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塑钢纤维增强核桃壳轻骨料混凝土的性能研究
Study on Properties of Walnut Shell Lightweight Aggregate Concrete Reinforced by Plastic Steel Fiber
2022年第10期
核桃壳;塑钢纤维;轻骨料混凝土;强度;含气量;透水孔隙率
Walnut shell; Plastic steel fiber; Lightweight aggregate concrete; Strength; Air content; Permeable porosity
2022年第10期
10.19761/j.1000-4637.2022.10.060.05
军队后勤科研计划项目(BLJ17J008)。
黄正峰1,欧忠文1,2,罗 伟1,王 飞1
1.中国人民解放军陆军勤务学院 军事设施系,重庆 401311;2.四川轻化工大学 材料科学与工程学院,四川 自贡 643000

黄正峰1,欧忠文1,2,罗 伟1,王 飞1

黄正峰,欧忠文,罗伟,等.塑钢纤维增强核桃壳轻骨料混凝土的性能研究[J].混凝土与水泥制品,2022(10):60-64.

HUANG Z F,OU Z W,LUO Wei,et al.Study on Properties of Walnut Shell Lightweight Aggregate Concrete Reinforced by Plastic Steel Fiber[J].China Concrete and Cement Products,2022(10):60-64.

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摘   要:研究了塑钢纤维掺量(0.7%、1.0%、1.3%、1.6%、1.9%)对核桃壳轻骨料混凝土性能的影响。结果表明:掺入塑钢纤维后,核桃壳轻骨料混凝土的相对坍落度下降,抗压强度略有提升,劈裂抗拉强度和抗冲击韧性显著提高,透水孔隙率和含气量增大;当塑钢纤维掺量为1.3%时,核桃壳轻骨料混凝土的28 d抗压、劈裂抗拉强度最高,分别为45.2 MPa、3.82 MPa。 Abstract: The influence of the content of plastic steel fiber (0.7%, 1.0%, 1.3%, 1.6%, 1.9%) on the properties of walnut shell lightweight aggregate concrete was studied. The results show that after adding plastic steel fiber, the relative slump of walnut shell lightweight aggregate concrete decreases, the compressive strength increases slightly, the splitting tensile strength and impact toughness increase significantly, and the permeable porosity and air content increase. When the content of plastic steel fiber is 1.3%, the 28 d compressive strength and splitting tensile strength of walnut shell lightweight aggregate concrete are the highest, which are 45.2 MPa and 3.82 MPa respectively.
英文名 : Study on Properties of Walnut Shell Lightweight Aggregate Concrete Reinforced by Plastic Steel Fiber
刊期 : 2022年第10期
关键词 : 核桃壳;塑钢纤维;轻骨料混凝土;强度;含气量;透水孔隙率
Key words : Walnut shell; Plastic steel fiber; Lightweight aggregate concrete; Strength; Air content; Permeable porosity
刊期 : 2022年第10期
DOI : 10.19761/j.1000-4637.2022.10.060.05
文章编号 :
基金项目 : 军队后勤科研计划项目(BLJ17J008)。
作者 : 黄正峰1,欧忠文1,2,罗 伟1,王 飞1
单位 : 1.中国人民解放军陆军勤务学院 军事设施系,重庆 401311;2.四川轻化工大学 材料科学与工程学院,四川 自贡 643000

黄正峰1,欧忠文1,2,罗 伟1,王 飞1

黄正峰,欧忠文,罗伟,等.塑钢纤维增强核桃壳轻骨料混凝土的性能研究[J].混凝土与水泥制品,2022(10):60-64.

HUANG Z F,OU Z W,LUO Wei,et al.Study on Properties of Walnut Shell Lightweight Aggregate Concrete Reinforced by Plastic Steel Fiber[J].China Concrete and Cement Products,2022(10):60-64.

摘要
参数
结论
参考文献
引用本文

摘   要:研究了塑钢纤维掺量(0.7%、1.0%、1.3%、1.6%、1.9%)对核桃壳轻骨料混凝土性能的影响。结果表明:掺入塑钢纤维后,核桃壳轻骨料混凝土的相对坍落度下降,抗压强度略有提升,劈裂抗拉强度和抗冲击韧性显著提高,透水孔隙率和含气量增大;当塑钢纤维掺量为1.3%时,核桃壳轻骨料混凝土的28 d抗压、劈裂抗拉强度最高,分别为45.2 MPa、3.82 MPa。

Abstract: The influence of the content of plastic steel fiber (0.7%, 1.0%, 1.3%, 1.6%, 1.9%) on the properties of walnut shell lightweight aggregate concrete was studied. The results show that after adding plastic steel fiber, the relative slump of walnut shell lightweight aggregate concrete decreases, the compressive strength increases slightly, the splitting tensile strength and impact toughness increase significantly, and the permeable porosity and air content increase. When the content of plastic steel fiber is 1.3%, the 28 d compressive strength and splitting tensile strength of walnut shell lightweight aggregate concrete are the highest, which are 45.2 MPa and 3.82 MPa respectively.

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(1)塑钢纤维的掺入降低了核桃壳LWC的流动性,当塑钢纤维掺量在0.7%~1.9%范围内时,核桃壳LWC的流动性可以满足相关要求。
(2)塑钢纤维对核桃壳LWC的抗压强度影响不大,但能显著改善核桃壳LWC的劈裂抗拉强度和抗冲击韧性。当塑钢纤维掺量为1.3%时,强度增幅和拉压比均达到最大,与对照组相比,劈裂抗拉强度提高了26.9%,拉压比提高了21.4%。
(3)核桃壳LWC的抗冲击次数和破坏能均随着塑钢纤维掺量的增加而增大。
(4)由于页岩陶粒与核桃壳的多孔性质,以及掺入塑钢纤维给基体带来的初始缺陷,导致核桃壳LWC的含气量和透水孔隙率较高。

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黄正峰,欧忠文,罗伟,.塑钢纤维增强核桃壳轻骨料混凝土的性能研究[J].混凝土与水泥制品,2022(10):60-64.

HUANG Z F,OU Z W,LUO Wei,et al.Study on Properties of Walnut Shell Lightweight Aggregate Concrete Reinforced by Plastic Steel Fiber[J].China Concrete and Cement Products,2022(10):60-64.

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