独立基础钢筋及砼计算表格

1、独立基础钢筋及砼计算表格底板厚：0.35序号 基础编号 数量L1w1h1L2W2h2L3W3h3独基C35P6底板扣除体积钢筋（三级钢12-25）Q(L1*w1*h1+L2*w2*h2+L3*w3*h3)*Q底板与基顶平直径间距纵筋长度纵筋数量1DJ141.81.80.810.374.54121501720.00102DJ2102.22.20.838.7216.94121502120.00153DJ362.62.60.51.61.600.3024.896.64121252340.00194DJ420330.522.000.30114.0033.00121252700.00225DJ5163.4

2、3.40.52.42.400.30120.1336.90141253060.00256DJ6223.83.80.42.82.800.301.801.800.30200.2030.01141003420.00357DJ72440.433.000.302.002.000.3020.603.30141003600.003680.000.0012150-80.00090.000.0012150-80.000100.000.0012125-80.000110.000.0014125-80.000120.000.0014150-80.000130.000.0014125-80.000140.000.001

3、4100-80.000150.000.0014100-80.000160.000.0016120-80.000170.000.0018130-80.000180.000.0018125-80.000190.000.0018110-80.000200.000.0022150-80.000序号 基础编号 数量L1w1h1L2W2h2L3W3h3独基C35P6底板扣除体积钢筋（三级钢12-25）Q(L1*w1*h1+L2*w2*h2+L3*w3*h3)*Q底板与基顶平直径间距纵筋长度纵筋数量210.000.0022130-80.000220.000.0020110-80.000230.000.001

4、4100-80.000240.000.0016110-80.000250.000.0014100-80.000260.000.0018140-80.000270.000.0022140-80.000280.000.0014100-80.000290.000.0014100-80.000300.000.0014100-80.000310.000.0014100-80.000320.000.0014100-80.000330.000.0014100-80.00080528.90131.32底板与独基相重的部分最外边纵筋（2根）横筋长度横筋数量最外边横筋（2根）重量(kg)17201720.0010

5、1720146.7121202120.00132120527.4025202340.00172520449.0729202700.002029202015.0733203060.002333202842.0037203420.003337206187.2739203600.00343920609.50-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00钢筋（三级钢12-25）最外边纵筋（2根）横筋长度横筋数量最外边横筋（2根）重量(kg)-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-80.00-2-800.00-80-8