盖梁柱式墩计算书

盖梁柱式墩计算书

计算资料编制依据《公路桥涵设计通用规范》（JTGD60—2015）《公路钢筋混凝土及预应力混凝土桥涵设计规范》（JTG3362-2018）《公路桥涵地基与基础设计规范》（JTG3363—2019）《公路设计手册—墩台和基础》《桥梁墩台与基础工程》结构信息几何尺寸计算参数盖梁类型钢筋混凝土盖梁盖梁与墩柱线刚度比8.163计算墩柱材料类型C40计算墩柱材料容重(24计算墩柱体积(93.53计算墩柱重(kN)2244.69基础类型桩柱基础计算长度(m)23.5盖梁柱式墩水平抗推刚度(kN/m)1.7e4荷载信息上部结构永久作用上部结构恒载支座号竖向力11556.421556.431556.441556.451556.461556.471556.481556.491556.4101556.4111556.4121556.4可变作用可变作用信息活载加载方式横向分布影响面汽车等级城-A级车道数3汽车冲击系数0.2人群集度(kN/3人行道总宽(m)6制动力(kN)70-70制动力作用标高(m)16.063温度力(kN)70-70温度力作用标高(m)16.063摩阻力(kN)70-70摩阻力作用标高(m)16.063整体升降温+20，-20盖梁计算持久状况承载能力极限状态基本组合验算正截面承载力验算正截面承载力验算表截面坐标x(m)最值类型设计弯矩M(kN∙m)截面抗力MR(kN∙m)抗力是否满足受压区高度x(m)受压区高度是否满足0.00最大弯矩00是0是最小弯矩00是0是0.29最大弯矩-1.69-3234.3是5.322e-2是最小弯矩-2.03-3234.3是5.322e-2是1.06最大弯矩-35.79-5087.45是5.322e-2是最小弯矩-42.94-5087.45是5.322e-2是1.18最大弯矩-253.42-5372.55是5.322e-2是最小弯矩-304.1-5372.55是5.322e-2是1.65最大弯矩-1133.34-5372.55是5.322e-2是最小弯矩-1360-5372.55是5.322e-2是2.53最大弯矩-2823.26-1.41e4是0.176是最小弯矩-3498.55-1.54e4是0.176是3.41最大弯矩-511.31-4988.4是5.322e-2是最小弯矩-1151.17-4988.4是5.322e-2是3.70最大弯矩300.674986是5.469e-2是最小弯矩-439.24-4988.4是5.322e-2是4.15最大弯矩746.014986是5.469e-2是最小弯矩-144.93-4988.4是5.322e-2是4.95最大弯矩1456.459765.76是8.906e-2是最小弯矩297.629765.76是8.906e-2是5.76最大弯矩2156.781.41e4是0.177是最小弯矩663.861.41e4是0.177是6.35最大弯矩2616.519765.76是8.906e-2是最小弯矩902.719765.76是8.906e-2是7.38最大弯矩800.154986是5.469e-2是最小弯矩-192.03-4988.4是5.322e-2是8.11最大弯矩-340.38-4988.4是5.322e-2是最小弯矩-1165.06-4988.4是5.322e-2是9.00最大弯矩-1504.16-1.41e4是0.176是最小弯矩-2627.4-1.41e4是0.176是9.88最大弯矩-338.27-4988.4是5.322e-2是最小弯矩-1152.9-4988.4是5.322e-2是10.61最大弯矩466.314986是5.469e-2是最小弯矩-102.9-4988.4是5.322e-2是11.64最大弯矩2584.279765.76是8.906e-2是最小弯矩963.699765.76是8.906e-2是12.23最大弯矩2131.541.41e4是0.177是最小弯矩711.161.41e4是0.177是13.04最大弯矩1448.229765.76是8.906e-2是最小弯矩325.989765.76是8.906e-2是13.85最大弯矩725.34986是5.469e-2是最小弯矩-129.05-4988.4是5.322e-2是14.29最大弯矩337.414986是5.469e-2是最小弯矩-415.05-4988.4是5.322e-2是14.58最大弯矩-439.62-4988.4是5.322e-2是最小弯矩-1120.71-4988.4是5.322e-2是15.46最大弯矩-2820.27-1.41e4是0.176是最小弯矩-3804.01-1.54e4是0.176是16.35最大弯矩-1132.14-5372.55是5.322e-2是最小弯矩-1494.88-5372.55是5.322e-2是16.82最大弯矩-253.18-5372.55是5.322e-2是最小弯矩-331.07-5372.55是5.322e-2是16.93最大弯矩-35.79-5087.45是5.322e-2是最小弯矩-42.94-5087.45是5.322e-2是17.70最大弯矩-1.69-3234.3是5.322e-2是最小弯矩-2.03-3234.3是5.322e-2是18.00最大弯矩00是0是最小弯矩00是0是撑系杆体系计算示意图撑系杆体系承载力验算表参数名称左悬臂根部最大负弯矩(kN∙m)-1787.71最外排支座距根部距离(m)0.84换算等效最外排支座反力(kN)1750.33盖梁有效高度h0(m1.431撑杆压力线在盖梁底面的作用点距柱边缘距离a(m)0.23外边梁外侧支座中心线距柱边缘的距离xi0.84撑杆—系杆夹角θ60.12撑杆压力设计值D3172.05系杆拉力设计值T1580.38边支座横桥向宽度0.25系杆钢筋中心距盖梁顶面距离s(m)8.34e-2撑杆计算高度t(m)0.333盖梁宽度2撑杆抗压承载力(kN)1.41e4系杆抗拉承载力(kN)7127.49撑杆抗压强度是否满足是系杆抗拉强度是否满足是撑系杆体系承载力验算表参数名称右悬臂根部最大负弯矩(kN∙m)-1956.7最外排支座距根部距离(m)0.84换算等效最外排支座反力(kN)2010.31盖梁有效高度h0(m1.431撑杆压力线在盖梁底面的作用点距柱边缘距离a(m)0.23外边梁外侧支座中心线距柱边缘的距离xi0.84撑杆—系杆夹角θ60.12撑杆压力设计值D3471.9系杆拉力设计值T1729.77边支座横桥向宽度0.25系杆钢筋中心距盖梁顶面距离s(m)8.34e-2撑杆计算高度t(m)0.333盖梁宽度2撑杆抗压承载力(kN)1.41e4系杆抗拉承载力(kN)7127.49撑杆抗压强度是否满足是系杆抗拉强度是否满足是斜截面抗剪承载力验算斜截面抗剪承载力计算参数表截面坐标x(m)最值类型计算跨径l(m)异号弯矩影响系数α斜截面投影长度C(m)配箍率ρ(%)有效高度h主筋配筋百分率P承载力计算理论0.00最大剪力4.200000梁抗剪最小剪力4.200000梁抗剪0.29最大剪力4.20.93.78e-20.3080.8450.519梁抗剪最小剪力4.20.93.78e-20.3080.8450.519梁抗剪1.06最大剪力4.20.91.4650.8481.3650梁抗剪最小剪力4.20.91.4650.8481.3650梁抗剪1.18最大剪力4.20.96.18e-20.3081.4450.318梁抗剪最小剪力4.20.96.18e-20.3081.4450.318梁抗剪1.65最大剪力4.20.90.3090.3081.4450.318梁抗剪最小剪力4.20.90.3090.3081.4450.318梁抗剪2.53最大剪力6.80.900.3081.4170.971盖梁抗剪最小剪力4.20.90.7280.3081.4170.318梁抗剪3.41最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪3.70最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.8100.3081.4450.318盖梁抗剪4.15最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.8100.3081.4450.318盖梁抗剪4.95最大剪力6.8100.3081.4310.641盖梁抗剪最小剪力6.8100.3081.4310.641盖梁抗剪5.76最大剪力6.8100.3081.4170.971盖梁抗剪最小剪力6.8100.3081.4170.971盖梁抗剪6.35最大剪力6.8100.3081.4310.641盖梁抗剪最小剪力6.8100.3081.4310.641盖梁抗剪7.38最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.8100.3081.4450.318盖梁抗剪8.11最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪9.00最大剪力6.80.900.3081.4170.971盖梁抗剪最小剪力6.80.900.3081.4170.971盖梁抗剪9.88最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪10.61最大剪力6.8100.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪11.64最大剪力6.8100.3081.4310.641盖梁抗剪最小剪力6.8100.3081.4310.641盖梁抗剪12.23最大剪力6.8100.3081.4170.971盖梁抗剪最小剪力6.8100.3081.4170.971盖梁抗剪13.04最大剪力6.8100.3081.4310.641盖梁抗剪最小剪力6.8100.3081.4310.641盖梁抗剪13.85最大剪力6.8100.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪14.29最大剪力6.8100.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪14.58最大剪力6.80.900.3081.4450.318盖梁抗剪最小剪力6.80.900.3081.4450.318盖梁抗剪15.46最大剪力4.20.90.6670.3081.4170.318梁抗剪最小剪力6.80.900.3081.4170.971盖梁抗剪16.35最大剪力4.20.90.3090.3081.4450.318梁抗剪最小剪力4.20.90.3090.3081.4450.318梁抗剪16.82最大剪力4.20.96.18e-20.3081.4450.318梁抗剪最小剪力4.20.96.18e-20.3081.4450.318梁抗剪16.93最大剪力4.20.91.4650.3081.3650梁抗剪最小剪力4.20.91.4650.3081.3650梁抗剪17.70最大剪力4.20.93.78e-20.3080.8450.519梁抗剪最小剪力4.20.93.78e-20.3080.8450.519梁抗剪18.00最大剪力4.200000梁抗剪最小剪力4.200000梁抗剪斜截面抗剪承载力验算表(一般梁)截面坐标x(m)最值类型承压端设计剪力(kN)截面抗剪承载力V砼与箍筋抗剪承载力V抗剪承载力是否满足V是否满足0.00最大剪力000是是最小剪力000是是0.29最大剪力-28.59-3259.58-3248.14是是最小剪力-34.31-3261.86-3248.14是是1.06最大剪力-2171.46-8635.69-7767.1是是最小剪力-2605.75-8809.4-7767.1是是1.18最大剪力-2181.21-6042.04-5169.56是是最小剪力-2617.46-6216.54-5169.56是是1.65最大剪力-2218.39-6056.91-5169.56是是最小剪力-2662.06-6234.38-5169.56是是16.35最大剪力2931.816342.285169.56是是最小剪力22166055.955169.56是是16.82最大剪力2887.216324.445169.56是是最小剪力2178.836041.095169.56是是16.93最大剪力2875.55833.944683.74是是最小剪力2169.075551.374683.74是是17.70最大剪力34.313248.143248.14是是最小剪力28.593248.143248.14是是18.00最大剪力000是是最小剪力000是是斜截面抗剪承载力验算表(盖梁)截面坐标x(m)最值类型设计剪力(kN)截面抗剪承载力是否满足2.53最大剪力3638.986466.42是最小剪力-2745.7-6172.81是3.41最大剪力3555.346067.05是最小剪力2322.926067.05是3.70最大剪力3527.466067.05是最小剪力2299.696741.16是4.15最大剪力1121.316067.05是最小剪力613.236741.16是4.95最大剪力1044.646968.93是最小剪力549.356968.93是5.76最大剪力967.977184.91是最小剪力485.467184.91是6.35最大剪力-1107.89-6968.93是最小剪力-1987.05-6968.93是7.38最大剪力-1189.2-6067.05是最小剪力-2084.62-6741.16是8.11最大剪力-1247.28-6067.05是最小剪力-2154.32-6067.05是9.00最大剪力2351.766466.42是最小剪力-2237.96-6466.42是9.88最大剪力2268.136067.05是最小剪力1236.786067.05是10.61最大剪力2198.436741.16是最小剪力1178.76067.05是11.64最大剪力2100.866968.93是最小剪力1097.396968.93是12.23最大剪力-503.31-7184.91是最小剪力-838.18-7184.91是13.04最大剪力-567.2-6968.93是最小剪力-914.85-6968.93是13.85最大剪力-631.08-6741.16是最小剪力-991.52-6067.05是14.29最大剪力-2340.97-6741.16是最小剪力-3852.01-6067.05是14.58最大剪力-2364.2-6067.05是最小剪力-3879.89-6067.05是15.46最大剪力3015.456280.71是最小剪力-3963.52-6466.42是剪扭构件截面抗剪扭承载力验算盖梁截面抗剪扭承载力验算表截面坐标x(m)最值类型设计剪力(kN)截面抗剪承载力(kN)抗剪是否满足设计扭矩(kN∙m))抗扭承载力(kN∙m))抗扭是否满足0.00最大剪力00是00是最小剪力00是00是最大扭矩00是00是最小扭矩00是00是0.29最大剪力-28.59-3248.14是1e-61406.66是最小剪力-34.31-3248.14是1e-61406.66是最大扭矩-34.31-3248.14是1e-61406.66是最小扭矩-34.31-3248.14是1e-61406.66是1.06最大剪力-2171.46-4913.51是1e-62345.86是最小剪力-2605.75-4913.51是1e-62345.86是最大扭矩-2605.75-4913.51是1e-62345.86是最小扭矩-2605.75-4913.51是1e-62345.86是1.18最大剪力-2181.21-5169.56是1e-62496.08是最小剪力-2617.46-5169.56是1e-62496.08是最大扭矩-2617.46-5169.56是1e-62496.08是最小扭矩-2617.46-5169.56是1e-62496.08是1.65最大剪力-2218.39-5169.56是1e-62496.08是最小剪力-2662.06-5169.56是1e-62496.08是最大扭矩-2662.06-5169.56是1e-62496.08是最小扭矩-2662.06-5169.56是1e-62496.08是2.53最大剪力3638.985509.85是346.932496.08是最小剪力-2745.7-5509.85是1e-62496.08是最大扭矩3476.95509.85是444.782496.08是最小扭矩2896.795509.85是-434.96-2496.08是3.41最大剪力3555.345169.56是346.932496.08是最小剪力2322.925169.56是-107.05-2496.08是最大扭矩3393.265169.56是444.782496.08是最小扭矩2813.155169.56是-434.96-2496.08是3.70最大剪力3527.465169.56是346.932496.08是最小剪力2299.695743.95是-107.05-2496.08是最大扭矩3365.385169.56是444.782496.08是最小扭矩2785.275743.95是-434.96-2496.08是4.15最大剪力1121.315000.54是2672677.34是最小剪力613.235743.95是-82.38-2496.08是最大扭矩1047.874971.78是2672708.18是最小扭矩761.525382.5是-261.1-2844.95是4.95最大剪力1044.645713.86是2672705.37是最小剪力549.355938.02是-82.38-2496.08是最大扭矩971.25678.07是2672738.78是最小扭矩684.865516.65是-261.1-2889.49是5.76最大剪力967.975857.09是2672736.02是最小剪力485.466094.66是-82.38-2520.89是最大扭矩894.545816.96是2672772.37是最小扭矩608.195632.62是-261.1-2939.3是6.35最大剪力-1107.89-5671.99是308.362744.46是最小剪力-1987.05-5938.02是-309.14-2496.08是最大扭矩-1338.98-5764.5是308.362658.09是最小扭矩-1987.05-5938.02是-309.14-2496.08是7.38最大剪力-1189.2-4964.31是308.362716.19是最小剪力-2084.62-5743.95是-309.14-2496.08是最大扭矩-1436.55-5044.03是308.362630.7是最小扭矩-2084.62-5743.95是-309.14-2496.08是8.11最大剪力-1247.28-4984.62是308.362694.41是最小剪力-2154.32-5169.56是-309.14-2496.08是最大扭矩-1506.25-5063.63是308.362609.68是最小扭矩-2154.32-5169.56是-309.14-2496.08是9.00最大剪力2351.765430.5是454.072575.92是最小剪力-2237.96-5509.85是-309.14-2496.08是最大扭矩2351.765430.5是454.072575.92是最小扭矩1579.95260.69是-446.11-2746.78是9.88最大剪力2268.135072.81是454.072599.83是最小剪力1236.785073.67是-247.08-2598.91是最大扭矩2268.135072.81是454.072599.83是最小扭矩1496.274904.42是-446.11-2780.42是10.61最大剪力2198.435622.2是454.072613.59是最小剪力1178.75053.87是-247.08-2620.14是最大扭矩2198.435622.2是454.072613.59是最小扭矩1426.574883.88是-446.11-2802.45是11.64最大剪力2100.865794.96是454.072629.65是最小剪力1097.395775.38是-247.08-2647.93是最大扭矩2100.865794.96是454.072629.65是最小扭矩13295579.4是-446.11-2830.91是12.23最大剪力-503.31-5606.73是227.622962.75是最小剪力-838.18-5695.18是-317.77-2882.65是最大扭矩-612.18-5546.31是313.253017.47是最小扭矩-838.18-5695.18是-317.77-2882.65是13.04最大剪力-567.2-5491.55是227.622912.92是最小剪力-914.85-5562.51是-317.77-2846.68是最大扭矩-688.85-5431.08是313.252969.38是最小扭矩-914.85-5562.51是-317.77-2846.68是13.85最大剪力-631.08-5358.33是227.622868.28是最小剪力-991.52-4873.3是-317.77-2813.8是最大扭矩-765.51-5298.55是313.252925.98是最小扭矩-991.52-4873.3是-317.77-2813.8是14.29最大剪力-2340.97-5743.95是100.712496.08是最小剪力-3852.01-5169.56是-326.38-2496.08是最大扭矩-2817.45-5743.95是319.172496.08是最小扭矩-3614.69-5169.56是-326.38-2496.08是14.58最大剪力-2364.2-5169.56是100.712496.08是最小剪力-3879.89-5169.56是-326.38-2496.08是最大扭矩-2845.33-5169.56是319.172496.08是最小扭矩-3642.57-5169.56是-326.38-2496.08是15.46最大剪力3015.455509.85是103.082496.08是最小剪力-3963.52-5509.85是-326.38-2496.08是最大扭矩-2928.96-5509.85是319.172496.08是最小扭矩-3726.21-5509.85是-326.38-2496.08是16.35最大剪力2931.815169.56是103.082496.08是最小剪力22165169.56是-1.12e-4-2496.08是最大扭矩2869.285169.56是103.082496.08是最小扭矩2662.045169.56是-100.8-2496.08是16.82最大剪力2887.215169.56是95.712496.08是最小剪力2178.835169.56是-1.04e-4-2496.08是最大扭矩2824.685169.56是103.082496.08是最小扭矩2617.445169.56是-100.8-2496.08是16.93最大剪力2875.54913.51是95.712345.86是最小剪力2169.074913.51是-1.04e-4-2345.86是最大扭矩2812.974913.51是95.712345.86是最小扭矩2605.734913.51是-93.59-2345.86是17.70最大剪力34.313248.14是1e-61406.66是最小剪力28.593248.14是1e-61406.66是最大扭矩16.893248.14是1e-61406.66是最小扭矩16.893248.14是1e-61406.66是18.00最大剪力00是00是最小剪力00是00是最大扭矩00是00是最小扭矩00是00是配筋率验算纵向受拉主筋配筋率图正截面纵向受拉主筋配筋率验算表截面坐标x(m)上缘配筋率(%)下缘配筋率(%)纵向主筋容许最小配筋率(%)上缘主筋是否满足下缘主筋是否满足0.00000.225是是0.290.5190.5190.225是是1.060.3350.3350.225是是1.180.3180.3180.225是是1.650.3180.3180.225是是2.530.9710.3180.225是是3.410.3180.3180.225是是3.700.3180.3180.225是是4.150.3180.3180.225是是4.950.3180.6410.225是是5.760.3180.9710.225是是6.350.3180.6410.225是是7.380.3180.3180.225是是8.110.3180.3180.225是是9.000.9710.3180.225是是9.880.3180.3180.225是是10.610.3180.3180.225是是11.640.3180.6410.225是是12.230.3180.9710.225是是13.040.3180.6410.225是是13.850.3180.3180.225是是14.290.3180.3180.225是是14.580.3180.3180.225是是15.460.9710.3180.225是是16.350.3180.3180.225是是16.820.3180.3180.225是是16.930.3350.3350.225是是17.700.5190.5190.225是是18.00000.225是是盖梁配箍率图盖梁箍筋配筋率验算表截面坐标x(m)箍筋配筋率(%)弯剪容许最小配箍率(%)弯剪配箍率是否满足0.000.4410.12是0.290.3080.12是1.060.3080.12是1.180.3080.12是1.650.3080.12是2.530.3080.12是3.410.3080.12是3.700.3080.12是4.150.3080.12是4.950.3080.12是5.760.3080.12是6.350.3080.12是7.380.3080.12是8.110.3080.12是9.000.3080.12是9.880.3080.12是10.610.3080.12是11.640.3080.12是12.230.3080.12是13.040.3080.12是13.850.3080.12是14.290.3080.12是14.580.3080.12是15.460.3080.12是16.350.3080.12是16.820.3080.12是16.930.3080.12是17.700.3080.12是18.000.4410.12是持久状况正常使用极限状态抗裂性验算盖梁正常使用极限状态裂缝宽度计算参数表截面坐标x(m)位置钢筋表面形状系数C1长、短期效应比M1/Ms长期效应影响系数C2受力性质相关系数C3纵向受拉筋换算直径d(mm)纵向受拉筋配筋率p0.00上缘010000下缘0100000.29上缘111.51250.519下缘111.51250.5191.06上缘111.51250.335下缘111.51250.3351.18上缘111.51250.318下缘111.51250.3181.65上缘111.51250.318下缘111.51250.3182.53上缘111.50.792250.971下缘111.50.792250.3183.41上缘10.9821.4910.792250.318下缘11.0911.5460.792250.3183.70上缘10.9511.4750.792250.318下缘13.3962.6980.792250.3184.15上缘10.7621.3810.792250.318下缘10.5231.2620.792250.3184.95上缘11.0541.5270.792250.318下缘10.7871.3930.792250.6415.76上缘11.0331.5170.792250.318下缘10.8361.4180.792250.9716.35上缘11.0281.5140.792250.318下缘10.8521.4260.792250.6417.38上缘10.4791.2390.792250.318下缘10.591.2950.792250.3188.11上缘10.9521.4760.792250.318下缘11.1311.5650.792250.3189.00上缘10.9551.4780.792250.971下缘11.0291.5140.792250.3189.88上缘10.9551.4770.792250.318下缘11.1321.5660.792250.31810.61上缘10.3681.1840.792250.318下缘10.6031.3020.792250.31811.64上缘11.0171.5090.792250.318下缘10.8541.4270.792250.64112.23上缘11.0211.5110.792250.318下缘10.8381.4190.792250.97113.04上缘11.0391.5190.792250.318下缘10.7871.3940.792250.64113.85上缘10.7811.3910.792250.318下缘10.5221.2610.792250.31814.29上缘10.9631.4810.792250.318下缘14.93.450.792250.31814.58上缘10.9881.4940.792250.318下缘11.1131.5570.792250.31815.46上缘10.981.490.792250.971下缘111.50.792250.31816.35上缘10.981.491250.318下缘111.51250.31816.82上缘10.9821.4911250.318下缘111.51250.31816.93上缘111.51250.335下缘111.51250.33517.70上缘111.51250.519下缘111.51250.51918.00上缘010000下缘010000盖梁裂缝宽度图盖梁正常使用极限状态裂缝宽度验算表截面坐标x(m)盖梁上缘盖梁下缘裂缝宽度(mm)容许值(mm)是否满足裂缝宽度(mm)容许值(mm)是否满足0.0000.2是00.2是0.292.004e-40.2是00.2是1.062.731e-30.2是00.2是1.181.834e-20.2是00.2是1.658.201e-20.2是00.2是2.534.951e-20.2是00.2是3.415.244e-20.2是00.2是3.701.849e-20.2是00.2是4.153.833e-30.2是1.387e-20.2是4.9500.2是2.149e-20.2是5.7600.2是2.154e-20.2是6.3500.2是4.4e-20.2是7.383.231e-30.2是1.669e-20.2是8.11