首页|矿物掺合料对FHPC性能影响及其尺寸效应研究

矿物掺合料对FHPC性能影响及其尺寸效应研究

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为提高纤维高强混凝土(FHPC)的性能,探究了硅灰、Ⅰ级粉煤灰和S95矿渣粉在不同掺量和掺加方式下对FHPC力学性能及尺寸效应的影响.结果表明单掺矿物掺料中,S95矿渣粉对提高FHPC抗压强度和抗折强度效果最好,硅灰次之,Ⅰ级粉煤灰效果最弱.当Ⅰ级粉煤灰与S95矿渣粉以1∶2复掺时,FHPC的抗压强度显著提高;硅灰与S95矿渣粉以1∶1复掺时,FHPC的抗折强度提升效果最好.同时加入3种掺合料,保持硅灰掺量不变的情况下,Ⅰ级粉煤灰与S95矿渣粉以1∶1复掺,可以显著提高FHPC的力学性能.此外,低水胶比下FHPC的抗压抗折强度尺寸效应更为显著,但随着水胶比的增加,FHPC的抗压抗折强度尺寸效应逐渐减弱.
THE INFLUENCE OF SUPPLEMENTARY CEMENTITIOUS MATERIALS ON THE PROPERTIES OF HIGH-STRENGTH FIBER-REINFORCED CONCRETE AND THEIR SIZE EFFECT
The study investigates the impact of varying dosages and addition methods of silica fume,Class I fly ash,and S95 slag powder on the mechanical properties and size effect of Fiber High Performance Concrete(FHPC).The results indicate that S95 slag powder is most effective for promoting compressive and flexural strength,followed by silica fume,with Class I fly ash having the least impact.The compressive strength is significantly boosted with com-bining Class I fly ash and S95 slag powder in a 1:2 mass ratio,whereas a 1:1 mass ratio of silica fume and S95 slag powder greatly improved flexural strength.When all three mineral admixtures are used,maintaining a constant silica fume dosage,a 1:1 mass ratio of Class I fly ash and S95 slag powder notably improves FHPC mechanical properties.As the water-cement ratio increases,the size effectiveness on compressive and flexural strength of FHPC diminishes.

active mineral admixturefiber-reinforced high-strength concretesize effectlow water-cement ratio

郭学武、周健武、黄笑宇、张凯强、巴明芳

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宁波新力建材科技有限公司,浙江宁波 315211

宁波大学土木工程与地理环境学院,浙江宁波 315211

活性矿物掺合料料 纤维高强混凝土 尺寸效应 低水胶比

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(6)