The primary function of slump retention agent is to maintain the flowability or workability of concrete within a specified time frame, meeting the operational requirements under various construction conditions to ensure the quality of the corresponding project.
Slump retention agents are used under conditions where high temperatures, dry environments, or excessive water demand of raw materials in the concrete can lead to rapid workability loss. Additionally, they are necessary when existing high-strength prefabricated concrete has an initial low slump (non-flowable) and must maintain its slump for an extended period due to construction constraints.
Based on the characteristics of concrete, high temperatures accelerate the bonding between cementitious materials and other components, hastening the loss of workability. To ensure normal construction progress and maintain the operability of concrete at structural points, an appropriate proportion of slump retention agents should be added to the corresponding admixture.
Slump retention agents are a multi-component polymer that acts as a lubricant between cement particles, preventing them from bonding for an extended period, thereby enhancing and maintaining concrete's flowability.
Currently, high-performance concrete widely uses polycarboxylate-based high-performance water-reducing agents. The most notable issue is that the quality problems of cement, blended materials, sand, and stone (containing mud) lead to accelerated slump loss when polycarboxylate high-efficiency water reducers are used. Therefore, adding an appropriate amount of slump retention agents can prevent or reduce concrete slump loss.
Traditional methods often involved adding a significant amount of retarders to achieve short-term effects. However, the set-retarding components in modern high-performance admixtures (polycarboxylate-based) do not affect the initial and final set times of the concrete.
The set-retarding components in polycarboxylate-based admixtures are designed specifically to control workability loss over time. The normal hardening time remains unchanged, maintaining the strength development pattern.