常用鋼筋拉伸試驗加荷速度表

1、常用鋼筋拉伸試驗加荷速度表公稱直徑（mm）鋼筋截面計算面積（mm2）彈性模量E150000（mpa）彈性模量E150000(Mpa應力速率（Mpa/s）加荷速度中值（kn/s）應力速度（Mpa/s）加荷速度中值（kn/s）最小最大最小最大660220加荷速度（kn/s）加荷速度（kn/s）628.270.171.700.90.060.570.3850.270.303.021.70.101.010.51078.270.474.712.60.161.570.912113.100.686.793.70.232.261.214153.940.929.245.10.313.081.716201.061.

2、2112.066.60.404.022.218254.471.5315.278.40.515.092.820314.161.8818.8510.40.636.283.522380.132.2822.8112.50.767.604.225490.872.9529.4516.20.989.825.428615.753.6936.9520.31.2312.326.832804.254.8348.2626.51.6116.098.9361017.886.1161.0733.62.0420.3611.2401256.647.5475.4041.52.5125.1331.8501963.5011.7811

3、7.864.83.9339.2721.6常用力學試驗加荷速度表項目規(guī)格(mm強度等級規(guī)程規(guī)定速度試驗控制加荷速度（KN/S）Mpa/sMpa/s最小最大中值壓強度試驗50×50×50/0.5-1.0/1.252.502.0050×50/0.981.961.47（劈裂法）壓強試驗50×50×50/0.3-0.5/1.181.961.6750×50/1.181.961.67砂抗折強度試驗40×40×160/0.050±0.0100.040.060.05砂抗壓強度試驗40×40×160/2.

4、400±0.2002.202.602.40水泥混凝土抗壓強度試驗100×100×100C300.3-0.5/3.005.004.00C300.5-0.85.008.006.50C600.8-1.08.0010.009.00150×150×150C300.3-0.5/6.7511.259.00C300.5-0.811.2518.0014.63C600.8-1.018.0022.5020.25200×200×200C0.3-0.5/12.0020.0016.00C0.5-0.820.0032.0026.00C0.8-1.032.

5、0040.0036.00水泥混凝土抗折強度試驗150×150×550C0.02-0.05/0.170.420.30C0.05-0.080.420.680.55C0.08-0.100.680.840.76土劈裂抗拉試驗150×150×150C0.3-0.5/0.711.771.24C0.5-0.81.772.832.30C0.8-0.12.833.533.18水泥混凝土圓柱抗壓強度試驗150×300C0.02-0.05/5.308.847.07C0.05-0.088.8414.1411.49C0.08-0.1014.1417.6716.91混凝土圓柱體試驗抗拉強度試驗150×200C0.02-0.05/0.942.351.65C0.