首页|城市地下综合管廊预制管接缝纤维增强混凝土性能试验研究

城市地下综合管廊预制管接缝纤维增强混凝土性能试验研究

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为提升城市地下综合管廊预制管接缝混凝土的力学性能,文中从纤维掺量和纤维长度入手,研究了预制管接缝纤维对混凝土裂缝面积、抗折强度、抗压强度及抗渗性能的影响.结果表明,纤维掺量从0、6%、10%增加至 14%,掺加 6mm纤维的混凝土裂缝面积降幅分别为31.8%、46.3%、62.7%,7 d抗折性能增幅分别为29.6%、14.3%、11.1%;掺加10 mm纤维的混凝土裂缝面积降幅分别为36.3%、52.7%、59.9%,7 d抗折性能增幅分别为25.9%、18.5%、14.8%,确定最佳纤维掺量为10%.当纤维长度从0 增加至6mm时,再增至10 mm时,混凝土的最大渗透高度降幅分别为50.1%、65.3%.
Experimental Study on Performance of Fiber Reinforced Concretefor Prefabricated Pipe Joints in Urban Underground Integrated Pipe Gallery
In order to improve the mechanical properties of prefabricated pipe joint concrete for urban underground comprehensive pipe galler-ies,this article starts with the fiber content and fiber length,and studies the influence of prefabricated pipe joint fibers on the crack area,flex-ural strength,compressive strength,and impermeability performance of concrete.The results showed that the fiber content increased from 0,6%,and 10%to 14%,and the crack area of concrete with the addition of 6mm fibers decreased by 31.8%,46.3%,and 62.7%,respec-tively.The 7-day flexural performance increased by 29.6%,14.3%,and 11.1%,respectively;The reduction in crack area of concrete with the addition of 10mm fibers was36.3%,52.7%,and59.9%,respectively.The7-day flexural performance increased by25.9%,18.5%,and 14.8%,respectively.The optimal fiber content was determined to be 10%.When the fiber length increases from 0 to 6 mm and then to 10 mm,the maximum permeability height of concrete decreases by 50.1%and 65.3%,respectively.

Underground integrated pipe galleryPrecast pipe joint concretePolyethylene fiberMechanical propertiesImpermeability

龚际俨

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贵州智慧招展(集团)有限责任公司,贵州 贵阳 550000

地下综合管廊 预制管接缝混凝土 聚乙烯纤维 力学性能 抗渗性

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(1)
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