Mass Concrete Construction Standards (English Version)
Key indicators | 2009 edition | 2018 edition | Technical improvement |
---|---|---|---|
Heat of cement hydration | 3d≤240kJ/kg | 3d≤250kJ/kg | Adapt to the application of high-strength cement |
Temperature difference between inside and outside | ≤25℃ | ≤25℃ (excluding shrinkage equivalent) | More precise control |
Curing time | ≥14d | ≥14d (clear moisture requirements) | Emphasis on humidity control |
Mandatory clause 4.2.2 requires that key indicators such as hydration heat must be tested when cement is delivered to the site. The hydration heat of 52.5 grade cement should be <300kJ/kg at 7 days. The mud content of coarse aggregate should be ≤1%, and medium sand (fineness modulus> 2.3) should be used as fine aggregate.
The foundation raft of a super-high-rise building in Shanghai adopted a skip-bin spacing of 40m and was cast at intervals of 7d. Steel plate waterstop + expansive concrete were set at the joints, successfully controlling the cracks to <0.2mm.
Monitoring point layout requirements: 3 layers for thickness ≤2.5m, 5 layers for 2.5-5m, 1 layer for every additional 1m for thickness >5m. When using electronic thermometer, the accuracy must reach ±0.3℃.
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