11G101-1钢筋锚固长度计算查询

砼钢筋种类类别及抗震等级非抗震(本行为图集原始数据基本锚固lab和labEΦ≤25【1.0】Φ>25【1.1】HPB300环氧树脂涂层带肋钢筋【1.25】施工过程中易受扰动钢筋【1.1】保护层厚度3D【0.8】保护层厚度5D【0.7】非抗震(本行为图集原始数据基本锚固lab和labEΦ≤25【1.0】Φ>25【1.1】HPB335HPBF335环氧树脂涂层带肋钢筋【1.25】施工过程中易受扰动钢筋【1.1】保护层厚度3D【0.8】保护层厚度5D【0.7】非抗震(本行为图集原始数据基本锚固lab和labEΦ≤25【1.0】HRB400HRBF400RRB400Φ>25【1.1】环氧树脂涂层带肋钢筋【1.25】施工过程中易受扰动钢筋【1.1】保护层厚度3D【0.8】保护层厚度5D【0.7】非抗震(本行为图集原始数据基本锚固lab和labEΦ≤25【1.0】Φ>25【1.1】HRB500HRBF500环氧树脂涂层带肋钢筋【1.25】施工过程中易受扰动钢筋【1.1】保护层厚度3D【0.8】保护层厚度5D【0.7】四级【1.0】39.0039.0042.9048.7542.9031.2027.3038.0038.0041.8047.5041.8030.4026.600.000.000.000.000.000.000.000.000.000.000.000.000.000.00C20一二级三级【1.15】【1.05】45.0044.8549.3456.09.3435.8831.4044.0043.7048.0754.6348.0734.9630.590.000.000.000.000.000.000.000.000.000.000.000.000.000.0041.0040.9545.0551.1945.0532.7628.6740.0039.9043.49.8843.31.9227.930.000.000.000.000.000.000.000.000.000.000.000.000.000.00四级【1.0】34.0034.0037.4042.5037.4027.2023.8033.0033.0036.3041.2536.3026.4023.1040.0040.0044.0050.0044.0032.0028.0048.0048.0052.8060.0052.8038.4033.60C25一二级三级【1.15】【1.05】39.0039.1043.0148.8843.0131.2827.3738.0037.9541.7547.4441.7530.3626.5746.0046.0050.6057.5050.6036.8032.2055.0055.2060.7269.0060.7244.1638.36.0035.7039.2744.6339.2728.5624.9935.0034.6538.1243.3138.1227.7224.22.0042.0046.2052.5046.2033.6029.4050.0050.4055.4463.0055.4440.3235.28四级【1.0】30.0030.0033.0037.5033.0024.0021.0029.0029.0031.9036.2531.9023.2020.3035.0035.0038.5043.7538.5028.0024.5043.0043.0047.3053.7547.3034.4030.10C30一二级三级【1.15】【1.05】35.0034.5037.9543.1337.9527.6024.1533.0033.3536.6941.6936.6926.6823.3540.0040.2544.2850.3144.2832.2028.1849.0049.4554.4061.8154.4039.5634.6232.0031.5034.6539.3834.6525.2022.0531.0030.4533.5038.0633.5024.3621.3237.0036.7540.4345.9440.4329.4025.7345.0045.1549.6756.4449.6736.1231.61四级【1.0】28.0028.0030.8035.0030.8022.4019.6027.0027.0029.7033.7529.7021.6018.9032.0032.0035.2040.0035.2025.6022.4039.0039.0042.9048.7542.9031.2027.30C35一二级三级【1.15】【1.05】32.0032.2035.4240.2535.4225.7622.5431.0031.0534.1638.8134.1624.8421.7437.0036.8040.4846.0040.4829.4425.75.0044.8549.3456.09.3435.8831.4029.0029.4032.3436.7532.3423.5220.5828.0028.3531.1935.4431.1922.6819.8534.0033.6036.92.0036.9626.8823.5241.0040.9545.0551.1945.0532.7628.67四级【1.0】25.0025.0027.5031.2527.5020.0017.5025.0025.0027.5031.2527.5020.0017.5029.0029.0031.9036.2531.9023.2020.3036.0036.0039.6045.0039.6028.8025.20C40一二级三级【1.15】【1.05】29.0028.7531.6335.9431.6323.0020.1329.0028.7531.6335.9431.6323.0020.1333.0033.3536.6941.6936.6926.6823.3541.0041.4045.5451.7545.5433.1228.9826.0026.2528.8832.8128.8821.0018.3826.0026.2528.8832.8128.8821.0018.3830.0030.4533.5038.0633.5024.3621.3238.0037.8041.5847.2541.5830.2426.46四级【1.0】24.0024.0026.4030.0026.4019.2016.8023.0023.0025.3028.7525.3018.4016.1028.0028.0030.8035.0030.8022.4019.6034.0034.0037.4042.5037.4027.2023.80C45一二级三级【1.15】【1.05】28.0027.6030.3634.5030.3622.0819.3226.0026.4529.1033.0629.1021.1618.5232.0032.2035.4240.2535.4225.7622.5439.0039.1043.0148.8843.0131.2827.3725.0025.2027.7231.5027.7220.1617.24.0024.1526.5730.1926.5719.3216.9129.0029.4032.3436.7532.3423.5220.5836.0035.7039.2744.6339.2728.5624.99四级【1.0】23.0023.0025.3028.7525.3018.4016.1022.0022.0024.2027.5024.2017.6015.4027.0027.0029.7033.7529.7021.6018.9032.0032.0035.2040.0035.2025.6022.40C50一二级三级【1.15】【1.05】26.0026.4529.1033.0629.1021.1618.5225.0025.3027.8331.6327.8320.2417.7131.0031.0534.1638.8134.1624.8421.7437.0036.8040.4846.0040.4829.4425.7624.0024.1526.5730.1926.5719.3216.9123.0023.1025.4128.8825.4118.4816.1728.0028.3531.1935.4431.1922.6819.8534.0033.6036.92.0036.9626.8823.52四级【1.0】22.0022.0024.2027.5024.2017.6015.4021.0021.0023.1026.2523.1016.8014.7026.0026.0028.6032.5028.6020.8018.2031.0031.0034.1038.7534.1024.8021.70C55一二级三级【1.15】【1.05】25.0025.3027.8331.6327.8320.2417.7124.0024.1526.5730.1926.5719.3216.9130.0029.9032.37.3832.23.9220.9336.0035.6539.2244.5639.2228.5224.9623.0023.1025.4128.8825.4118.4816.1722.0022.0524.2627.5624.2617.15.4427.0027.3030.0334.1330.0321.8419.1133.0032.5535.8140.6935.8126.0422.79备注：1、以上数据均未乘以直径D；

2、四级对应非抗震数据即la数值且不小于200mm；

3、一二级、三级对应数据为laE（除非抗震一行数据）。1、绑扎搭接长度不小于300mm；

2、抗震llE=ζl*laE;非抗震ll=ζl*la

3、接头率：≤25时，ζl=1.2，=50时，ζl=1.4，=100时，ζl=1.6（中间用内插法计算）

≥C60四级【1.0】21.0021.0023.1026.2523.1016.8014.7021.0021.0023.1026.2523.1016.8014.7025.0025.0027.5031.2527.5020.0017.5030.0030.0033.0037.5033.0024.0021.00一二级三级【1.15】【1.05】24.0024.1526.5730.1926.5719.3216.9124.0024.1526.5730.1926.5719.3216.9129.0028.7531.6335.9431.6323.0020.1335.0034.5037.9543.1337.9527.6024.1522.0022.0524.2627.5624.2617.15.4422.0022.0524.2627.5624.2617.15.4426.0026.2528.8832.8128.8821.0018.3832.0031.5034.6539.3834.6525.2022.05震llE=ζl*laE;非抗震ll=ζl*la

头率：≤25时，ζl=1.2，=50时，ζl=1.4，=100时，ζl=1.6（中间用内插法计算）