首页|温和地区再生混凝土含气量与气泡参数对抗冻性能影响

温和地区再生混凝土含气量与气泡参数对抗冻性能影响

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以温和地区再生混凝土为研究对象,制备5组混凝土 ZS-0、PG-0、PG-3.5、PG-5.5、PG-7.5,就其含气量与气泡参数对抗冻性能影响进行了研究,结果表明:在含气量低于7.5%时,随着基体混凝土含气量增加,再生混凝土抗冻性随之增加;在含气量高于7.5%时,由于孔和孔隙之间形成连通关系,再生混凝土受到影响而导致强度下降,抗冻性随之减弱.基体混凝土在与引气剂混合之后,可显著影响再生混凝土的抗冻性,再生混凝土的抗冻性随基体混凝土含气量的增加,表现为先增大后减小的趋势.在基体混凝土含气量为5.5%时,再生混凝土具有最强抗冻性,其抗冻性能和普通混凝土相同.在混凝土拌合物含气量相同时,再生混凝土气泡特征参数有显著差别;在含气量为5.5%时,气泡间距系数差别较大,最小为247 μm最大为542 μm.
Effects of air content and bubble parameters on frost resistance of recycled concrete in mild regions
Five groups of concrete ZS-0,PG-0,PG-3.5,PG-5.5,and PG-7.5 were prepared from recycled concrete in mild regions,and the effects of their air content and bubble parameters on frost resistance were studied.The results showed that when the air content was below 7.5%,the frost resistance of recycled concrete increased with the increase of the air content of the base concrete.When the air content is higher than 7.5%,the connection between pores has a significant negative impact on the strength of recycled concrete,which will gradually weaken the frost resistance of recycled concrete.Adding air entraining agent to the matrix concrete has a significant impact on the frost resistance of recycled concrete,and the frost resistance of recycled concrete shows a trend of increasing first and then decreasing with the increase of the air content of the matrix concrete.When the air content of the base concrete is 5.5%,recycled concrete has the strongest frost resistance,and its frost resistance is the same as that of ordinary concrete.When the air content of the concrete mixture is the same,the bubble characteristic parameters of recycled concrete have significant differences.When the air content is 5.5%,the bubble spacing coefficient varies greatly,the minimum is 247 μm and the maximum is 542 μm.

recycled concreteair contentbubble parametersfrost resistance

文祖珍、王成

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西南交通大学 希望学院,四川 成都 610000

中国建筑西南勘察设计研究院有限公司,四川 成都 610000

再生混凝土 含气量 气泡参数 抗冻性能

河南省交通运输厅科技项目

2021J3

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(4)
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