0.006361725120.001680.319808636549.6710927Z5a58.4590.006361725120.001680.273646827470.3304841Z5b58.4890.006361725120.001680.273787279470.5718856桥面板H2430.76.0*20.001230.000421.8959463258.657187合计压浆料质量(kg)31135.753127.324839877.324839878.527964878.527964878.046714871.340625778.3938281方家亭大桥现浇箱梁半幅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)纵向腹板钢束F142.1690.006361725150.00210.179674327308.8152489F262.0890.006361725150.00210.264567889454.7260591F385.9690.006361725150.00210.366337882629.6432352F4109.1290.006361725150.00210.465039434799.2865266F5137.1590.006361725150.00210.5844955861004.601788F6165.2690.006361725150.00210.7042926761210.503037纵向顶板钢束T1a4090.006361725100.00140.198469001341.1185948T1b4090.006361725100.00140.198469001341.11859487.324839877.324839878.52796487
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