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高分子乳液型养护剂的研制及应用
Research and Application of Concrete Curing Agent Based on Polymer Emulsions
2013年第10期
养护剂;塑性开裂;耐久性;干旱风沙地区;应用
Curing agent; Plastic cracking; Durability; Arid-sandy area; Application
2013年第10期
1000-4637(2013)10-01-04
科技部科研院所基金项目(2013EG123027)
李享涛,谢永江,孔庆欣,朱长华,王保江
中国铁道科学研究院铁道建筑研究所,北京 100081

李享涛,谢永江,孔庆欣,朱长华,王保江

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摘 要:通过优化养护剂组分,研制出有效保水率高、在新鲜混凝土面成膜快的高分子乳液型养护剂,室内对比研究了三种养护方式(标准养护、自然养护和养护剂养护)对混凝土强度、耐久性和塑性收缩、开裂的影响,并采用该养护剂在干旱风沙地区进行了工程应用。结果表明,与标准养护相比,养护剂养护下混凝土7d前强度不降低,56d强度仅降低约5%,90d自然碳化深度为0,氯离子渗透性略有增加;成膜养护剂能有效降低混凝土塑性收缩和开裂程度,用于干旱风沙地区混凝土养护具有明显的技术经济性能优势。 Abstract: As a new type of curing method, spraying curing agent is being gradually applied in concrete engineering. In this paper,through the optimization of components, the concrete curing agent based on polymer emulsion with high moisture retention rate and fast film forming on fresh concrete surface is prepared. The effects of curing methods (i.e. standard curing, drying curing and curing with curing agent) on strength, durability and plastic shrinkage and cracking of concrete are studied, then the curing agent is applied in arid-sandy area. The results indicated that compared with standard curing, the strength of concrete with curing agent is not reduced before 7d, and only reduced by about 5% at the age of 56d, natural carbonation depth of concrete with curing agent is equal to zero at the age of 90d, but the chloride ion permeability of concrete slightly increased up to 30%. Besides, compared with other curing methods, curing agent can effectively reduce the plastic shrinkage and cracking of concrete, and has significantly technical and economical advantages in arid-sandy area.
英文名 : Research and Application of Concrete Curing Agent Based on Polymer Emulsions
刊期 : 2013年第10期
关键词 : 养护剂;塑性开裂;耐久性;干旱风沙地区;应用
Key words : Curing agent; Plastic cracking; Durability; Arid-sandy area; Application
刊期 : 2013年第10期
DOI :
文章编号 : 1000-4637(2013)10-01-04
基金项目 : 科技部科研院所基金项目(2013EG123027)
作者 : 李享涛,谢永江,孔庆欣,朱长华,王保江
单位 : 中国铁道科学研究院铁道建筑研究所,北京 100081

李享涛,谢永江,孔庆欣,朱长华,王保江

摘要
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参考文献
引用本文

摘   要:通过优化养护剂组分,研制出有效保水率高、在新鲜混凝土面成膜快的高分子乳液型养护剂,室内对比研究了三种养护方式(标准养护、自然养护和养护剂养护)对混凝土强度、耐久性和塑性收缩、开裂的影响,并采用该养护剂在干旱风沙地区进行了工程应用。结果表明,与标准养护相比,养护剂养护下混凝土7d前强度不降低,56d强度仅降低约5%,90d自然碳化深度为0,氯离子渗透性略有增加;成膜养护剂能有效降低混凝土塑性收缩和开裂程度,用于干旱风沙地区混凝土养护具有明显的技术经济性能优势。

Abstract: As a new type of curing method, spraying curing agent is being gradually applied in concrete engineering. In this paper,through the optimization of components, the concrete curing agent based on polymer emulsion with high moisture retention rate and fast film forming on fresh concrete surface is prepared. The effects of curing methods (i.e. standard curing, drying curing and curing with curing agent) on strength, durability and plastic shrinkage and cracking of concrete are studied, then the curing agent is applied in arid-sandy area. The results indicated that compared with standard curing, the strength of concrete with curing agent is not reduced before 7d, and only reduced by about 5% at the age of 56d, natural carbonation depth of concrete with curing agent is equal to zero at the age of 90d, but the chloride ion permeability of concrete slightly increased up to 30%. Besides, compared with other curing methods, curing agent can effectively reduce the plastic shrinkage and cracking of concrete, and has significantly technical and economical advantages in arid-sandy area.

关键词:
养护剂;塑性开裂;耐久性;干旱风沙地区;应用
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(1)所研制的高分子乳液型成膜养护剂具有有效保水率高和在新浇筑混凝土面成膜快的特点,使用该养护剂能保证混凝土强度正常增长,显著减小混凝土塑性收缩、开裂程度。
(2)与标准养护相比,养护剂养护下混凝土抗碳化性相当,而氯离子渗透性有所提高,但明显优于自然养护。
(3)使用该养护剂可以取代传统的滴灌、洒水养护,尤其在我国西部干旱风沙地区具有较强的应用价值。
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[2] 刘竞, 丁德华, 刘赞群. 养护措施和湿养时间对掺与不掺矿渣混凝土性能的影响[J]. 硅酸盐学报, 2008, 36(5): 901-911.
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[4] 彭维恩. 混凝土养护剂在干旱荒漠引水工程中的应用研究[J]. 中国农村水利水电, 2011(9): 98-100.
[5] 李磊, 刘加平, 田倩, 等. 高性能养护剂的开发及其应用[J]. 混凝土, 2011(6): 134-136.
[6] 侯科. 养护剂在混凝土路面中的应用技术研究[J]. 山西建筑, 2008, 34(35): 311-312.
[7] SPEARS R E. The 80 Percent Solution to Inadequate Curing Problems[J]. Concrete International, ACI.1983, 22(11): 15-18.
[8] 张令茂, 江文辉. 混凝土自然碳化及其与人工加速碳化的相关性研究[J]. 西安冶金建筑学院学报, 1990, 22(3): 207-214.
[9] WITTMAN F H. On the Action of Capillary Pressure in Fresh Concrete[J]. Cement and Concrete Research, 1976(6): 49-56.

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