand concrete has slightly poorer fluidity but higher strength;when the water-binder ratio is 0.410.43,and the sand ratio is 51%52%,the overall performance of the manufactured sand shotcrete is optimal,and the designed mix proportion shows a good application effect in field trial spraying.It is practicable to apply diorite manufactured sand in shotcrete,which can meet the engineering requirements of tunnel shotcrete,and its application in concrete materials can be further promoted in the future.
宋福宁;王泽刚;刘乃飞;宋战平
西安建筑科技大学 土木工程学院,陕西 西安 710055||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055中铁二十局集团第四工程有限公司,山东 青岛 266061西安建筑科技大学 土木工程学院,陕西 西安 710055||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055西安建筑科技大学 土木工程学院,陕西 西安 710055||陕西省岩土与地下空间工程重点实验室,陕西 西安 710055
交通工程
机制砂闪长岩隧道喷射混凝土配合比工作性能力学性能
manufactured sanddioritetunnel shotcretemix proportionworkabilitymechanical property
《中外公路》 2026 (3)
201-207,7
国家自然科学基金资助项目(编号:52178393)西北旱区生态水利国家重点实验室(西安理工大学)开放基金资助项目(编号:2022KFKT-8)
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