Efficient retarding and water reducing agent for concrete
A high-efficiency water-reducing agent and concrete technology, applied in the field of building materials, can solve the problems of unsatisfactory early strength effect, etc., and achieve the effect of significant retarding effect, improving workability, and good water-reducing effect.
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Embodiment 1
[0017] Embodiment 1, a kind of retarding superplasticizer for concrete
[0018] This slow-setting high-efficiency water reducer is composed of naphthalenesulfonate formaldehyde condensation product water reducer, sulfamate water reducer, sodium gluconate, sugar calcium and shrinkage reducer. The ratio of various materials is:
[0019] Naphthalene Sulfonate Formaldehyde Condensate Superplasticizer 60%
[0020] Sulfamate superplasticizer 20%
[0021] Sodium Gluconate 4.5%
[0024] The slow-setting high-efficiency superplasticizer obtained in this example was mixed into concrete for use at a dosage of 1.0%, and its performance is given in Table 1. In this example, due to the composite effect of the sulfamate water reducer and the naphthalene water reducer, the water reducing rate of the concrete is greatly improved, and the setting time is prolonged. It is mainly used to prepare high-strength concrete above C60, and...
Embodiment 2
[0025] Embodiment 2, a kind of retarding superplasticizer for concrete
[0026] This retarding high-efficiency water reducer is composed of naphthalenesulfonic acid condensate water reducer, sodium gluconate, citric acid, sodium tripolyphosphate and shrinkage reducer. The ratio of various materials is:
[0027] Naphthalenesulfonic acid condensation product superplasticizer 86%
[0028] Sodium Gluconate 8%
[0029] Citric Acid 3.4%
[0030] Sodium tripolyphosphate 2.55%
[0032] The slow-setting high-efficiency superplasticizer obtained in this example was mixed into concrete for use at a dosage of 1.2%, and its properties are given in Table 1. In this example, due to the compound effect of various retarders, the setting time is delayed longer under the premise that the water-reducing rate of concrete meets the requirements, and the 3D strength of concrete is not affected, and the strength in the later stage is not reduced. It is mainly used t...
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