GB/T 16780-1997

Abolished

Energy consumption grading of cement plant

水泥企业能耗等级定额

Standard Type
GBT
ICS
91.100.10
CCS
Q01
Status
废止
Issue Date
1997-05-06
Implementation
1997-11-01
Responsible Dept
中国建筑材料联合会
Drafting Unit
中国建筑材料联合会

📋 Scope / 适用范围 ai_extracted

This appendix is applicable to the calculation of the actual average strength grade of cement clinker. A2 Principle of Method The calculation is based on the strength indicators of Portland cement. According to the flexural and compressive strength values of clinker at various ages obtained from GB/T 177, the average strength grade of clinker is calculated in accordance with the strength indicators of Portland cement specified in GB/T 175. Among the average strength grades at each age, the lowest grade shall be taken as the actual average strength grade of the clinker. A3 Calculation A3.1 Clinker strength between grade 525 and grade 625 When the clinker strength falls between grade 525 and grade 625 according to the strength indicators in Table A1, the actual average strength grade of the clinker shall be calculated using Formula (A1). Table A1 MPa | Portland Cement Strength Grade | Compressive Strength | Flexural Strength | |-------------------------------|----------------------|-------------------| | | 3d | 28d | 3d | 28d | | 525 | 23.0 | 52.5 | 4.0 | 7.0 | | 625 | 28.0 | 62.5 | 5.0 | 8.0 | The average strength grade corresponding to the clinker strength at a certain age shall be calculated using Formula (A1): \( R_p = \frac{P_s - P_d}{P_g - P_d} \times 100 + R_d \) (A1) Where: \( R_p \) — Average strength grade corresponding to the clinker strength at a certain age; \( R_d \) — Lower strength grade when the clinker strength lies between two grades; \( P_s \) — Measured clinker strength at a certain age; \( P_d \) — Strength at a certain age for the lower grade, as determined from Table A1, which is lower than the measured clinker strength; \( P_g \) — Strength at a certain age for the higher grade, as determined from Table A1, which is higher than the measured clinker strength. A3.2 Clinker strength lower than grade 525 When the clinker strength is lower than grade 525, the actual average strength grade of the clinker shall be calculated using the strength indicators of ordinary Portland cement, as specified in Table A2, still applying Formula (A1). Table A2 MPa | Ordinary Portland Cement Strength Grade | Compressive Strength | Flexural Strength | |----------------------------------------|----------------------|-------------------| | | 3d | 28d | 3d | 28d | | 325 | 13.0 | 32.5 | 2.5 | 5.5 | | 425 | 17.0 | 42.5 | 3.5 | 6.5 | A3.3 Clinker strength higher than Portland cement grade 625 When the clinker strength is higher than Portland cement grade 625, the actual average strength grade of the clinker shall be calculated using Formula (A2): GB/T 16780—1997 \( R_p = \frac{P_s - P_B}{P_B} \times 100 + 625 \) (A2)

本附录适用于水泥熟料实际平均标号的计算。 A2 方法原理 按硅酸盐水泥的强度指标计算。根据GB/T 177所得各龄期熟料的抗折、抗压强度数值,按GB/T 175中硅酸盐水泥强度指标计算熟料平均标号,各龄期平均标号中最低标号为该熟料实际平均标号。 A3 计算 Al 1 熟料强度在525-625号间 熟料强度按表Al强度指标在525^+625号间,熟料实际平均标号按式(A1)计算。 表Al MPa 硅酸盐水泥标号 抗压强度 抗折强度 3d 28d 3d 28d 525 23. 0 52.5 4.0 7.0 625 28. 0 62.5 5.0 8.0 熟料某龄期强度对应平均标号按式(Al)计算: 尸。一尸d 尸:一尸dX 100十Rd (Al) 式中:Rp 熟料某一龄期强度所对应的平均标号; Rd— 熟料强度处于两个标号间时,所对应低的标号; Ps— 实测熟料某一龄期强度; Pd— 由表Al查出比实测熟料强度低的标号某一龄期强度; Pg— 由表Al查出比实测熟料强度高的标号某一龄期强度。 A3.2 熟料强度低于525号 熟料强度低于525号时,计算熟料实际平均标号按普通硅酸盐水泥强度指标计算,见表 (Al)计算。 表A2 A2,仍按式 M Pa 普通硅酸盐水泥标号 抗压强度 抗折强度 3d 28d 3d 28d 325 13.0 32.5 2. 5 5.5 425 17.0 42. 5 3. 5 6. 5 AM 熟料强度高于硅酸盐水泥625号 熟料实际平均标号按式(A2)计算: GB/T 16780一1997 P。一PB - P6

📚 References & Relations / 引用与关联

normative_reference GB 4915-85
normative_reference GB/T 175-92
normative_reference GB/T 177-85
normative_reference GB/T 213-87
normative_reference GB/T 384-81
normative_reference GB/T 4179-84
normative_reference TJ 36

🔗 Related Standards / 同类标准

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