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    盖梁柱式墩计算书.docx

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    盖梁柱式墩计算书.docx

    盖梁柱式坡计算书1计算资料1.1 编制依据公路桥涵设计通用规范(JTGD602015)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)公路设计手册一墩台和基础桥梁墩台与基础工程1.2 结构信息1.2.1 几何尺寸1.2.2 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(kNn)24计算墩柱体积(m3)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(kNm)1.7e41.3 荷载信息1.3.1 上部结构永久作用上部结构恒载支座号竖向力11556.421556.431556.441556.451556.461556.471556.481556.491556.4101556.4111556.4121556.413.2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(kNm2)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,-202盖梁计算2.1 持久状况承载能力极限状态基本组合验算2.1.1 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(kNm)截面抗力MR(kNm)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5322e-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5322e-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5322e-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5322e-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5322e-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-2.03-32343是5.322e-2是18.00最大弯矩00是0是最小弯矩00是0是77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(kNm)-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)175033盖梁有效高度h0(m)1.431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Xi(m)0.84撑杆一系杆夹角电(。)60.12撑杆压力设计值Djd(kN)3172.05系杆拉力设计值Tjd(kN)1580.38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系杆抗拉承载力伙N)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(kNm)-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h°(m)1.431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Xi(m)0.84撑杆一系杆夹角4(。)60.12撑杆压力设计值Bd(kN)3471.9系杆拉力设计值Td(kN)1729.77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2.1.2 斜截面抗剪承载力验算余卜截面抗剪承孑骷力计算参数表截面坐标×(m)最值类型计算跨径(m)异号弯矩影响系数«1斜截面投影长度C(m)配箍率Psv(%)有效高度h0(m)主筋配筋百分率P承载力计算理论0.00最大剪力4.2O00OO梁抗剪最小剪力4.2O00OO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4.20.91.4650.8481.365O梁抗剪最小剪力4.20.91.4650.8481.365O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4.20.90.72803081.4170318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6.80.900.3081.4450318盖梁抗剪最小剪力6.81003081.4450318盖梁抗剪4.15最大剪力6.80.9003081.4450318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6.81003081.4170.971盖梁抗剪最小剪力6.81003081.4170.971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6.8100.3081.4450318盖梁抗剪8.11最大剪力6.80.9003081.4450318盖梁抗剪最小剪力6.80.9003081.4450318盖梁抗剪9.OO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6.81003081.4450318盖梁抗剪最小剪力6.80.9003081.4450318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6.81003081.4310.641盖梁抗剪最小剪力6.8100.3081.4310.641盖梁抗剪13.85最大剪力6.8100.3081.4450318盖梁抗剪最小剪力6.80.900.3081.4450318盖梁抗剪14.29最大剪力6.81003081.4450318盖梁抗剪最小剪力6.80.9003081.4450318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4.20.90.3090.3081.4450318梁抗剪最小剪力4.20.903090.3081.4450.318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-203081.4450318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-20.3080.84S0.519梁抗剪最小剪力4.20.93.78e-203080.8450.519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Vcs+Vsb(kN)碎与箍筋抗剪承载力Vcs(kN)抗剪承载力是否满足%设计剪力60%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×(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2.1.3 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(kNm)抗扭承载力(kNm)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le-61406.66是最小剪力-34.31-3248.14是le-61406.66是最大扭矩-34.31-3248.14是le-61406.66是最小扭矩-34.31-3248.14是le-61406.66是1.06最大剪力-2171.46-4913.51是le-62345.86是最小剪力-2605.75-4913.51是le-62345.86是最大扭矩-2605.75-4913.51是le-62345.86是最小扭矩-2605.75-4913.51是le-62345.86是1.18最大剪力-2181.21-5169.56是le-62496.08是最小剪力-2617.46-5169.56是le-62496.08是最大扭矩-2617.46-5169.56是le-62496.08是最小扭矩-2617.46-5169.56是le-62496.08是1.65最大剪力-2218.39-5169.56是le-62496.08是最小剪力-2662.06-5169.56是le-62496.08是最大扭矩-2662.06-5169.56是le-62496.08是最小扭矩-2662.06-5169.56是le-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le-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3365385169.56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308362744.46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.OO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34313248.14是le-61406.66是最小剪力28.593248.14是le-61406.66是最大扭矩16.893248.14是le-61406.66是最小扭矩16.893248.14是le-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OO是OO是最小扭矩OO是OO是2.1.4 配筋率验算正截面纵向受拉主筋配筋率验算表截面坐标×(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

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