首页|基于钢箱梁栓钉区的聚甲醛纤维混凝土性能研究

基于钢箱梁栓钉区的聚甲醛纤维混凝土性能研究

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为提高深中通道浅滩区非通航孔桥 60m栓钉区中钢箱梁调平层的混凝土强度、工作性等性能,对原设计图中拟采用钢锭铣削型钢纤维的C50 钢纤维混凝土进行了改进,并分别试拌了上海某品牌钢纤维、天津某品牌钢纤维以及玄武岩纤维和聚甲醛(POM)纤维配置的混凝土,分析了拌合情况的坍落度、扩展度、粘聚性、保水性等,结合 28 d抗压、抗折强度及经济性进行了综合对比,以选取最合适的纤维类型.结果表明:POM聚甲醛纤维相较钢纤维具有较好的分散性能,可显著增强拌合物的粘聚性,减少泌浆和泌水,同时能保证混凝土的抗压、抗折性能.
Study on the Properties of Polyformaldehyde Fiber Concrete Based on Steel Box Girder Bolting Zone
To improve the concrete strength and workability of the leveling layer for the 60 m anchor zone of the steel box girder of non-navigable bridge in the shallow area of the Shenzhen-Zhongshan Channel,modifications were made to the original design,which planned to use C50 steel fiber concrete with steel ingot milled-type fibers.Concrete mixes were tested with steel fibers from Shanghai Harrex,Tianjin Hengfeng,basalt fibers,and polyoxymethylene(POM)fibers.The properties such as slump,spread,cohesion,and water retention were analyzed,along with 28-day compressive strength,flexural strength,and cost-effectiveness for a comprehensive comparison to select the most suitable fiber type.Results indicate that POM fibers offer better dispersion than steel fibers,significantly enhancing cohesion,reducing bleeding and segregation,and ensuring concrete's compressive and flexural strength.

fiber reinforced concreteroad performance stabilitybasalt fibersteel fiberpolyformaldehyde(POM)fiber

刁展辉、张温庭

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保利长大工程有限公司,广州 510641

广州肖宁道路工程技术研究事务所有限公司,广州 510641

纤维混凝土 路用性能稳定性 玄武岩纤维 钢纤维 聚甲醛(POM)纤维

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(5)