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1、整整體體式式基基礎(chǔ)礎(chǔ)蓋蓋板板涵涵涵涵臺(tái)臺(tái)尺尺寸寸及及數(shù)數(shù)量量表表 (Lo=4.0m)(Lo=4.0m)計(jì)算跨徑L(m)凈跨徑L0(m)凈空h1(m)填土高Th(m)蓋板尺寸涵臺(tái)尺寸地基容許承 載 力(kPa)底板是否配筋底板上層主筋直徑板長(zhǎng)L1(cm)d1(cm)d2(cm)蓋板坡率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每每延延米米整整體體式式基基礎(chǔ)礎(chǔ)底底板板鋼鋼筋筋數(shù)數(shù)量量表表 (Lo=4.0m)(Lo=4.0m)(=0)=0)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)涵臺(tái)尺5、寸基礎(chǔ)參數(shù) 材 料 數(shù) 量(每延米)C3(cm)Hd(cm)()m(cm)nN1鋼筋N2鋼筋N3鋼筋HRB335鋼筋總計(jì)(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(根)共重(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(根)共重(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(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砼基礎(chǔ)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鋼鋼筋筋數(shù)數(shù)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)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)5基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）()B1(cm)n1兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根數(shù)(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跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)20基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）()B1(cm)n1兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根數(shù)(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跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)35基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）()B1(cm)n1兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根數(shù)(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基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）基礎(chǔ)參數(shù)()B1(cm)n1兩個(gè)端部N2鋼筋()B1(cm)n1共重(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(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基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）基礎(chǔ)參數(shù)()B1(cm)n1兩個(gè)端部N2鋼筋()B1(cm)n1共重(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(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基礎(chǔ)參數(shù)材 料 數(shù) 量（兩個(gè)端部）基礎(chǔ)參數(shù)()B1(cm)n1兩個(gè)端部N2鋼筋()B1(cm)n1共重(kg)直徑(mm)長(zhǎng)度(cm)根數(shù)(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鋼鋼筋筋數(shù)數(shù)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 數(shù) 量（兩個(gè)端部）材 料 數(shù) 量（兩個(gè)端部）材 料 數(shù) 量（兩個(gè)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 數(shù) 量（兩個(gè)端部）兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根 數(shù)(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 數(shù) 量（兩個(gè)端部）兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根 數(shù)(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 數(shù) 量（兩個(gè)端部）兩個(gè)端部N2鋼筋直徑(mm)長(zhǎng)度(cm)根 數(shù)(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