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生态型地聚物混凝土抗压性能研究

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文中利用再生粗骨料、废旧橡胶和再生钢纤维分别作为粗、细骨料和增强纤维,研制粉煤灰-矿渣基的生态型地聚物混凝土(Eco-GC),并对不同再生钢纤维掺量(1%、2%和3%)和不同橡胶颗粒替代率(5%、20%、35%和50%)的Eco-GC进行轴压性能试验研究,分析再生钢纤维掺量和橡胶颗粒替代率对破坏模态、抗压强度、峰值应变、弹性模量等的影响规律.研究结果表明,随着再生钢纤维掺量增大,Eco-GC的抗压强度、峰值应变、弹性模量均随之增加,但随着橡胶颗粒替代率提高,抗压强度、峰值应变、弹性模量均随之减小.
Research on Compressive Performance of Eco-efficient Geopolymer Concrete
This paper comprehensively used recycled coarse aggregate,waste rubber and recycled steel fiber as coarse,fine aggregate and fiber reinforcement,respectively,and proposeda fly ash-slag-based eco-efficient geopolymer concrete(Eco-GC).The axial compressive proper-ties of Eco-GC with different recycled steel fiber content(1%,2%and 3%)and different rubber replacement ratios(5%,20%,35%and 50%)were studied.The effect of recycled steel fiber content and rubber replacement ratio on failure mode,compressive strength,peak strain and elastic modulus were analyzed.The results showed that the compressive strength,peak strain and elastic modulus of Eco-GC was increased with increasing recycled steel fiber content,but the compressive strength,peak strain and elastic modulus was decreased with the increase of rubber replacement ratio.

Eco-efficient geopolymer concreteRecycled steel fiberRubberAxial compressive property

管光兵、吕念、梁董华

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广东电网有限责任公司广州供电局,广东 广州 510620

广东工业大学,广东 广州 510006

生态型地聚物混凝土 再生钢纤维 橡胶颗粒 轴压性能

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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