常规力学试验加荷速度一览表(图文)
| 试验项目 | 加荷速度 | 使用设备 | 备注 | |||
| 水泥胶砂抗压试验 | 2.4kN/s±0.2kN/s | / | / | |||
| 水泥混凝土圆柱体劈裂抗拉强度试验 (假定L=200mm，D=100mm) |
0.17kN/s～0.49kN/s | WEW-300B | ＜C30(＜4.5MPa) | |||
| 0.49kN/s～0.84kN/s | WEW-300B | ≥C30且＜C60 （≥4.5MPa且＜5.5MPa） |
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| 0.84kN/s～1.09kN/s | WEW-300B | ＞C60 | ||||
| 岩石单轴抗压强度试验 | 1.50kN/s ～2.50kN/s | WEW-300B | 边长为50mm | |||
| 2.40kN/s～4.90kN/s | WEW-300B | 边长为70mm | ||||
| 水泥混凝土立方体抗压强度 | 6.75kN/s～11.250kN/s | WHY-2000 | ＜C30(0.3～0.5MPa/s) | |||
| 11.25kN/s～18.0kN/s | WHY-2000 | ≥C30且＜C60 (0.5～0.8MPa/s) |
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| 18.0kN/s～22.5kN/s | WHY-2000 | ＞C60(0.8～1.0MPa/s) | ||||
| 水泥混凝土抗弯拉试件断块抗压强度试验 | 6.75kN/s～11.250kN/s | WHY-2000 | ＜C30(0.3～0.5MPa/s) | |||
| 11.25kN/s～18.0kN/s | WHY-2000 | ≥C30且＜C60 (0.5～0.8MPa/s) |
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| 18.0kN/s～22.5kN/s | WHY-2000 | ＞C60(0.8～1.0MPa/s) | ||||
| 水泥混凝土圆柱体轴心抗压强度试验 | 6.75kN/s～11.250kN/s | WHY-2000 | ＜C30(0.3～0.5MPa/s) | |||
| 11.25kN/s～18.0kN/s | WHY-2000 | ≥C30且＜C60 (0.5～0.8MPa/s) |
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| 18.0kN/s～22.5kN/s | WHY-2000 | ＞C60(0.8～1.0MPa/s) | ||||
| 水泥混凝土棱柱体抗压弹性模量试验 | 4.5kN/s～22.5kN/s | WHY-2000 | 0.6MPa/s±0.4MPa/s | |||
| 水泥混凝土圆柱体抗压弹性模量试验假设 （假定d=150mm） |
3.53kN/s～17.67kN/s | WHY-2000 | 0.6MPa/s±0.4MPa/s | |||
| 水泥混凝土棱柱体抗压强度 | 4.5kN/s～22.5kN/s | WHY-2000 | 0.6MPa/s±0.4MPa/s | |||
| 粗集料压碎值指标 | 40kN/min | WAW-1000 | 至压力400kN止 | |||
| 混凝土芯样抗压强度试验 （假定d=100mm） |
2.36kN/s～3.93kN/s | WEW-300B | ＜C30(0.3～0.5MPa/s) | |||
| 3.93kN/s～6.28kN/s | WAW-1000 | ≥C30且＜C60 (0.5～0.8MPa/s) |
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| 6.28kN/s～7.85kN/s | WAW-1000 | ＞C60(0.8～1.0MPa/s) | ||||
| 桩基芯样抗压强度试验 (假定d=100mm) |
2.36kN/s～3.93kN/s | WEW-300B | ＜C30(0.3～0.5MPa/s) | |||
| 3.93kN/s～6.28kN/s | WAW-1000 | ≥C30且＜C60 (0.5～0.8MPa/s) |
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| 6.28kN/s～7.85kN/s | WAW-1000 | ＞C60(0.8～1.0MPa/s) | ||||
| 预应力混凝土用钢绞线试验 | 10mm/min | WAW-1000 | 屈服前 | |||
| 75mm/min | 屈服后 | |||||
| 水泥混凝土抗弯拉强度试验 | 0.15kN/s～0.375kN/s | WEW-300B | 5.0MPa | |||
| 0.375kN/s～0.6kN/s | 4.5MPa | |||||
| (水运)水泥砂浆抗压试验 | / | WEW-300B | / | |||
| (公路)水泥砂浆立方体抗压强度试验 | 0.5kN/s～1.5kN/s | WEW-300B | 小于或等5.0MPa下限为宜 大于5.0MPa上限为宜 |
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| (建工)建筑砂浆抗压强度试验 | / | WEW-300B | / | |||
| 岩石芯样抗压强度试验 | 0.98kN/s～1.96kN/s | WEW-300B | D=50mm | |||
| 无侧限抗压强度试验 | 1mm/min | WEW-300B | / | |||
| 水泥土桩芯样抗压强度试验 | 0.59kN/s～0.98kN/s | WEW-300B | / | |||
| 钢筋机械连接接头力学性能试验 | 0.05Lc/min | WEW-300B | D≤20mm | |||
| 0.05Lc/min | WAW-1000 | D＞20mm | ||||
| 钢材力学性能试验 | 最小 | 最大 | 中值 | 使用设备 | 钢筋直径（mm） | 钢筋截面面积（mm2） |
| 0.17 | 1.70 | 0.93 | WEW-300B | 6 | 28.27 | |
| 0.30 | 3.02 | 1.66 | WEW-300B | 8 | 50.27 | |
| 0.47 | 4.71 | 2.59 | WEW-300B | 10 | 78.54 | |
| 0.68 | 6.79 | 3.73 | WEW-300B | 12 | 113.1 | |
| 0.92 | 9.24 | 5.08 | WEW-300B | 14 | 153.9 | |
| 1.21 | 12.06 | 6.64 | WEW-300B | 16 | 201.1 | |
| 1.53 | 15.27 | 8.40 | WEW-300B | 18 | 254.5 | |
| 1.88 | 18.85 | 10.37 | WEW-300B | 20 | 314.2 | |
| 2.28 | 22.81 | 12.54 | WAW-1000 | 22 | 380.1 | |
| 2.95 | 29.45 | 16.20 | WAW-1000 | 25 | 490.9 | |
| 3.69 | 36.95 | 20.32 | WAW-1000 | 28 | 615.8 | |
| 4.83 | 48.25 | 26.54 | WAW-1000 | 32 | 804.2 | |
| 6.11 | 61.07 | 33.59 | WAW-1000 | 36 | 1018 | |
| 7.54 | 75.40 | 41.47 | WAW-1000 | 40 | 1257 | |
| 11.78 | 117.81 | 64.80 | WAW-1000 | 50 | 1963 | |
| 钢筋焊接接头力学性能试验 | 0.28 | 0.85 | 0.57 | WEW-300B | 6 | 28.27 |
| 0.50 | 1.51 | 1.01 | WEW-300B | 8 | 50.27 | |
| 0.79 | 2.36 | 1.57 | WEW-300B | 10 | 78.54 | |
| 1.13 | 3.39 | 2.26 | WEW-300B | 12 | 113.1 | |
| 1.54 | 4.62 | 3.08 | WEW-300B | 14 | 153.9 | |
| 2.01 | 6.03 | 4.02 | WEW-300B | 16 | 201.1 | |
| 2.54 | 7.63 | 5.09 | WEW-300B | 18 | 254.5 | |
| 3.14 | 9.42 | 6.28 | WEW-300B | 20 | 314.2 | |
| 3.80 | 11.40 | 7.60 | WAW-1000 | 22 | 380.1 | |
| 4.91 | 14.73 | 9.82 | WAW-1000 | 25 | 490.9 | |
| 6.16 | 18.47 | 12.32 | WAW-1000 | 28 | 615.8 | |
| 8.04 | 24.13 | 16.08 | WAW-1000 | 32 | 804.2 | |
| 10.18 | 30.54 | 20.36 | WAW-1000 | 36 | 1018 | |
| 12.57 | 37.70 | 25.13 | WAW-1000 | 40 | 1257 | |
| 19.63 | 58.90 | 39.27 | WAW-1000 | 50 | 1963 | |
