Edit Content
Lorem ipsum dolor sit amet, consectetur adipiscing elit. Ut elit tellus, luctus nec ullamcorper.

FAQs

Frequently Asked Questions

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Aliquam iaculis fringilla risus ut consectetur. Cras et ligula vitae lacus suscipit viverra.

Answer:
In a high temperature environment (>35°C), the retarding effect of hydroxycarboxylate retarders (such as sodium gluconate) will be significantly weakened. The following measures are recommended:

1. Dosage adjustment: For every 5°C increase in temperature, the retarder dosage needs to be increased by 0.02%-0.03% (based on the total amount of adhesive), but the total dosage must not exceed 0.3% (to avoid strength shrinkage);

2. Composite use: Use lignin sulfonate retarding components (such as wood calcium) to extend the setting time through multiple mechanisms;

3. Process coordination: Cover the heat insulation film immediately after pouring to reduce the evaporation rate of surface moisture

Answer:
This phenomenon is usually related to the excessive C3A content in cement (>8%) or abnormal gypsum morphology. Suggestions:
1. Adjust the molecular structure of the water reducer: introduce more carboxylic acid groups during synthesis to enhance the adsorption competition for C3A;
2. Add stabilizing components: add 0.1%-0.2% triethanolamine or sodium thiosulfate to delay the initial hydration of cement;
3. On-site emergency plan: replace 20% of the mixing water with ice water (≤10℃) and reduce the system temperature by 5-8℃.
Note: It is necessary to analyze the mineral composition of cement through XRD and optimize the formula in a targeted manner.

Answer:
The whitening is caused by the migration and precipitation of incompletely reacted sodium methylsilane in the waterproofing agent. Solution:

Prefer high-polymerization products: choose silicone-acrylic emulsion waterproofing agent with polymerization degree>80%;

Control the dosage: the solid dosage is strictly limited to 1.2%-1.5%, and excessive dosage will lead to salt enrichment;

Process optimization: After construction, use 60℃ hot air circulation for 2 hours to promote complete cross-linking of siloxane.
Data support: After SEM testing, the surface porosity of the optimized mortar is reduced to 0.8%, and the risk of salt precipitation is reduced by 76%.

Answer:
Traditional calcium nitrate antifreeze is easy to cause later strength loss in -10℃ environment. It is recommended to:
Use a composite antifreeze system:
Early strength component: sodium nitrite (3%) + triisopropanolamine (0.05%)
Antifreeze component: urea (2%) + ethylene glycol (1.5%)
Air entraining component: rosin thermopolymer (0.02%)
Combined with heat storage curing: Immediately cover with 50mm thick flame retardant insulation cotton after pouring, maintain positive temperature curing > 72h;
Restriction conditions: Concrete mold temperature ≥ 5℃, antifreeze dosage does not exceed 5% of the total amount of adhesive.
Project case: A complex project in Harbin applied this solution, and the R28 strength reached 102% of the design value in -15℃ environment.