预制板、过梁等含量计算表

1、型号计算式数量单方工程量总工程量单方钢筋总钢筋予应力空心板00YKB305200.10902.790.000YKB306200.1303.720.000YKB335100.1203.290.000YKB335200.1203.620.000YKB335300.1204.270.000YKB336200.14304.090.000YKB305100.10902.330.000YKB306100.1302.790.000YKB336100.14303.580.000YKB249100.15302.40.000YKB249200.15303.350.000YKB249300.15304.310.00

2、0YKB245100.08701.860.000YKB245200.08701.860.000YKB245300.08702.240.000YKB246100.10401.680.000YKB246200.10402.40.000YKB246300.10402.870.000YKB276100.11702.510.000YKB276200.11702.930.000YKB276300.11703.770.000YKB279100.17303.230.000YKB279200.17304.580.000YKB279300.17305.390.000YKB365200.13104.660.000Y

3、KB365300.13107.250.000YKB366200.15605.730.000YKB366300.15608.920.000YKB369100.21105.920.000YKB369200.21106.240.000YKB369300.21107.560.000YKB395100.14204.110.000YKB395200.14205.320.000YKB395300.14207.130.000YKB396100.16905.380.000YKB396200.16906.590.000YKB396300.16908.40.000YKB305200.10903.290.000YKB

4、306200.1303.890.000YKB306300.1304.190.000YKB456100.255010.4970.000YKB456200.255010.4970.000YKB456300.255011.890.000YKB486100.271011.0050.000YKB486200.271011.7470.000YKB486300.271013.2320.000YKB516100.289012.3020.000YKB516200.289013.090.000YKB516300.289015.4590.000YKB546100.306013.6910.000YKB546200.3

5、06015.360.000YKB546300.306017.8640.000YKB576100.325015.1720.000YKB576200.325017.8150.000YKB576300.325020.5480.000YKB426200.18208.350.000YKB425200.15306.990.000平板0.0000.000B156200.041604.18320.000B1253A00.03302.6040.000B1553a00.04604.5620.000B1253B00.03902.6040.000B1553B00.04903.180.000B1853B00.05906

6、.0620.000B1853C00.06703.8580.000B215200.07805.2870.000B215300.07806.9940.000B245100.0905.9820.000B245200.09011.8560.000B1263A00.0402.7370.000B1563A00.05104.5670.000B1263B00.04702.7370.000B1563B00.05903.3350.000B1863B00.07106.9960.000B1863C00.08104.0580.000B216200.09506.3620.000B216300.09508.9220.000

7、B246100.10907.1980.000B246200.109015.1670.000B1273A00.04703.3680.000B1573A00.0605.3390.000B1273B00.05503.3680.000B1573B00.06904.1070.000B1873B00.08407.9310.000B217200.11207.4380.000B247100.12808.4140.000B247200.12809.9970.000B2172008220.000预制过梁10.810.595585GL06242330.0350.73GL102410.022

8、01.4980GL1024210.0430.0431.4981.498GL09242320.041.281.39744.704GL08242460.0371.7021.3260.72GL12242230.0491.1272.48557.155GL15242860.0584.9883.778324.908GL182420.09906.0480GL24242100.1671.6710.66106.6GL213720.17308.7920GL212420.11209.350GL272410.18408.570GL272420.184014.070GL272430.184014.070GL302420

9、.201018.360GL332420.274022.620GL182420.09906.0480GL092430.0402.0720GL152430.08605.5020GL302430.252020.950GL212430.112011.260GL182430.09908.30GL242430.167012.790GL122430.04903.5070钢筋混凝土悬挑梁00TL15320.329040.9220WTL1830.6264061.1090雨棚1.14471.2 YP218122b20.5721.14435.671.2YP212122b0.368022.90YP210092b0.2

10、93020.90YP210092c0.303020.90YP215122b0.474030.50人工挖孔桩 桩径配筋配筋配筋钢筋每米砼量C25、C20、C30钢筋8钢筋6RZH90 9001016825014200021.974810.63585145RZH100 10001018825014200026.86090.785165RZH110 11001216825016200027.145980.94985175RZH120 12001218825016200032.930161.1304185RZH130 13001416825016200031.794340.63585195RZH140 14001418825016200038.418521.5386215RZH150 15001618825016200043.16271.76625225RZH160 16001818825016200047.906882.0096235RZH180 18002020825016200062.795242.5434245RZH200 20002220825018200070.54243.14285RZH220 22002520825018200067.822643.7994315#REF!护壁砼护壁钢筋合计0.402312510.644216.6364.008210.4415625