苏州混凝土水泥制品研究院有限公司

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掺蔗糖-柠檬酸复合缓凝剂混凝土性能的研究
Study on the performance of concrete mixed with sucrose-citric acid composite retarder
2023年第12期
复合缓凝剂;混凝土;正交试验;坍落度;终凝时间;抗压强度
Composite retarder; Concrete; Orthogonal test; Slump; Final setting time; Compressive strength
2023年第12期
10.19761/j.1000-4637.2023.12.008.04
孟 龙1,袁文华1,2,纪连杰1,方 敏1,张祥驰1
1.安徽理工大学 土木建筑学院,安徽 淮南 232001;2.安徽理工大学 矿山地下工程教育部工程 研究中心,安徽 淮南 232001

孟 龙1,袁文华1,2,纪连杰1,方 敏1,张祥驰1

孟龙,袁文华,纪连杰,等.掺蔗糖-柠檬酸复合缓凝剂混凝土性能的研究[J].混凝土与水泥制品,2023(12):8-10,16.

MENG Long, YUAN Wenhua, JI Lianjie,et al.Study on the performance of concrete mixed with sucrose-citric acid composite retarder[J].China Concrete and Cement Products,2023(12):8-10,16.

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摘   要:将蔗糖和柠檬酸按质量比1∶5配制成复合缓凝剂,通过L9(34)正交试验,研究了水胶比(0.30、033、0.36)、砂率(31%、35%、39%)、粉煤灰掺量(10%、20%、30%)、复合缓凝剂掺量(0.15%、0.20%、0.25%)对混凝土坍落度、终凝时间及抗压强度的影响。结果表明:随着水胶比的增大,混凝土的坍落度先增大后减小,终凝时间延长,抗压强度降低;砂率对混凝土坍落度和终凝时间的影响较小,但对混凝土抗压强度的影响较大;粉煤灰掺量对混凝土坍落度、终凝时间和抗压强度的影响均较小;随着复合缓凝剂掺量的增加,混凝土的坍落度增大,终凝时间延长,抗压强度变化较小;实际应用时,可根据工程要求选择合适的水胶比、砂率、粉煤灰掺量和复合缓凝剂掺量。 Abstract: The composite retarder was prepared by mixing sucrose and citric acid in the mass ratio of 1∶5, and the effects of water cement ratio (0.30, 033, 0.36), sand ratio (31%, 35%, 39%), fly ash content (10%, 20%, 30%), and composite retarder content (0.15%, 0.20%, 0.25%) on the slump, final setting time and compressive strength of concrete were investigated by the L9(34) orthogonal test. The results show that with the increase of water cement ratio, the slump of concrete first increases and then decreases, the final setting time is prolonged, and the compressive strength decreases. The sand ratio has a smaller effect on the slump and final setting time of concrete, but has a larger effect on the compressive strength of concrete. The effect of fly ash content on the slump, final setting time and compressive strength of concrete is relatively small. With the increase of composite retarder content, the slump of concrete increases, the final setting time prolongs, and the changes in compressive strength are relatively small. When applied in practice, the suitable water cement ratio, sand ratio, fly ash content and composite retarder content can be selected according to the requirements of the project.
英文名 : Study on the performance of concrete mixed with sucrose-citric acid composite retarder
刊期 : 2023年第12期
关键词 : 复合缓凝剂;混凝土;正交试验;坍落度;终凝时间;抗压强度
Key words : Composite retarder; Concrete; Orthogonal test; Slump; Final setting time; Compressive strength
刊期 : 2023年第12期
DOI : 10.19761/j.1000-4637.2023.12.008.04
文章编号 :
基金项目 :
作者 : 孟 龙1,袁文华1,2,纪连杰1,方 敏1,张祥驰1
单位 : 1.安徽理工大学 土木建筑学院,安徽 淮南 232001;2.安徽理工大学 矿山地下工程教育部工程 研究中心,安徽 淮南 232001

孟 龙1,袁文华1,2,纪连杰1,方 敏1,张祥驰1

孟龙,袁文华,纪连杰,等.掺蔗糖-柠檬酸复合缓凝剂混凝土性能的研究[J].混凝土与水泥制品,2023(12):8-10,16.

MENG Long, YUAN Wenhua, JI Lianjie,et al.Study on the performance of concrete mixed with sucrose-citric acid composite retarder[J].China Concrete and Cement Products,2023(12):8-10,16.

摘要
参数
结论
参考文献
引用本文

摘   要:将蔗糖和柠檬酸按质量比1∶5配制成复合缓凝剂,通过L9(34)正交试验,研究了水胶比(0.30、033、0.36)、砂率(31%、35%、39%)、粉煤灰掺量(10%、20%、30%)、复合缓凝剂掺量(0.15%、0.20%、0.25%)对混凝土坍落度、终凝时间及抗压强度的影响。结果表明:随着水胶比的增大,混凝土的坍落度先增大后减小,终凝时间延长,抗压强度降低;砂率对混凝土坍落度和终凝时间的影响较小,但对混凝土抗压强度的影响较大;粉煤灰掺量对混凝土坍落度、终凝时间和抗压强度的影响均较小;随着复合缓凝剂掺量的增加,混凝土的坍落度增大,终凝时间延长,抗压强度变化较小;实际应用时,可根据工程要求选择合适的水胶比、砂率、粉煤灰掺量和复合缓凝剂掺量。

Abstract: The composite retarder was prepared by mixing sucrose and citric acid in the mass ratio of 1∶5, and the effects of water cement ratio (0.30, 033, 0.36), sand ratio (31%, 35%, 39%), fly ash content (10%, 20%, 30%), and composite retarder content (0.15%, 0.20%, 0.25%) on the slump, final setting time and compressive strength of concrete were investigated by the L9(34) orthogonal test. The results show that with the increase of water cement ratio, the slump of concrete first increases and then decreases, the final setting time is prolonged, and the compressive strength decreases. The sand ratio has a smaller effect on the slump and final setting time of concrete, but has a larger effect on the compressive strength of concrete. The effect of fly ash content on the slump, final setting time and compressive strength of concrete is relatively small. With the increase of composite retarder content, the slump of concrete increases, the final setting time prolongs, and the changes in compressive strength are relatively small. When applied in practice, the suitable water cement ratio, sand ratio, fly ash content and composite retarder content can be selected according to the requirements of the project.

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(1)随着水胶比的增大,混凝土的坍落度先增大后减小,终凝时间延长,抗压强度降低,实际应用时,可根据工程要求确定合适的水胶比。例如,对于强度要求不高但终凝时间要求较长的工程,可以选择混凝土水胶比为0.36;反之,可选择混凝土水胶比为0.30。
(2)砂率对混凝土坍落度和终凝时间的影响较小,但对混凝土抗压强度的影响较大。本试验中,当砂率为31%时,混凝土抗压强度最高。
(3)当粉煤灰掺量为10%~30%时,其对混凝土坍落度、终凝时间和抗压强度的影响均不大,故可选用较高的粉煤灰掺量,以减少水泥用量,降低工程造价。
(4)复合缓凝剂掺量对混凝土坍落度、终凝时间的影响较大,随着复合缓凝剂掺量的增加,混凝土的坍落度增大,终凝时间延长;但复合缓凝剂掺量对混凝土抗压强度的影响较小。因此,对于流动性要求较高且需适当延长终凝时间的工程,推荐复合缓凝剂掺量为0.25%。

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孟龙,袁文华,纪连杰,.掺蔗糖-柠檬酸复合缓凝剂混凝土性能的研究[J].混凝土与水泥制品,2023(12):8-10,16.

MENG Long, YUAN Wenhua, JI Lianjie,et al.Study on the performance of concrete mixed with sucrose-citric acid composite retarder[J].China Concrete and Cement Products,2023(12):8-10,16.

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