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再生泡沫混凝土吸水率及干缩特性研究
Study on Water Absorption and Drying Shrinkage Characteristics of Recycled Foam Concrete
2018年第9期
再生骨料;泡沫混凝土;减水剂;纤维;吸水率;干缩
Recycled aggregate; Foamed concrete; Water reducing agent; Fiber; Water absorption; Drying shrinkage
2018年第9期
1000-4637(2018)09-81-04
国家自然科学基金项目(51678026)
刘德慧
青海民族大学建筑工程学院,西宁 810000

刘德慧

刘德慧.再生泡沫混凝土吸水率及干缩特性研究[J].混凝土与水泥制品,2018(9):81-84.

LIU D H.Study on Water Absorption and Drying Shrinkage Characteristics of Recycled Foam Concrete[J].China Concrete and Cement Products,2018(9):81-84.

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摘 要:采用废旧混凝土经破碎、筛分而成的粒径小于2.36 mm的再生细骨料制备泡沫混凝土,通过单因素试验探究水灰比、减水剂掺量及聚丙烯纤维掺量对其吸水率与干缩特性的影响规律。结果表明,再生泡沫混凝土的吸水率随水灰比的增大而增大,随减水剂掺量的增大而显著减小,水灰比0.76与减水剂掺量0.3%对应的吸水率最小,纤维掺量并不显著影响吸水率特性;再生泡沫混凝土的干缩值随减水剂掺量、纤维掺量的增大而显著减小,减水剂掺量0.2%与纤维掺量0.2%对应的干缩值最小,水灰比并不显著影响干缩特性。 Abstract: The recycled fine aggregate with particle size less than 2.36 mm by crushing and sieving of waste concrete was used to prepare foamed concrete, and the influence of water cement ratio, water reducer dosage and polypropylene fiber content on water absorption and drying shrinkage characteristics was studied through single factor experiment. The results show that the water absorption of recycled foamed concrete increases with the increase of water cement ratio, decreases significantly with the increase of the amount of water reducing agent, the water absorption is the smallest when water cement ratio is 0.76 and the dosage of water reducer dosage is 0.3%, the fiber content does not significantly affect the water absorption property. The dry shrinkage value of the recycled foam concrete decreases significantly with the increase of water reducer dosage and fiber content, which is the smallest when the water reducer dosage is 0.2% and fiber content is 0.2%. The water cement ratio does not significantly affect the shrinkage characteristics.
英文名 : Study on Water Absorption and Drying Shrinkage Characteristics of Recycled Foam Concrete
刊期 : 2018年第9期
关键词 : 再生骨料;泡沫混凝土;减水剂;纤维;吸水率;干缩
Key words : Recycled aggregate; Foamed concrete; Water reducing agent; Fiber; Water absorption; Drying shrinkage
刊期 : 2018年第9期
DOI :
文章编号 : 1000-4637(2018)09-81-04
基金项目 : 国家自然科学基金项目(51678026)
作者 : 刘德慧
单位 : 青海民族大学建筑工程学院,西宁 810000

刘德慧

刘德慧.再生泡沫混凝土吸水率及干缩特性研究[J].混凝土与水泥制品,2018(9):81-84.

LIU D H.Study on Water Absorption and Drying Shrinkage Characteristics of Recycled Foam Concrete[J].China Concrete and Cement Products,2018(9):81-84.

摘要
参数
结论
参考文献
引用本文

摘   要:采用废旧混凝土经破碎、筛分而成的粒径小于2.36 mm的再生细骨料制备泡沫混凝土,通过单因素试验探究水灰比、减水剂掺量及聚丙烯纤维掺量对其吸水率与干缩特性的影响规律。结果表明,再生泡沫混凝土的吸水率随水灰比的增大而增大,随减水剂掺量的增大而显著减小,水灰比0.76与减水剂掺量0.3%对应的吸水率最小,纤维掺量并不显著影响吸水率特性;再生泡沫混凝土的干缩值随减水剂掺量、纤维掺量的增大而显著减小,减水剂掺量0.2%与纤维掺量0.2%对应的干缩值最小,水灰比并不显著影响干缩特性。

Abstract: The recycled fine aggregate with particle size less than 2.36 mm by crushing and sieving of waste concrete was used to prepare foamed concrete, and the influence of water cement ratio, water reducer dosage and polypropylene fiber content on water absorption and drying shrinkage characteristics was studied through single factor experiment. The results show that the water absorption of recycled foamed concrete increases with the increase of water cement ratio, decreases significantly with the increase of the amount of water reducing agent, the water absorption is the smallest when water cement ratio is 0.76 and the dosage of water reducer dosage is 0.3%, the fiber content does not significantly affect the water absorption property. The dry shrinkage value of the recycled foam concrete decreases significantly with the increase of water reducer dosage and fiber content, which is the smallest when the water reducer dosage is 0.2% and fiber content is 0.2%. The water cement ratio does not significantly affect the shrinkage characteristics.

关键词:
再生骨料;泡沫混凝土;减水剂;纤维;吸水率;干缩
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(1)再生泡沫混凝土的吸水率总体上随水灰比的增大而增大,水灰比为0.76时吸水率最小。再生泡沫混凝土的干缩值总体上随水灰比的增大而减小,但28 d干缩值差异不大,总体上水灰比并不显著影响干缩特性。
(2)再生泡沫混凝土的吸水率随减水剂掺量的增大而显著减小,最佳掺量为0.3%,此时吸水率最小,与未掺减水剂相比,7 d吸水率减小13.3%,28 d吸水率减小12%。再生泡沫混凝土的干缩值随减水剂掺量的增大而显著减小,掺量0.1%的28 d干缩值已比未掺减水剂时减小了28%,最佳掺量为0.2%,此时各龄期干缩值均最小。
(3)再生泡沫混凝土吸水率随纤维掺量的增大而减小,伸28 d吸水率的差异不大,24%吸水率已为最小值;总体上看,纤维的掺入量并不显著影响吸水率特性;再生泡沫混凝土的干缩值随着纤维掺量的增大而显著减小,纤维掺量0.1%时,28 d干缩值已比未掺纤维时减小了19%,为满足泡沫混凝土(180±20)mm的流动度要求,0.2%的掺量较合理。
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刘德慧.再生泡沫混凝土吸水率及干缩特性研究[J].混凝土与水泥制品,2018(9):81-84.

LIU D H.Study on Water Absorption and Drying Shrinkage Characteristics of Recycled Foam Concrete[J].China Concrete and Cement Products,2018(9):81-84.

 

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