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低成本、低碳SHCC的制备及力学性能研究
Study on preparation and mechanical properties of low-cost and low-carbon SHCC
2023年第12期
应变硬化水泥基复合材料(SHCC);低成本;低碳;力学性能;微观形貌
Strain hardening cementitious composites(SHCC); Low-cost; Low-carbon; Mechanical property; Microstructure
2023年第12期
10.19761/j.1000-4637.2023.12.058.04
武 猛
上海二十冶建设有限公司 上海星欣科技发展有限公司,上海 201999

武 猛

武猛.低成本、低碳SHCC的制备及力学性能研究[J].混凝土与水泥制品,2023(12):58-61.

WU M.Study on preparation and mechanical properties of low-cost and low- carbon SHCC[J].China Concrete and Cement Products,2023(12):58-61.

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摘   要:为了解决传统应变硬化水泥基复合材料(以下简称SHCC)高成本和高水泥用量的问题,用国产PVA纤维和河砂分别全部取代传统SHCC中广泛使用的进口PVA纤维、超细石英砂,并用粉煤灰等质量部分取代50.0%、62.5%、75.0%的水泥,制备了低成本、低碳SHCC,研究了粉煤灰掺量和砂胶比对SHCC力学性能的影响,并用SEM观察了其微观形貌。结果表明:用国产PVA纤维和河砂可以制备出低成本、低碳SHCC;随着粉煤灰掺量的增加,试件的抗压、抗折和拉伸强度降低,但延性提升;随着砂胶比的增加,试件的抗压、抗折强度降低,拉伸强度提高,延性降低。 Abstract: In order to solve the problem of high cost and high cement content in traditional strain hardening cementitious composites(SHCC), the low-cost and low-carbon SHCC was prepared by partly replacing imported PVA fibers and ultrafine quartz sand widely used in traditional SHCC with domestic PVA fibers and river sand, respectively, and replacing 50.0%, 62.5% and 75.0% of cement with fly ash. The effects of fly ash content and sand-binder ratio on the mechanical properties of SHCC were studied, and the microstructure was observed by using SEM. The results show that the low-cost and low-carbon SHCC can be prepared by using domestic PVA fibers and river sand. With the increase of fly ash content, the compressive, flexural and tensile strength of the specimen decrease, but the ductility increases. As the sand-binder ratio increases, the compressive and flexural strength of the specimen decrease, the tensile strength increases, and the ductility decreases.
英文名 : Study on preparation and mechanical properties of low-cost and low-carbon SHCC
刊期 : 2023年第12期
关键词 : 应变硬化水泥基复合材料(SHCC);低成本;低碳;力学性能;微观形貌
Key words : Strain hardening cementitious composites(SHCC); Low-cost; Low-carbon; Mechanical property; Microstructure
刊期 : 2023年第12期
DOI : 10.19761/j.1000-4637.2023.12.058.04
文章编号 :
基金项目 :
作者 : 武 猛
单位 : 上海二十冶建设有限公司 上海星欣科技发展有限公司,上海 201999

武 猛

武猛.低成本、低碳SHCC的制备及力学性能研究[J].混凝土与水泥制品,2023(12):58-61.

WU M.Study on preparation and mechanical properties of low-cost and low- carbon SHCC[J].China Concrete and Cement Products,2023(12):58-61.

摘要
参数
结论
参考文献
引用本文

摘   要:为了解决传统应变硬化水泥基复合材料(以下简称SHCC)高成本和高水泥用量的问题,用国产PVA纤维和河砂分别全部取代传统SHCC中广泛使用的进口PVA纤维、超细石英砂,并用粉煤灰等质量部分取代50.0%、62.5%、75.0%的水泥,制备了低成本、低碳SHCC,研究了粉煤灰掺量和砂胶比对SHCC力学性能的影响,并用SEM观察了其微观形貌。结果表明:用国产PVA纤维和河砂可以制备出低成本、低碳SHCC;随着粉煤灰掺量的增加,试件的抗压、抗折和拉伸强度降低,但延性提升;随着砂胶比的增加,试件的抗压、抗折强度降低,拉伸强度提高,延性降低。

Abstract: In order to solve the problem of high cost and high cement content in traditional strain hardening cementitious composites(SHCC), the low-cost and low-carbon SHCC was prepared by partly replacing imported PVA fibers and ultrafine quartz sand widely used in traditional SHCC with domestic PVA fibers and river sand, respectively, and replacing 50.0%, 62.5% and 75.0% of cement with fly ash. The effects of fly ash content and sand-binder ratio on the mechanical properties of SHCC were studied, and the microstructure was observed by using SEM. The results show that the low-cost and low-carbon SHCC can be prepared by using domestic PVA fibers and river sand. With the increase of fly ash content, the compressive, flexural and tensile strength of the specimen decrease, but the ductility increases. As the sand-binder ratio increases, the compressive and flexural strength of the specimen decrease, the tensile strength increases, and the ductility decreases.

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(1)随着粉煤灰掺量的增加和砂胶比的增大,SHCC的抗压强度降低。
(2)随着粉煤灰掺量的增加,SHCC的抗折强度降低,但降幅较小。随着砂胶比的增大,SHCC抗折强度明显降低。
(3)随着粉煤灰掺量的增加,SHCC的拉伸强度降低,极限拉应变增大(最大可达2.58%),延性提升。随着砂胶比的增大,SHCC的拉伸强度基本呈增大趋势,但极限拉应变降低,延性下降。
(4)掺入适量粉煤灰可以有效改善PVA纤维与基体间的界面性能,提高界面黏结强度,降低基体开裂时纤维被拔断的风险,从而提高SHCC的延性。而砂胶比的增大会提高基体开裂时PVA纤维被拔断的风险,这对SHCC的延性不利。

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武猛.低成本、低碳SHCC的制备及力学性能研究[J].混凝土与水泥制品,2023(12):58-61.

WU M.Study on preparation and mechanical properties of low-cost and low- carbon SHCC[J].China Concrete and Cement Products,2023(12):58-61.

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