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Production Process Control** \nStrict adherence to standardized operations is required: \n1. **Mold Preparation**: Check flatness and dimensional accuracy, and apply a release agent to prevent sticking. \n2. **Raw Material Proportions**: Follow Technology Department standards, with measurement errors for cement, sand, and gravel controlled within ±1%, and mixing time of no less than 2 minutes. \n3. **Pouring and Vibration**: Pour in layers (each layer ≤30 cm), with the vibrator inserted 5 cm into the lower layer until surface bleeding occurs. \n4. **Curing**: Cover with geotextile and sprinkle water for curing at room temperature for ≥7 days (steam curing at ≥5°C is required in winter). \n5. **Demolding and Stacking**: Demold after the concrete reaches 70% of its design strength, stack finished products by specification, with underlying wooden blocks spaced ≤1 meter apart and a stacking height of ≤3 layers. \n\n**III. Quality Inspection Standards** \nFull-process testing is required: \n1. **Raw Material Inspection**: Cement must provide 3-day (≥22 MPa) and 28-day (≥42.5 MPa) strength reports, with a stone crushing value ≤15%, mud content \u003C1%, sand fineness modulus of 2.3-3.0, and mud content \u003C3%. \n2. **Concrete Sample Testing**: One set of samples should be made for every 50 cubic meters, with a standard curing period of 28 days and a compressive strength ≥30 MPa. \n3. **Finished Product Factory Inspection**: Dimensional deviations should be ≤±5 mm, and products with wall honeycomb areas >20 cm² or pitted surfaces >50 cm² are considered unqualified. \n\n**IV. 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