超塑化剂掺量对混凝土力学性能及耐久性的影响 |
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引用本文: | 邢锋 冯乃谦. 超塑化剂掺量对混凝土力学性能及耐久性的影响[J]. 低温建筑技术, 1997, 0(4): 2-5 |
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作者姓名: | 邢锋 冯乃谦 |
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作者单位: | 深圳大学(邢锋),清华大学(冯乃谦) |
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摘 要: | 在砼中,当超塑化剂掺量超过1.1%(相应砼坍落度大于200mm)时,砼1d、28d和91d的抗压强度和抗弯强度降低15%~50%,且空气渗透性提高。但含硅粉的砼的性能,不受超塑化剂掺量的影响。1.1%可能是水泥——超塑化剂掺量的饱和浓度。
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关 键 词: | 超塑化剂 掺量 耐久性 力学性能 硅粉 |
EFFECT OF SUPERPLASTICIZER DOSAGE ON MECHANICAL PROPERTIES AND PERMEABILITY OF CONCRETE |
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Abstract: | When the dosage of superplasticizer in concrete exceeds 11% of cementitious by mass(concrete slump 200mm),the compressive strength(1d,28d and 91d)and flexural strength(28d) of concrete can be reduced by 15% to 50%,and the air permeability is increased. But the properties of concrete contained silica fume aren't effected by the dosage of superplasticizer.May be the dosage 11% of cementitious is the saturation concentration of the cement-superplasticizer mixture dosage. |
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Keywords: | Superplasticizer dosage permeability mechanical properties silica fume. |
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