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The **1:3:2.5 (cement:gravel:sand)** ratio is a widely used scheme:\n- **Cement**, as the binding material, accounts for 1 part, providing the basic bonding force and early strength of the concrete;\n- **Gravel** (coarse aggregate) accounts for 3 parts, forming the skeleton of the concrete, enhancing compressive strength, and reducing shrinkage cracks;\n- **Sand** (fine aggregate) accounts for 2.5 parts, filling the gaps between gravel particles, improving the density and workability of the concrete.\nThis ratio is suitable for conventional prefabricated components, but attention should be paid to matching the gravel particle size (usually 5-20mm) with the sand fineness modulus (medium sand is preferred) to avoid reduced strength due to poor aggregate grading.\n\n### Impact of Construction Method\nIf a **cast-in-place concrete roof** is adopted, it offers greater integrity and better waterproofing performance, and the ratio can be adjusted accordingly:\n- The cement content can be increased to 1.2-1.5 parts (e.g., 1:2.5:2) to improve impermeability and bonding force;\n- The water-cement ratio should be strictly controlled (recommended ≤0.5) to avoid shrinkage cracks caused by excessive moisture;\n- Adding an appropriate amount of water reducer or waterproofing agent (e.g., 3%-5% of the cement content) can further enhance density and impermeability.\n\n### Key Considerations\n1. **Slope Design**: Regardless of whether it is prefabricated or cast-in-place, the roof should have a **slope of ≥2%** to ensure smooth drainage and reduce the risk of water accumulation and leakage;\n2. **Curing Conditions**: After concrete pouring, it should be covered and kept moist for at least 7 days to avoid early shrinkage cracks;\n3. **Reinforcement Configuration**: The roof should be equipped with a double-layer bidirectional steel reinforcement mesh (e.g., Φ6@150mm) to enhance crack resistance and integrity;\n4. **Waterproof Layer Construction**: Apply a waterproof coating or lay 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