压浆料计算表.xls

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1、*第三联压浆料计算位置钢束型号波纹管长度(m)波纹管直径(cm)波纹管截面面积(m2)钢绞线根数钢绞线截面面积(m2)压浆料体积(m3)压浆料质量（kg）纵向钢束F1/F1a/F1b682.0280.005026548120.001682.2824127763922.896959F2/F2a/F2b700.8280.005026548120.001682.3453278814031.032296F3/F3a/F3b723.5480.005026548120.001682.4213614564161.715002T1639.977.50.00441786590.001262.0209386043

2、473.488226T2308.267.50.00441786590.001260.973443341673.10574T2a308.267.50.00441786590.001260.973443341673.10574T3575.977.50.00441786590.001261.818835273126.12312T496.777.50.00441786590.001260.305586557525.2268944B1444.467.50.00441786590.001261.4035444972412.342105B2220.767.50.00441786590.001260.6971

3、301881198.19251B2a220.767.50.00441786590.001260.6971301881198.19251B384.467.50.00441786590.001260.266713244458.41338748#横梁N135.947.50.004417865100.00140.108462053186.4191545N2367.50.004417865100.00140.108643125186.7303717N335.887.50.004417865100.00140.108280982186.10793729#横梁N184.4680.005026548120.0

4、01680.282649458485.8037552N284.4680.005026548120.001680.282649458485.8037552N384.4680.005026548120.001680.282649458485.803755210#横梁N184.4680.005026548120.001680.282649458485.8037552N284.4680.005026548120.001680.282649458485.8037552N384.4680.005026548120.001680.282649458485.803755211#横梁N184.4680.0050

5、26548120.001680.282649458485.8037552N284.4680.005026548120.001680.282649458485.8037552N384.4680.005026548120.001680.282649458485.8037552桥面板H3573.17.0*1.80.0012630.000423.0014045158.663125合计压浆料质量（kg)37943.98888*第三联压浆料计算位置片数波纹管长度(m)波纹管直径(cm)波纹管截面面积(m2)钢绞线根数钢绞线截面面积(m2)压浆料体积(m3)20m中跨257850.00196349530.0

6、00420.120392639395.50.00237582940.000560.070817347边跨341185.50.00237582940.000560.2142678725m中跨11314750.00196349530.000420.22689382495.50.00237582940.000560.088975641边跨894950.00196349530.000420.0756312731485.50.00237582940.000560.268742752合计水泥质量（kg)110790.35压浆料质量（kg）小计（kg）170.1147993270.18100.064911302.7604998302.76320.6009678446.32125.7225804106.8669893486.60379.7335082