主要等级:Q345GJB / C / D / E-Z15 / Z25 / Z35,Q390GJC / Q390GJD E-Z15 / Z25 / Z35, Q420GJC / D / E-Z15 / Z25 / Z35, Q460GJB / C / D / E-Z15 / Z35, A572Gr42/50/65, 厚度:6 - 200 mm, 高层建筑用钢具有高强度的特点, 高韧性, 易焊接(屈服强度比低),抗层状撕裂能力强, 等.
广泛应用于大型建筑工程, 如高层建筑, 超级高层建筑, 大跨度场馆, 机场, 会议展览中心, 钢结构厂房等.
典型的钢成绩/规格
成绩 | 规范 | 尺寸范围 | 交货条件 |
Q345GJB / C / D / E-Z15 / Z25 / Z35 | GB / T 19879技术协议 | 6-200 | 基于“增大化现实”技术/ NR / N / N + T /生产生产TMCP |
Q390GJC / D / E-Z15 / Z25 / Z35 |
Q420GJC / D / E-Z15/25/35 | 基于“增大化现实”技术/ NR / N / N + T / Q + T /生产生产TMCP |
典型等级的性质
化学成分
钢 | 成绩 | 化学成分(wt %) |
C | Si | Mn | P | S | V | Nb | Ti | 肌萎缩性侧索硬化症 | Cr | Cu | Ni |
Q345GJ | B | ≤0.20 | ≤0.55 | ≤1.60 | ≤0.015 | ≤0.005 | 0.02-0.15 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.30 | ≤0.30 | ≤0.30 |
C |
D | ≤0.18 | ≤0.55 | ≤1.60 | ≤0.015 | ≤0.005 | 0.02-0.15 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.30 | ≤0.30 | ≤0.30 |
E |
Q390GJ | C | ≤0.20 | ≤0.55 | ≤1.60 | ≤0.015 | ≤0.005 | 0.02-0.20 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.30 | ≤0.30 | ≤0.70 |
D | ≤0.18 | ≤0.55 | ≤1.60 | ≤0.015 | ≤0.005 | 0.02-0.20 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.30 | ≤0.30 | ≤0.70 |
E |
Q420GJ | C | ≤0.20 | ≤0.55 | ≤1.60 | ≤0.015 | ≤0.005 | 0.02-0.20 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.40 | ≤0.30 | ≤0.70 |
D | ≤0.18 |
E |
Q460GJ | C | ≤0.20 | ≤0.55 | ≤1.60 | ≤0.016 | ≤0.005 | 0.02-0.21 | 0.015-0.06 | 0.010-0.030 | ≥0.015 | ≤0.70 | ≤0.30 | ≤0.70 |
D | ≤0.18 | 0.015-0.060 | ≥0.20 |
E |
全厚度特征
全厚度属性水平 | 内容(wt %) | 面积减少Z (%) |
三个样本的平均值 | 单个样本值 |
Z15 | ≤0.005 | ≥15 | ≥10 |
Z25 | ≤0.005 | ≥25 | ≥15 |
Z35 | ≤0.005 | ≥35 | ≥25 |
CE和Pcm值如下:
钢/成绩 | 交货条件 | CE(%) | Pcm (%) |
≤50mm | >50-220mm | ≤50mm | >50-220mm |
Q345GJ | 基于“增大化现实”技术/ N / NR / N + T | ≤0.41 | ≤0.43 | ≤0.28 | ≤0.28 |
生产TMCP | ≤0.38 | ≤0.40 | ≤0.24 | ≤0.26 |
Q390GJ | 基于“增大化现实”技术/ N / NR / N + T | ≤0.44 | ≤0.46 | ≤0.28 | ≤0.29 |
生产TMCP | ≤0.40 | ≤0.43 | ≤0.26 | ≤0.27 |
Q420GJ | 基于“增大化现实”技术/ N / NR / N + T | ≤0.47 | ≤0.49 | ≤0.30 | ≤0.32 |
生产TMCP | ≤0.40 | 技术协议 | ≤0.26 | 技术协议 |
Q460GJ | AR / N / NR / N + TQ + T /生产生产TMCP | ≤0.43 | 技术协议 |
※CE(%)=C+Mn/6+ (Cr+Mo+V)/5+ (Ni+Cu)/15
※Pcm (%) = C +、Si / 30 + Mn / 20 + 20 +铜/镍/ 60 + Cr / 20 + Mo / 15 + 10 + 5 V / b
机械性能
钢/成绩 | 质量水平 | KV2 (J) | Rm (MPa) | A (%) | 盐土(MPa) | 180º弯曲试验 | 产额比 |
板厚度(毫米) | 板厚度 |
临时 | 不少于 | 6-16 | >16-35 | >35-50 | >50-200 | >150-200 | ≤16 | >16 |
Q345GJ | B | 20 | 34 | 490-610 | ≥22 | ≥345 | 345-465 | 335-455 | 325-445 | TechnicalAgreement | d = 2 | d = 3 | ≤0.83 |
C | 0 |
D | -20 |
E | -40 |
Q390GJ | C | 0 | 34 | 490-650 | ≥20 | ≥390 | 390-510 | 380-500 | 370-490 | d = 2 | d = 3 | ≤0.85 |
D | -20 |
E | -40 |
Q420GJ | C | 0 | 34 | 520-680 | ≥19 | ≥420 | 420-550 | 410-540 | 400-530 | d = 2 | d = 3 | ≤0.85 |
D | -20 |
E | -40 |
Q460GJ | C | 0 | 34 | 550-720 | ≥17 | ≥460 | 460-600 | 450-590 | 440-580 | d = 2 | d = 3 | ≤0.85 |
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