波纹管压浆料计算公式表.xls

1、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F142.1690.006361725150.00210.179674327308.8152489F262.0890.006361725150.00210.264567889454.7260591F385.9690.006361725150.00210.366337882629.6432352F4109.1290.006361725150.00210.465039434799.2865266F5137.1590.00

2、6361725150.00210.5844955861004.601788F6165.2690.006361725150.00210.7042926761210.503037纵向顶板钢束T1a4090.006361725100.00140.198469001341.1185948T1b4090.006361725100.00140.198469001341.1185948T2a60.0990.006361725100.00140.298150056512.445409T2b60.0990.006361725100.00140.298150056512.445409T3a84.1690.0063

3、61725100.00140.417578777717.7135234T3b84.0990.006361725100.00140.417231457717.1165659T4a108.2490.006361725100.00140.537057116923.0669175T4b108.1690.006361725100.00140.536660178922.3846803T5a136.3890.006361725100.00140.6766800581163.043849T5b136.4390.006361725100.00140.6769281441163.470247T6a164.5790

4、.006361725100.00140.8165510861403.447179T6b164.5790.006361725100.00140.8165510861403.447179T7a192.7690.006361725100.00140.9564221141643.850508T7b192.6690.006361725100.00140.9559259411642.997712边跨顶板钢束HB147.490.006361725120.001680.221913766381.4142848HB247.490.006361725120.001680.221913766381.4142848H

5、B387.490.006361725120.001680.409182766703.2828796HB487.490.006361725120.001680.409182766703.2828796中跨顶板钢束HZ128.1490.006361725120.001680.131743742226.4345564HZ242.1490.006361725120.001680.197287892339.0885646HZ342.1490.006361725120.001680.197287892339.0885646边跨底板钢束B163.3890.006361725120.001680.296727

6、731510.0007884B275.590.006361725120.001680.353470239607.5269726B387.7990.006361725120.001680.411008639706.4210984B497.6190.006361725120.001680.456983179785.4398384B597.6190.006361725120.001680.456983179785.4398384中跨底板钢束Z1a30.1790.006361725120.001680.141247644242.7693876Z1b30.1790.006361725120.001680

7、.141247644242.7693876Z2a44.290.006361725120.001680.206932246355.6647972Z2b44.290.006361725120.001680.206932246355.6647972Z3a56.2790.006361725120.001680.263440667452.7886457Z3b56.2790.006361725120.001680.263440667452.7886457Z468.3190.006361725120.001680.319808636549.6710927Z5a58.4590.006361725120.001

8、680.273646827470.3304841Z5b58.4890.006361725120.001680.273787279470.5718856桥面板H2430.76.0*20.001230.000421.8959463258.657187合计压浆料质量（kg)31135.753127.324847.324848.5279658.5279658.0467151.340625778.3938281*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257850.00196349530.000420.1

9、20392639395.50.00237582940.000560.070817347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