午啪啪夜福利无码亚洲,亚洲欧美suv精品,欧洲尺码日本尺码专线美国,老狼影院成年女人大片

1、每每延延米米正正涵涵長長整整體體式式基基礎礎底底板板工工程程數數量量表表 (Lo=6.0m)(0.5m(Lo=6.0m)(0.5m填填土土高高Th10.0m)Th10.0m)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)涵臺尺寸基礎參數 材 料 數 量(每延米)C3(cm)Hd(cm)()m(cm)nN1鋼筋N2鋼筋N3鋼筋HRB335鋼筋總計(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)6.66.03.00.5Th4.0390150010.038&12100.03934.6&2582、45.010325.6&20200.01049.3409.64.0Th6.039015010.038&12100.03934.6&25845.010325.6&20200.01049.3409.66.0Th8.039015010.038&12100.03934.6&28845.010408.4&20200.01049.3492.48.0Th10.039015010.038&12100.03934.6&28845.011449.3&20200.01049.3533.26.66.04.00.5Th4.0400160010.039&12100.04035.5&25865.010333.3&202003、.01049.3418.24.0Th6.040016010.039&12100.04035.5&25865.010333.3&20200.01049.3418.26.0Th8.040016010.039&12100.04035.5&28865.010418.1&20200.01049.3502.98.0Th10.040016010.039&12100.04035.5&28865.011459.9&20200.01049.3544.86.66.04.50.5Th4.0400170010.039&12100.04035.5&25865.010333.3&20250.01061.7430.54.0T4、h6.040017010.039&12100.04035.5&25865.010333.3&20250.01061.7430.56.0Th8.040017010.039&12100.04035.5&28865.010418.1&20250.01061.7515.38.0Th10.040017010.039&12100.04035.5&28865.011459.9&20250.01061.7557.16.66.05.00.5Th4.0410180010.040&12100.04136.4&25885.010341.0&20250.01061.7439.14.0Th6.041018010.040&5、12100.04136.4&25885.010341.0&20250.01061.7439.16.0Th8.041018010.040&12100.04136.4&28885.010427.8&20250.01061.7525.88.0Th10.041018010.040&12100.04136.4&28885.011470.6&20250.01061.7568.66.66.04.50計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸L1(cm)d1(cm)d2(cm)h1(cm)h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)2.42.02.04.0-421246、20022105060304.06.0-4283120029105060306.08.0-4343720035105060308.010.0-44346200441050603010.012.0-44750200481050603012.014.0-45053200512050703014.016.0-45053200513050803016.018.0-45053200515050100302.42.02.04.0-421242502210506030計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸L1(cm)d1(cm)d2(cm)h1(cm)h2(cm)C1(cm)C7、2(cm)C3(cm)C4(cm)3.63.02.04.0-4263225027105060204.06.0-4354125036105060206.08.0-4445025045105060208.010.0-45056250511050602010.012.0-45561250562050702012.014.0-46066250612050702014.016.0-46066250612050702016.018.0-46066250615050100203.63.02.04.0-4263230027105060204.06.0-4354130036105060206.08.0-44458、030045205070208.010.0-45056300511050602010.012.0-455613005650501002012.014.0-46066300614050902014.016.0-46066300614050902016.018.0-46066300615060110303.63.02.04.0-4263235027107585454.06.0-4354135036106070306.08.0-4445035045106070308.010.0-45056350511060703010.012.0-455613505640601003012.014.0-4606639、506140601003014.016.0-460663506140601003016.018.0-4606635061606012030計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸C30砼基礎底板(m3/m)L1(cm)d1(cm)d2(cm)h1(cm)h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)11.700.33%3.63.02.04.0-42632250271050602011.700.33%4.06.0-43541250361050602011.700.41%6.08.0-44450250451050602011.700.45%12.800.310、1%4.06.065644543004510503602012.800.31%6.08.065655653005610703804012.800.38%8.010.065660703006110904006012.800.42%13.600.29%13.600.29%3.63.013.600.36%13.600.40%14.760.27%6.08.065655653505610703804014.760.27%8.010.065660703506110904006014.760.34%10.012.065665753506610503602014.760.38%C5(cm)Hd(cm)B1(c11、m)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)207020602060207020702080209020902060C5(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(c12、m)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)306030703090301003011030130301403015030603070309030100301103013030140301503060307030803010030110301203013030140C5(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)H13、d(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)306030703090308030803080308030803080B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)H14、d(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)B1(cm)Hd(cm)Hd(cm)每每延延米米正正涵涵長長整整體體式式基基礎礎底底板15、板工工程程數數量量表表 (Lo=6.0m)(10.0m(Lo=6.0m)(10.0m填填土土高高Th20.0m)Th20.0m)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)涵臺尺寸基礎參數 材 料 數 量(每延米)C3(cm)Hd(cm)()m(cm)nN1鋼筋N2鋼筋N3鋼筋N4鋼筋直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)6.66.03.010.0Th12.0390150010.038&12100.03934.6&28845.010408.4&20200.01049.316、&2812.0Th14.039016010.038&12100.03934.6&28845.010408.4&20200.01049.3&2814.0Th16.039016010.038&12100.03934.6&28845.010408.4&20200.01049.3&2816.0Th18.039017010.038&12100.03934.6&28845.010408.4&20200.01049.3&2818.0Th20.039017010.038&12100.03934.6&28845.010408.4&20200.01049.3&286.66.04.010.0Th12.040016017、010.039&12100.04035.5&28865.010418.1&20200.01049.3&2812.0Th14.040017010.039&12100.04035.5&28865.010418.1&20200.01049.3&2814.0Th16.040017010.039&12100.04035.5&28865.010418.1&20200.01049.3&2816.0Th18.040018010.039&12100.04035.5&28865.010418.1&20200.01049.3&2818.0Th20.040018010.039&12100.04035.5&28865.18、010418.1&20200.01049.3&286.66.04.510.0Th12.0400170010.039&12100.04035.5&28865.010418.1&20250.01061.7&2812.0Th14.040018010.039&12100.04035.5&28865.010418.1&20250.01061.7&2814.0Th16.040018010.039&12100.04035.5&28865.010418.1&20250.01061.7&2816.0Th18.040018010.039&12100.04035.5&28865.010418.1&20250.01019、61.7&2818.0Th20.040018010.039&12100.04035.5&28865.010418.1&20250.01061.7&286.66.05.010.0Th12.0410180010.040&12100.04136.4&28885.010427.8&20250.01061.7&2812.0Th14.041018010.040&12100.04136.4&28885.010427.8&20250.01061.7&2814.0Th16.041018010.040&12100.04136.4&28885.010427.8&20250.01061.7&2816.0Th18.0420、1019010.040&12100.04136.4&28885.010427.8&20250.01061.7&2818.0Th20.041019010.040&12100.04136.4&28885.010427.8&20250.01061.7&28計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸L1(cm)d1(cm)d2(cm)h1(cm)2.42.02.04.0-421242004.06.0-428312006.08.0-434372008.010.0-4434620010.012.0-4475020012.014.0-4505320014.016.0-450532021、016.018.0-450532002.42.02.04.0-42124250計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸L1(cm)d1(cm)d2(cm)h1(cm)3.63.02.04.0-426322504.06.0-435412506.08.0-444502508.010.0-4505625010.012.0-4556125012.014.0-4606625014.016.0-4606625016.018.0-460662503.63.02.04.0-426323004.06.0-435413006.08.0-444503008.010.0-45056300122、0.012.0-4556130012.014.0-4606630014.016.0-4606630016.018.0-460663003.63.02.04.0-426323504.06.0-435413506.08.0-444503508.010.0-4505635010.012.0-4556135012.014.0-4606635014.016.0-4606635016.018.0-46066350計算跨徑L(m)凈跨徑L0(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸HRB335鋼筋總計(kg)C30砼基礎底板(m3/m)L1(cm)d1(cm)d2(cm)h1(cm)長度(cm)根 數(根)23、共重(kg)759.04146.7639.111.700.58%10.012.0-45561250759.05183.4675.812.480.58%12.014.0-46066250759.08293.5785.912.480.70%14.016.0-46066250759.09330.2822.613.260.70%16.018.0-46066250759.010366.9859.313.260.73%4.64.02.04.0#REF!3646300779.03113.0615.912.800.51%12.014.0#REF!7080300779.05188.3691.213.600.5524、%14.016.0#REF!7080300779.06225.9728.913.600.59%16.018.0#REF!7080300779.08301.2804.214.400.62%4.64.02.04.0#REF!3646350779.09338.9841.814.400.66%4.06.0#REF!4454350每每延延米米正正涵涵長長整整體體式式基基礎礎底底板板工工程程數數量量表表 (Lo=6.0m)(10.0m(Lo=6.0m)(10.0m填填土土高高Th20.0m)Th20.0m)N4鋼筋3.63.0779.0275.3590.613.600.44%779.04150.6665.25、914.400.48%779.06225.9741.214.400.55%779.08301.2816.514.400.62%779.09338.9854.214.400.66%799.0277.2603.114.760.41%14.016.0#REF!7080350799.03115.9641.714.760.45%16.018.0#REF!7080350799.06231.7757.614.760.55%4.64.02.04.0#REF!3646400799.07270.3796.215.580.56%4.06.0#REF!4454400799.08309.0834.815.580.59%26、6.08.0#REF!55654004.64.0h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)22105060302070291050603020603510506030206044105060302070481050603020705120507030208051305080302090515050100302090227、2105060302060h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)2710506020306036105060203070451050602030905110506020301005620507020301106120507020301306120507020301406150501002030150271050628、020306036105060203070涵臺尺寸涵臺尺寸45205070203090511050602030100565050100203011061405090203013061405090203014061506011030301502710758545306036106070303070451060703030805110607030301005640601003030110614060100303012061406010030301306160601203030140h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm29、)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)5620507020301106120507020301306120507020301406150501002030150371050#REF!203080711050#REF!203080711070#REF!403080711090#REF!603080371050#REF!203080451050#REF!203080涵臺尺寸711070#REF!403080711090#REF!6030、3080371090#REF!603080451080#REF!503080561080#REF!503080B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm31、)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)B1(cm)Hd(cm)Hd(cm)Hd(cm32、)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)Hd(cm)斜斜交交涵涵洞洞端端部部N2N2鋼鋼筋筋數數量量表表 (Lo=6.0m)(0.5m(Lo=6.0m)(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)涵頂填土高Th(m)51015基礎參數材 料 數 量（兩個端部）基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm)n1兩個端部N2鋼筋()B1(cm)n1兩個端部N2鋼筋()B1(cm)直徑(mm)長度(cm)根 數(根)共重(kg)直徑(mm)長度(33、cm)根數(根)共重(kg)6.66.03.00.5Th6.0568.25&25847.912392.110137.512&25856.826858.415209.06.0Th20.068.25&28847.912491.8137.512&28856.8261076.8209.06.66.04.00.5Th6.0570.05&25868.012401.410141.113&25877.128946.315214.46.0Th20.070.05&28868.012503.5141.113&28877.1281187.1214.46.66.04.50.5Th6.0570.05&25868.012434、01.410141.113&25877.128946.315214.46.0Th20.070.05&28868.012503.5141.113&28877.1281187.1214.46.66.05.00.5Th6.0571.76&25888.114479.110144.613&25897.428968.315219.76.0Th20.071.76&28888.114601.0144.613&28897.4281214.6219.7跨徑L(m)凈跨徑L0(m)凈空H0(m)涵頂填土高Th(m)202530基礎參數材 料 數 量（兩個端部）基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm35、)n1兩個端部N2鋼筋()B1(cm)n1兩個端部N2鋼筋()B1(cm)直徑(mm)長度(cm)根 數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)6.66.03.00.5Th6.020283.927&25894.1561929.425363.735&25924.1722563.830450.36.0Th20.0283.927&28894.1562420.2363.735&28924.1723216.0450.36.66.04.00.5Th6.020291.228&25915.4582045.825373.036&25946.2742697.930461.96.0Th20.36、0291.228&28915.4582566.3373.036&28946.2743384.3461.96.66.04.50.5Th6.020291.228&25915.4582045.825373.036&25946.2742697.930461.96.0Th20.0291.228&28915.4582566.3373.036&28946.2743384.3461.96.66.05.00.5Th6.020298.528&25936.7582093.425382.437&25968.2762835.530473.46.0Th20.0298.528&28936.7582626.0382.437&37、28968.2763556.8473.4跨徑L(m)凈跨徑L0(m)凈空H0(m)涵頂填土高Th(m)354045基礎參數材 料 數 量（兩個端部）基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm)n1兩個端部N2鋼筋()B1(cm)n1兩個端部N2鋼筋()B1(cm)直徑(mm)長度(cm)根 數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)6.66.03.00.5Th6.035546.253&251013.91084219.440654.564&251078.61305403.345780.06.0Th20.0546.253&281013.91085292.96538、4.564&281078.61306777.9780.06.66.04.00.5Th6.035560.255&251038.31124481.140671.366&251104.71345704.445800.06.0Th20.0560.255&281038.31125621.1671.366&281104.71347155.5800.06.66.04.50.5Th6.035560.255&251038.31124481.140671.366&251104.71345704.445800.06.0Th20.0560.255&281038.31125621.1671.366&281104.71339、47155.5800.06.66.05.00.5Th6.035574.256&251062.71144668.440688.167&251130.91365926.345820.06.0Th20.0574.256&281062.71145856.0688.167&281130.91367434.0820.0跨徑L(m)凈跨徑L0(m)凈空H0(m)涵頂填土高Th(m)材 料 數 量（兩個端部）n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)19&25872.0401344.019&28872.0401686.020&25892.7421444.720&28892.7421840、12.320&25892.7421444.720&28892.7421812.320&25913.4421478.320&28913.4421854.3材 料 數 量（兩個端部）n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)44&25963.3903340.944&28963.3904190.845&25986.4923497.045&28986.4924386.745&25986.4923497.045&28986.4924386.746&251009.5943656.746&281009.5944587.0斜斜交交涵涵洞洞端端部部N2N2鋼鋼筋筋數數量量表表 (Lo=41、6.0m)(0.5m(Lo=6.0m)(0.5m填填土土高高Th20.0m)(Th20.0m)(一一)15基礎參數30基礎參數45材 料 數 量（兩個端部）n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)77&251161.91566984.377&281161.91568761.179&251190.21607337.879&281190.21609204.579&251190.21607337.879&281190.21609204.581&251218.41647700.081&281218.41649658.8基礎參數整整體體式式基基礎礎蓋蓋板板涵涵涵涵臺臺尺尺寸寸42、及及數數量量表表 (Lo=6.0m)(Lo=6.0m)計算跨徑L(m)凈跨徑L0(m)凈空h1(m)涵頂填土高Th(m)蓋板尺寸涵臺尺寸地基容許承 載 力(kPa)底板是否配筋底板上層主筋直徑板長L1(cm)d1(cm)d2(cm)蓋板坡率h1(cm)h2(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)6.66.03.00.5Th4.065660600.003006120703904030150150是254.0Th6.065680800.003008120703904030150150是256.0Th8.065680800.00300812070390403043、150150是288.0Th10.0656901000.033009120703904030150150是2810.0Th12.0656901000.033009120703904030150200是2812.0Th14.06561101200.0330011120703904030160250是2814.0Th16.06561101200.0330011120703904030160350是2816.0Th18.06561201300.0330012120703904030170400是2818.0Th20.06561201300.0330012120703904030170450是286.44、66.04.00.5Th4.065660600.004006120804005030160150是254.0Th6.065680800.004008120804005030160150是256.0Th8.065680800.004008120804005030160150是288.0Th10.0656901000.034009120804005030160150是2810.0Th12.0656901000.034009120804005030160250是2812.0Th14.06561101200.0340011120804005030170300是2814.0Th16.065611012045、0.0340011120804005030170350是2816.0Th18.06561201300.0340012120804005030180420是2818.0Th20.06561201300.0340012120804005030180470是286.66.04.50.5Th4.065660600.004506120804005030170150是254.0Th6.065680800.004508120804005030170150是256.0Th8.065680800.004508120804005030170150是288.0Th10.0656901000.03450912080446、005030170200是2810.0Th12.0656901000.034509120804005030170250是2812.0Th14.06561101200.0345011120804005030180300是2814.0Th16.06561101200.0345011120804005030180380是2816.0Th18.06561201300.0345012120804005030180450是2818.0Th20.06561201300.0345012120804005030180480是286.66.05.00.5Th4.065660600.005006120904106047、30180150是254.0Th6.065680800.005008120904106030180150是256.0Th8.065680800.005008120904106030180150是288.0Th10.0656901000.035009120904106030180200是2810.0Th12.0656901000.035009120904106030180250是2812.0Th14.06561101200.0350011120904106030180300是2814.0Th16.06561101200.0350011120904106030180400是2816.0Th18.06561201300.0350012120904106030190450是2818.0Th20.06561201300.0350012120904106030190500是28