1、整整体体式式基基础础盖盖板板涵涵涵涵台台尺尺寸寸及及数数量量表表 (Lo=4.0m)(Lo=4.0m)计算跨径L(m)净跨径L0(m)净空h1(m)填土高Th(m)盖板尺寸涵台尺寸地基容许承 载 力(kPa)底板是否配筋底板上层主筋直径板长L1(cm)d1(cm)d2(cm)盖板坡率h1(cm)h1(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)4.64.03.00.5Th4.0456(460)45450.003004620602803030110150是204.0Th6.0456(460)55550.003005620602803030110150是206.02、Th8.0456(460)55550.003005620602803030120150是208.0Th10.0456(460)70770.033007120602803030120150是2510.0Th12.0456(460)70770.033007120602803030120200是2512.0Th14.0456(460)80870.033008140603003030120250是2514.0Th16.0456(460)80870.033008140603003030140350是2516.0Th18.0456(460)90970.033009140603003030140400是283、18.0Th20.0456(460)90970.033009140603003030140450是284.64.04.00.5Th4.0456(460)45450.004004620702904030130150是204.0Th6.0456(460)55550.004005620702904030130150是206.0Th8.0456(460)55550.004005620702904030140150是208.0Th10.0456(460)70770.034007120702904030140200是2510.0Th12.0456(460)70770.03400712070290403014、40250是2512.0Th14.0456(460)80870.034008120702904030140300是2514.0Th16.0456(460)80870.034008120702904030150350是2516.0Th18.0456(460)90970.034009150703204030150450是2818.0Th20.0456(460)90970.034009150703204030150500是28每每延延米米整整体体式式基基础础底底板板钢钢筋筋数数量量表表 (Lo=4.0m)(Lo=4.0m)(=0)=0)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)涵台尺5、寸基础参数 材 料 数 量(每延米)C3(cm)Hd(cm)()m(cm)nN1钢筋N2钢筋N3钢筋HRB335钢筋总计(kg)直径(mm)长度(cm)根数(根)共重(kg)直径(mm)长度(cm)根数(根)共重(kg)直径(mm)长度(cm)根数(根)共重(kg)4.64.03.00.5Th4.0280110010.027&12100.02824.9&20625.010154.1&20200.01049.3228.34.0Th6.028011010.027&12100.02824.9&20625.010154.1&20200.01049.3228.36.0Th8.028012010.027&6、12100.02824.9&20625.010154.1&20200.01049.3228.38.0Th10.028012010.027&12100.02824.9&25625.010240.8&20200.01049.3315.010.0Th12.028012010.027&12100.02824.9&25625.010240.8&20200.01049.3315.012.0Th14.030012010.029&12100.03026.6&25665.010256.2&20200.01049.3332.214.0Th16.030014010.029&12100.03026.6&25665.07、10256.2&20200.01049.3332.216.0Th18.030014010.029&12100.03026.6&28665.010321.4&20200.01049.3397.418.0Th20.030014010.029&12100.03026.6&28665.010321.4&20200.01049.3397.44.64.04.00.5Th4.0290130010.028&12100.02925.7&20645.010159.1&20200.01049.3234.14.0Th6.029013010.028&12100.02925.7&20645.010159.1&20200.8、01049.3234.16.0Th8.029014010.028&12100.02925.7&20645.010159.1&20200.01049.3234.18.0Th10.029014010.028&12100.02925.7&25645.010248.5&20200.01049.3323.610.0Th12.029014010.028&12100.02925.7&25645.010248.5&20200.01049.3323.612.0Th14.029014010.028&12100.02925.7&25645.010248.5&20200.01049.3323.614.0Th16.029、9015010.028&12100.02925.7&25645.010248.5&20200.01049.3323.616.0Th18.032015010.031&12100.03228.4&28705.010340.8&20200.01049.3418.518.0Th20.032015010.031&12100.03228.4&28705.010340.8&20200.01049.3418.5C30砼基础底板(m3/m)6.166.166.726.726.727.208.408.408.407.547.548.128.128.128.128.709.609.60斜斜交交涵涵洞洞端端部部N2N10、2钢钢筋筋数数量量表表 (Lo=4.0m)(0.5m(Lo=4.0m)(0.5m填填土土高高Th20.0m)(Th20.0m)(一一)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)5基础参数材 料 数 量（两个端部）()B1(cm)n1两个端部N2钢筋直径(mm)长度(cm)根数(根)4.64.03.00.5Th8.0549.03&20627.188.0Th12.049.03&25627.1812.0Th16.052.54&25667.21016.0Th20.052.54&28667.2104.64.04.00.5Th8.0550.74&25647.2108.0Th16.050.711、4&25647.21016.0Th20.056.04&28707.410跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)20基础参数材 料 数 量（两个端部）()B1(cm)n1两个端部N2钢筋直径(mm)长度(cm)根数(根)4.64.03.00.5Th8.020203.819&20660.0408.0Th12.0203.819&25660.04012.0Th16.0218.420&25702.54216.0Th20.0218.420&28702.5424.64.04.00.5Th8.020211.120&25681.3428.0Th16.0211.120&25681.34216.12、0Th20.0232.922&28745.146跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)35基础参数材 料 数 量（两个端部）()B1(cm)n1两个端部N2钢筋直径(mm)长度(cm)根数(根)4.64.03.00.5Th8.035392.138&20745.3788.0Th12.0392.138&25745.37812.0Th16.0420.141&25794.28416.0Th20.0420.141&28794.2844.64.04.00.5Th8.035406.139&25769.7808.0Th16.0406.139&25769.78016.0Th20.0448.113、43&28843.0884.64.03.0351015基础参数材 料 数 量（两个端部）基础参数()B1(cm)n1两个端部N2钢筋()B1(cm)n1共重(kg)直径(mm)长度(cm)根数(根)共重(kg)123.71098.78&20633.418281.215150.114193.398.78&25633.418439.3150.114257.1105.89&25674.020519.5160.815322.5105.89&28674.020651.6160.815249.410102.39&25653.720503.815155.414249.4102.39&25653.72050314、.8155.414341.9112.810&28714.622760.0171.5162530基础参数材 料 数 量（两个端部）基础参数()B1(cm)n1两个端部N2钢筋()B1(cm)n1共重(kg)直径(mm)长度(cm)根数(根)共重(kg)651.025261.125&20681.352873.830323.3311017.3261.125&25681.3521365.2323.3311137.0279.826&25725.5541509.6346.4331426.3279.826&28725.5541893.6346.4331102.625270.526&25703.454146315、.730334.9321102.6270.526&25703.4541463.7334.9321656.7298.428&28769.6582157.6369.5354045基础参数材 料 数 量（两个端部）基础参数()B1(cm)n1两个端部N2钢筋()B1(cm)n1共重(kg)直径(mm)长度(cm)根数(根)共重(kg)1433.740469.945&20791.4921795.745560.0552240.2469.945&25791.4922805.8560.055斜斜交交涵涵洞洞端端部部N2N2钢钢筋筋数数量量表表 (Lo=4.0m)(0.5m(Lo=4.0m)(0.5m填填土土16、高高Th20.0m)(Th20.0m)(一一)材 料 数 量（两个端部）材 料 数 量（两个端部）材 料 数 量（两个端部）2570.5503.549&25843.71003250.9600.0593224.5503.549&28843.71004078.0600.0592372.940486.747&25817.6963024.345580.0572372.9486.747&25817.6963024.3580.0573585.7537.052&28895.91064590.2640.0634045材 料 数 量（两个端部）两个端部N2钢筋直径(mm)长度(cm)根 数(根)共重(kg)&217、0644.230476.6&25644.230744.7&25685.632845.4&28685.6321060.5&25664.930768.7&25664.930768.7&28727.0341194.9材 料 数 量（两个端部）两个端部N2钢筋直径(mm)长度(cm)根 数(根)共重(kg)&20709.3641119.5&25709.3641749.3&25755.5681979.6&28755.5682483.2&25732.4661862.7&25732.4661862.7&28801.7722790.1材 料 数 量（两个端部）两个端部N2钢筋直径(mm)长度(cm)根 数(根)共重(kg)&20850.71122349.8&25850.71123671.6153045&25907.31204195.5&28907.31205262.8&25879.01163929.2&25879.01163929.2&28963.91285963.6