1、截面适用情况分类表跨径L0（m）涵洞填土高Th（m）截面2、4、60.5Th12.0A-A（1）B-B（1）12.0Th20.0A-A（2）B-B（2）分分离离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=2.0m)(Lo=2.0m)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)盖 板 尺 寸涵 台 尺 寸 地基容许承 载 力(kPa)材 料 数 量板长L1(cm)d1(cm)d2(cm)h1(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)C6(cm)C30砼涵台(m3/m)C30砼基础(m3/m)C20砼缘石(m3/个)C20、MU30片石2、砼/C20砼涵底铺砌(m3/m)C30砼支撑梁(m3/个)2.42.02.00.5Th2.0236(240)25252640501303020601802.561.560.25/cos0.800.322.0Th4.0236(240)25252640501303020602402.561.560.25/cos4.0Th6.0236(240)35353640501303020603302.621.560.25/cos6.0Th8.0236(240)35353650501503020603902.621.800.25/cos分分离离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=4.3、0m)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)盖 板 尺 寸涵 台 尺 寸 地基容许承 载 力(kPa)材 料 数 量板长L1(cm)d1(cm)d2(cm)h1(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)C6(cm)C30砼涵台(m3/m)C30砼基础(m3/m)C20砼缘石(m3/个)C20、MU30片石砼/C20砼涵底铺砌(m3/m)C30砼支撑梁(m3/个)4.64.03.00.5Th2.0456(460)454546507017040301002505.133.400.44/cos1.600.642.0Th4.0456(460)45454664、07019040301003005.133.800.44/cos4.0Th6.0456(460)555556807023040301003705.214.600.44/cos6.0Th8.0456(460)555556807023040301004505.214.600.44/cos4.64.04.00.5Th2.0456(460)454546509019060301002608.473.800.47/cos1.600.642.0Th4.0456(460)454546609021060301003208.474.200.47/cos4.0Th6.0456(460)5555568090250605、301003608.595.000.47/cos6.0Th8.0456(460)555556809025060301004508.595.000.47/cos分分离离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=6.0m)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)盖 板 尺 寸涵 台 尺 寸 地基容许承 载 力(kPa)材 料 数 量板长L1(cm)d1(cm)d2(cm)h1(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)C6(cm)C30砼涵台(m3/m)C30砼基础(m3/m)C20砼缘石(m3/个)C20、MU30片石砼/C20砼涵6、底铺砌(m3/m)C30砼支撑梁(m3/个)6.66.03.00.5Th2.0656(660)606061807023040301002405.254.600.60/cos2.400.962.0Th4.0656(660)606061807023040301003205.254.600.60/cos4.0Th6.0656(660)808081807023040301004505.414.600.60/cos6.66.04.00.5Th2.0656(660)606061808024050301002507.654.800.62/cos2.400.962.0Th4.0656(660)606061807、8024050301003407.654.800.62/cos4.0Th6.0656(660)808081808024050301004607.854.800.62/cos6.66.04.50.5Th2.0656(660)606061809025060301002609.555.000.63/cos2.400.962.0Th4.0656(660)606061809025060301003509.555.000.63/cos4.0Th6.0656(660)808081809025060301004809.795.000.63/cos6.66.05.00.5Th2.0656(660)60606188、0100260703010027011.655.200.65/cos2.400.962.0Th4.0656(660)60606180100260703010037011.655.200.65/cos4.0Th6.0656(660)80808180100260703010049011.935.200.65/cos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)跨径L(m)净跨径L0(m)净空H0(m)填土高Th(m)盖板尺寸涵台尺寸地基容许承载 力(kPa)材 料 数 量板长L1(cm)d1(cm)d2(cm)h1(cm)C1(cm)C2(cm)C3(cm)C49、(cm)C5(cm)Hd(cm)C30砼涵台(m3/m)C30砼基础(m3/m)C20砼缘石(m3/个)4.64.03.00.5Th2.0456(460)454546206028030301101004.006.160.42/cos2.0Th4.0456(460)454546206028030301101004.006.160.42/cos4.0Th6.0456(460)555556206028030301101204.066.160.42/cos6.0Th8.0456(460)555556206028030301201204.066.720.42/cos8.0Th10.0456(460)7010、7771206028030301201404.156.720.42/cos10.0Th12.0456(460)707771206028030301201504.156.720.42/cos12.0Th14.0456(460)808781406030030301202004.217.200.42/cos14.0Th16.0456(460)808781406030030301402004.218.400.42/cos16.0Th18.0456(460)909791406030030301402004.278.400.42/cos18.0Th20.0456(460)9097914060300303011、1402504.278.400.42/cos4.64.04.00.5Th2.0456(460)454546207029040301301006.097.540.44/cos2.0Th4.0456(460)454546207029040301301006.097.540.44/cos4.0Th6.0456(460)555556207029040301301206.177.540.44/cos6.0Th8.0456(460)555556207029040301401206.178.120.44/cos8.0Th10.0456(460)707771207029040301401406.298.12012、.44/cos10.0Th12.0456(460)707771207029040301401506.298.120.44/cos12.0Th14.0456(460)808781207029040301402006.378.120.44/cos14.0Th16.0456(460)808781207029040301502006.378.700.44/cos16.0Th18.0456(460)909791507032040301502006.459.600.44/cos18.0Th20.0456(460)909791507032040301502506.459.600.44/cos一一块块预预制制13、正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=6.0m)(0.5m(Lo=6.0m)(0.5m填填土土高高T Th h8.0m)8.0m)跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)盖板厚(N1/N2/N3)钢筋d1(cm)d2(cm)编号X(cm)Y(cm)间距p(cm)直径(mm)6.66.06560.5mTh2.0m60601645.039.010.8&282459.560.4-&283519.560.4-&286562.0mTh4.0m60601645.039.09.6&282459.560.4-&283519.560.4-&286564.0mTh6.0m8080114、645.049.09.6&282419.688.7-&283479.688.7-&286566.0mTh8.0m80801645.049.08.6&282419.688.7-&283479.688.7-&28一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=6.0m)(8.0m(Lo=6.0m)(8.0m填填土土高高Th20.0m)Th20.0m)跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)盖板厚(N1/N2/N3)钢筋d1(cm)d2(cm)编号X(cm)Y(cm)间距p(cm)直径(mm)6.66.06568.0mTh10.0m901001645.054.015、9.6&282402.6100.7-&283458.0103.9-&2865610.0mTh12.0m901001645.054.09.6&282402.6100.7-&283458.0103.9-&2865612.0mTh14.0m1101201645.064.39.6&282361.6129.7-&283417.1132.9-&2865614.0mTh16.0m1101201645.064.38.6&282361.6129.7-&283417.1132.9-&28跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)65616.0mTh18.0m1201301645.069.08.616、&282342.6143.2-&283398.1146.4-&2865618.0mTh20.0m1201301645.069.07.8&282342.6143.2-&283398.1146.4-&28(N4)钢筋(N5)钢筋一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=6.0m)(0.5m(Lo=6.0m)(0.5m填填土土高高T Th h8.0m)8.0m)(N1/N2/N3)钢筋长度(cm)下排根数m上排根数n重量(kg)备注X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)X(cm)723.19-314.6双排 645.039.0&10723.1940.1917、0.8630.4-00.0710.4-268.7723.110-349.5双排 645.039.0&10723.11044.690.8630.4-391.4710.4-3103.0743.110-359.2双排 645.049.0&10743.11045.890.8647.0-4125.1727.0-4140.6743.111-395.1双排 645.049.0&10743.11150.490.8647.0-5156.4727.0-6210.8(N4)钢筋(N5/N5)钢筋长度(cm)下两排根数m最上排根数n重量(kg)备注X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)X(cm)18、753.110-364.0三排 322.654.0&10753.41046.490.8654.0-5158.1735.910-355.7753.110-364.0三排 322.654.0&10753.41046.490.8654.0-8252.9735.910-355.7773.510-373.9三排 322.664.3&10773.81047.771.2671.0-9291.9752.910-363.9773.511-411.3三排 322.664.3&10773.81152.573.1671.0-10324.3752.911-400.3一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表19、表 (Lo=6.0m)(8.0m(Lo=6.0m)(8.0m填填土土高高Th20.0m)Th20.0m)(N1/N2/N3)钢筋783.111-416.4三排 322.669.0&10783.41153.173.4678.9-11361.0760.811-404.5783.112-454.2三排 322.669.0&10783.41258.067.1678.9-12393.8760.812-441.3HRB335钢筋总计(kg)C35砼盖板(m3)一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=6.0m)(0.5m(Lo=6.0m)(0.5m填填土土高高T Th h8.0m)20、8.0m)(N5)钢筋Y(cm)直径(mm)长度(cm)根数重量(kg)备注51.6&12312.858161.1双肢584.43.90149.98151.6&12312.858161.1双肢749.63.90192.36771.6&12352.858181.7双肢852.35.20164.04671.6&12352.858181.7双肢994.45.20191.387HRB335钢筋总计(kg)C35砼盖板(m3)Y(cm)直径(mm)长度(cm)根数重量(kg)备注均86.5&12均382.658197.0双肢1121.36.16181.891均86.5&12均382.658197.0双肢21、1216.16.16197.276均106.5&10均383.5 116274.2四肢1351.67.46181.105均106.5&10均387.3 116277.0四肢1465.47.46196.341一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=6.0m)(8.0m(Lo=6.0m)(8.0m填填土土高高Th20.0m)Th20.0m)(N5/N5)钢筋HRB335钢筋总计(kg)C35砼盖板(m3)均116.5&12均407.7 116419.9四肢1654.98.11203.982均116.5&12均395.2 116407.0四肢1754.38.11216.2322、2配筋率1.14%1.66%1.40%1.71%1.56%1.74%1.51%1.66%1.58%1.72%一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=4.0m)(8.0m(Lo=4.0m)(8.0m填填土土高高Th20.0m)Th20.0m)跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)盖板厚(N1/N2/N3)钢筋d1(cm)d2(cm)编号X(cm)Y(cm)间距p(cm)4.64.04568.0mTh10.0m70771445.044.09.62236.276.9-3298.075.7-45610.0mTh12.0m70771445.044.09.623、2236.276.9-3298.075.7-45612.0mTh14.0m80871445.049.39.62215.391.7-3277.190.4-45614.0mTh16.0m80871445.049.38.62215.391.7-3277.190.4-45616.0mTh18.0m90971445.054.08.62196.2105.2-3258.0103.9-45618.0mTh20.0m90971445.054.07.82196.2105.2-3258.0103.9-(N4)钢筋直径(mm)长度(cm)下排根数m上排根数n重量(kg)备注X(cm)Y(cm)直径(mm)长度(cm)24、根数&28533.110-257.7双排222.644.0&10533.310&28440.1-363.8&28519.3-4100.4&28533.110-257.7双排222.644.0&10533.310&28440.1-485.1&28519.3-5125.5&28543.510-262.7双排222.649.3&10543.710&28448.7-486.8&28528.0-5127.6&28543.511-289.0双排222.649.3&10543.711&28448.7-5108.5&28528.0-5127.6&28553.111-294.1双排222.654.0&1055325、.311&28456.7-5110.4&28535.9-6155.4&28553.112-320.8双排222.654.0&10553.312&28456.7-6132.4&28535.9-6155.4一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=4.0m)(8.0m(Lo=4.0m)(8.0m填填土土高高Th20.0m)Th20.0m)(N1/N2/N3)钢筋(N5/N5)钢筋HRB335钢筋总计(kg)C35砼盖板(m3)重量(kg)X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)备注32.990.8均65.0&12339.640120.6双肢575.43.26、3132.990.8均65.0&12339.640120.6双肢621.83.3133.571.2均75.0&10320.580158.1四肢668.73.7736.973.1均75.0&10324.380159.9四肢721.93.7737.573.4均85.0&12344.780244.9四肢842.24.2240.967.1均85.0&12332.280236.0四肢885.64.22一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=4.0m)(8.0m(Lo=4.0m)(8.0m填填土土高高Th20.0m)Th20.0m)173.597187.589177.55919127、.686199.705209.979一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=2.0m)(0.5m(Lo=2.0m)(0.5m填填土土高高Th20.0m)Th20.0m)跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)盖板厚(N1)钢筋(N2)钢筋(N3/N3)钢筋HRB335钢筋总计(kg)C35砼盖板(m3)d1(cm)d2(cm)X(cm)Y(cm)间距p(cm)直径(mm)长度(cm)下排根数m上排根数n重量(kg)备注X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)备注2.4228、.02360.5mTh2.0m2525225.013.512.3&20252.08049.7单排225.010.0&10245.069.190.816.6&12242.82145.3双肢104.10.582362.0mTh4.0m2525225.013.512.3&20252.08262.1双排225.010.0&10245.069.190.816.6&12242.82145.3双肢116.50.582364.0mTh6.0m3535225.023.510.8&20272.09273.8双排225.010.0&10245.069.190.826.6&12262.82149.0双肢131.80.29、822366.0mTh8.0m3535225.023.59.6&20272.010387.2双排225.010.0&10245.069.190.826.6&12262.82149.0双肢145.30.822368.0mTh10.0m4044225.028.59.6&20282.010497.4双排112.610.0&10245.169.190.8均33.4&12276.32151.5双肢158.00.9823610.0mTh12.0m4044225.028.59.6&20282.0105104.3双排112.610.0&10245.169.190.8均33.4&12276.32151.5双肢130、64.90.9823612.0mTh14.0m4549225.033.89.6&22292.7103113.5双排112.610.0&10245.169.170.6均38.4&10245.94263.7四肢186.31.0923614.0mTh16.0m4549225.033.89.6&22292.7104122.3双排112.610.0&10245.169.170.6均38.4&10245.94263.7四肢195.01.0923616.0mTh18.0m5054225.038.49.6&22301.8104126.1双排112.610.0&10245.169.170.8均43.4&122531、6.34295.6四肢230.71.2123618.0mTh20.0m5054225.038.49.6&22301.8105135.1双排112.610.0&10245.169.170.8均43.4&12256.34295.6四肢239.71.21一一块块预预制制正正交交盖盖板板尺尺寸寸及及数数量量表表 (Lo=4.0m)(0.5m(Lo=4.0m)(0.5m填填土土高高Th8.0m)Th8.0m)跨径L(m)净跨径L0(m)板长L1(cm)填土高Th(m)盖板厚(N1)钢筋(N2)钢筋(N3)钢筋HRB335钢筋总计(kg)C35砼盖板(m3)d1(cm)d2(cm)X(cm)Y(cm)间距32、p(cm)直径(mm)长度(cm)下排根数m上排根数n重量(kg)备注X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)X(cm)Y(cm)直径(mm)长度(cm)根数重量(kg)备注4.64.04560.5mTh2.0m4545445.033.210.8&25511.490177.4单排445.010.0&10465.0617.290.836.6&12282.840100.4双肢295.02.034562.0mTh4.0m4545445.033.29.6&25511.4103256.2双排445.010.0&10465.0617.290.836.6&12282.840100.4双肢33、373.82.034564.0mTh6.0m5555445.043.19.6&28531.1103333.7双排445.010.0&10465.0617.290.846.6&12302.840107.5双肢458.52.484566.0mTh8.0m5555445.043.19.6&28531.1106410.8双排445.010.0&10465.0617.290.846.6&12302.840107.5双肢535.52.48178.1382096129.699(25.6)199.4186246142.349(25.9)161.2367177165.444(33.6)177.64333918134、.941(36.7)161.8533595205.314(47.4)168.9797951212.368(47.5)170.4646568224.837(38.6)178.4574434233.663(38.7)190.7415937241.277(10.6)198.1864377250.401(10.7)145.2140974366.814(71.8)162.098177.205184.0185612452.672(78.8)184.6519469561.628(103.2)200.915218.682215.6708748639.226(103.7)199.897221.987228.673252.658