桥墩图纸_桥墩模板图纸

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序号桥墩类型1A1结构特点适用墩号234567A2A3B1B2C1C2CQ36、CQ38、CQ40、CQ41、26m桥宽箱梁的标准中墩（含30m变宽段桥墩的主墩），墩顶设球型抗震支座。采用门式墩，墩柱截面尺寸CQ42、CQ44、CQ45、CQ47、为1.7×1.7m，支座中心间距6m；整体式承台，承台尺寸6.8×8×2.5m，承台下设4根Ф1.6m钻孔桩。CQ48、CQ49共10个26m桥宽箱梁的标准过渡墩（包含变宽段桥墩的主墩），墩顶设球型抗震支座。采用门式墩，墩柱截面尺CQ35、CQ39、CQ43、CQ46、寸为1.7×1.7m，墩顶变厚至2.2m，变化高度2.6m，支座中心间距6m；整体式承台，单柱承台尺寸6.8×8×CQ50共5个2.5m，承台下设4根Ф1.6m钻孔桩。主线桥13联CQ37号固结墩，采用门式墩，墩柱截面尺寸为1.7×2m；整体式承台，承台尺寸6.8m×8×3m，CQ37共1个承台下设4根Ф1.6m钻孔桩。主线桥L11、L12联中墩，墩顶设置球型抗震支座。采用分离式桥墩，墩底截面尺寸为1.7×2.5m，桥墩距路CQ30、CQ31、CQ33、CQ34共4线中心线9.1~11.89m；承台尺寸7.5×3×2.8m，单个承台下设2根Ф1.8m钻孔桩。个主线桥L12联中墩，墩顶设置球型抗震支座。采用分离式桥墩，墩底截面尺寸为1.7×2.5m，桥墩距路线中心线9.1m；承台尺寸7.5×3×2.8m，单个承台下设2根Ф1.8m钻孔桩。变宽段箱梁的辅助墩中墩，墩顶球型抗震支座。采用柱式墩，墩柱截面尺寸为1.7×1.3m，距路线中心线15.4-20.4m；承台尺寸6.5×2.5×2.5m，单柱下设2根Ф1.5m钻孔桩。变宽段箱梁的辅助墩过渡墩，墩顶球型抗震支座。采用柱式墩，墩柱截面尺寸为1.7×1.3m，墩顶变厚至1.8×2.2m，距路线中心线15.4-18.9m；承台尺寸6.5×2.5×2.5m，单柱下设2根Ф1.5m钻孔桩。CQ32共1个F40、F41、F42、F44、F45、F47、F48、F49、B9共9个F39、F46、F50共3个891011D1D2EFA匝道桥10.4m宽、B匝道桥标准墩中墩，墩顶设置球型抗震支座。采用花瓶式板墩，墩底截面尺寸为2.5×A7、A8、A9、B1、B2、B3、B41.4m，墩顶截面尺寸4.2×1.4m，支座中心间距2.8m；承台尺寸6.5×2.5×2.5m，承台下设2根Ф1.5m钻孔桩。、B5、B7、B8共10个A匝道桥10.4m宽、B匝道桥标准墩过渡墩，墩顶设置球型抗震支座。采用花瓶式板墩，墩底截面尺寸为2.5A3、A6、B6共3个×1.4m，墩顶截面尺寸4.2×2m，支座中心间距2.8~3.0m；承台尺寸6.5×2.5×2.5m，承台下设2根Ф1.5m钻孔桩。A匝道桥9m宽标准墩中墩，墩顶设置球型抗震支座。采用花瓶式板墩，墩底截面尺寸为2.5×1.2m，墩顶截A1、A2、A4、A5共4个面尺寸4.2×1.2m，支座中心间距2.8m；承台尺寸6.5×2.5×2.5m，承台下设2根Ф1.5m钻孔桩。A匝道桥A10号过渡墩，墩顶设置球型抗震支座。由绿化带及车行道影响，采用双柱+盖梁式桥墩，盖梁尺A10共1个寸9.1×2.2×2.2m，墩柱截面尺寸为1.7×1.3m，单柱承台尺寸5.4×2.2×2m，单个承台下设2根Ф1.2m钻孔桩。

墩号里程桩号设计高程(m)+35.055+35.057+35.548+35.908+36.268+37.018+37.324+37.117+36.778+36.287墩顶高程H1(m)+32.470+32.472+32.963+33.323+33.683+34.433+34.739+34.532+34.193+33.702承台顶高程H2(m)+20.700+20.600+20.400+20.400+20.400+20.700+20.900+21.100+21.300+21.300桩底高程H3(m)-41.800-29.900-32.100-32.100-32.100-33.800-36.600-31.400-36.200-36.200墩高H(cm)1177.01187.21256.31292.31328.31373.31383.91343.21289.31240.2桩长L(cm)******0055005500桩基类型端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩支座垫石高度(cm)t114.014.015.515.515.515.216.214.015.514.0t214.014.015.515.515.515.216.214.015.514.0横坡%1.51.51.51.51.51.51.51.51.51.5591.5C4078.278.882.884.987.089.690.287.884.781.9254.4混凝土数量(m3)墩身C45承台C30136.0136.0136.0136.0136.0136.0136.0136.0136.0136.01360.0垫层C156.06.06.06.06.06.06.06.06.06.060.0桩基水下C30482.5386.0402.1402.1402.1418.2442.3402.1442.3442.34222.0垫石C500.60.60.70.70.70.70.70.60.70.66.6CQ36CQ38CQ40CQ41CQ42CQ44CQ45CQ47CQ48CQ49K1+957.000K2+027.500K2+087.500K2+117.500K2+147.500K2+213.000K2+268.000K2+345.000K2+380.000K2+415.000共10个墩，合计：甲级 AW162001457咨询证书：工咨甲 ***版权所有

里程桩号或分跨线K1+930.000K2+057.500K2+177.500K2+310.000K2+450.000设计高程(m)+35.218+35.246+36.628+37.303+35.736墩顶高程H1(m)+32.683+32.711+34.093+34.818+33.201承台顶高程H2(m)+20.500+20.500+20.500+20.900+21.300桩底高程H3(m)-42.000-32.000-32.000-31.600-33.200墩高H(cm)1218.31221.11359.31391.81190.1桩长L(cm)***05200桩基类型t1端承桩端承桩端承桩端承桩端承桩15.615.114.312.215.9支座垫石高度(cm)t1'15.116.015.39.914.6t215.615.114.312.215.9t2'15.116.015.39.914.6横坡%1.51.51.51.51.5262.3C4084.784.892.894.783.0177.7混凝土数量(m3)墩身C45承台C30136.0136.0136.0136.0136.0680.0垫层C156.06.06.06.06.030.0桩基水下C30482.5402.1402.1402.1418.22107.0垫石C500.60.60.60.40.62.8墩号CQ35CQ39CQ43CQ46CQ50共5个墩，合计：

设计高程(m)+34.980墩顶高程H1(m)+32.890承台顶高程H2(m)+21.000桩底高程H3(m)-37.000混凝土数量(m3)墩身C4594.694.6承台C30163.2163.2垫层C156.06.0桩基水下C30442.3442.3墩号里程桩号墩高H(cm)1189.0桩长L(cm)5500桩基类型端承桩CQ37K1+997.000共1个墩，合计：设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有

桥墩位置设计高程(m)+37.088+37.088+36.751+36.751+36.098+36.098+35.598+35.598桥墩偏心距a(cm)***91011891175墩顶高程H1(m)+34.462+34.462+34.125+34.125+33.472+33.472+32.930+32.932承台顶高程H2(m)+15.900+15.900+16.700+16.700+18.500+18.500+19.700+19.700桩底高程H3(m)-36.900-36.900-31.100-36.100-34.300-39.300-38.100-38.100墩高H(cm)1856.21856.21742.51742.51497.21497.21323.01323.2桩长L(cm)******00桩基类型端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩14.514.514.514.512.012.0支座垫石高度(cm)t112.012.0t2混凝土数量(m3)墩身C4081.481.476.676.666.166.158.758.8565.7承台C3563.063.063.063.063.063.063.063.0504.0垫层C152.72.72.72.72.72.72.72.721.6桩基水下C35254.5254.5229.0254.5254.5279.9279.9279.92086.7垫石C500.20.20.20.20.20.20.20.21.6墩号里程桩号CQ30路线左侧CQ30路线右侧CQ31路线左侧CQ31路线右侧CQ33路线左侧CQ33路线右侧CQ34路线左侧CQ34路线右侧K1+745.000K1+745.000K1+775.000K1+775.000K1+840.000K1+840.000K1+890.000K1+890.000左右两侧共4个墩，合计：

桥墩位置里程桩号或分跨线设计高程(m)+36.448+36.448桥墩偏心距a(cm)910910墩顶高程H1(m)+33.872+33.872承台顶高程H2(m)+17.200+17.200桩底高程H3(m)-30.600-35.600墩高H(cm)1667.21667.2桩长L(cm)45005000桩基类型t1端承桩端承桩11.1支座垫石高度(cm)t1'12.011.112.0t2t2'横坡%1.51.5左右两侧共1个墩，合计：混凝土数量(m3)墩身C4073.473.4146.8承台C3563.063.0126.0垫层C152.72.75.4桩基水下C35229.0254.5483.5垫石C500.20.20.4墩号CQ32路线左侧K1+805.000CQ32路线右侧K1+805.000 设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有

设计高程(m)+35.548+35.908+36.268+37.018+37.324+37.117+36.778+36.287+36.394桥墩偏心距a(cm)***019***890604.5墩顶高程H1(m)+32.827+33.187+33.547+34.222+34.547+34.344+34.005+33.514+33.813承台顶高程H2(m)+20.200+20.200+20.200+20.400+20.600+20.800+21.000+21.000+20.500桩底高程H3(m)-32.300-32.300-32.300-34.100-39.900-33.700-29.500-31.500-30.000支座垫石高度(cm)t11262.71298.71334.71382.21394.71354.41300.51251.41331.******0004800端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩13.014.513.014.214.714.514.514.514.630.5183.489.5C4029.029.830.631.631.931.029.828.7混凝土数量(m3)墩身C45承台C3540.640.640.640.640.640.640.640.640.6365.4垫层C152.02.02.02.02.02.02.02.02.018.0桩基水下C35176.7176.7176.7183.8205.0183.8169.6176.7169.61618.6垫石C500.20.20.20.20.20.20.20.20.21.8墩号桥墩位置路线左侧路线左侧路线左侧路线右侧路线右侧路线右侧路线右侧路线右侧里程桩号墩高H(cm)桩长L(cm)桩基类型F40F41F42F44F45F47F48F49B9K2+087.500K2+117.500K2+147.500K2+213.000K2+268.000K2+345.000K2+380.000K2+415.000路线右侧BK0+246.592共9个墩，合计：

桥墩位置里程桩号或分跨线设计高程(m)+35.246+37.303+35.736桥墩偏心距a(cm)154018901890墩顶高程H1(m)+32.575+34.580+33.013承台顶高程H2(m)+20.300+20.700+21.000桩底高程H3(m)-30.200-31.800-29.500墩高H(cm)1227.51388.01201.3桩长L(cm)480050004800桩基类型端承桩端承桩端承桩支座垫石高度(cm)t111.614.713.4t1'12.512.414.635.3C4035.338.834.773.5混凝土数量(m3)墩身C45承台C3540.640.640.6121.8垫层C152.02.02.06.0桩基水下C35169.6176.7169.6515.9垫石C500.20.20.20.6墩号F39F46F50路线左侧K2+057.500路线右侧K2+310.000路线右侧K2+450.000共3个墩，合计：

设计高程(m)+35.200+36.027+36.418+29.738+30.179+30.864+31.605+32.346+34.257+35.870桥墩偏心距a(cm)177.5******0墩顶高程H1(m)+32.733+33.560+33.951+27.228+27.670+28.355+29.096+29.836+31.795+33.408承台顶高程H2(m)+20.300+20.600+20.500+20.300+20.700+21.000+21.000+20.900+21.000+20.600桩底高程H3(m)-32.200-29.900-30.000-42.200-39.800-39.500-39.500-43.600-43.500-39.900墩高H(cm)1243.31296.01345.1692.8697.0735.5809.6893.61079.51280.8桩长L(cm)******0062005800桩基类型端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩端承桩支座垫石高度(cm)t113.613.613.618.118.118.118.118.113.713.7t29.49.49.413.913.913.913.913.99.59.5横坡%1.51.51.51.51.51.51.51.51.51.5混凝土数量(m3)墩身C4048.250.151.828.929.130.433.036.042.549.5399.5承台C3540.640.640.640.640.640.640.640.640.640.6406.0垫层C152.02.02.02.02.02.02.02.02.02.020.0桩基水下C35176.7169.6169.6212.1205.0205.0205.0219.1219.1205.01986.2垫石C500.20.20.20.30.30.30.30.30.20.22.5墩号里程桩号A7A8A9B1B2B3B4B5B7B8AK0+177.891AK0+199.891AK0+221.891BK0+052.042BK0+071.042BK0+090.042BK0+109.042BK0+128.042BK0+177.042BK0+221.042共10个墩，合计：里程桩号或分跨线AK0+074.891AK0+155.891BK0+147.042设计高程(m)+30.565+34.210+33.087桥墩偏心距a(cm)125149.5110墩顶高程H1(m)+28.106+31.748+30.631承台顶高程H2(m)+20.200+20.400+21.000桩底高程H3(m)-32.300-32.100-43.500墩高H(cm)790.61134.8963.1桩长L(cm)500050006200桩基类型t1端承桩端承桩端承桩14.614.615.0支座垫石高度(cm)t1'19.618.117.4t210.410.410.5t2'15.413.912.9横坡%1.51.51.5混凝土数量(m3)墩身C4036.748.742.7128.1承台C3540.640.640.6121.8垫层C152.02.02.06.0桩基水下C35176.7176.7219.1572.5垫石C500.30.30.30.9墩号A3A6B6共3个墩，合计：

s墩号里程桩号设计高程(m)+28.706+29.551+31.780+32.995桥墩偏心距a(cm)125125125125墩顶高程H1(m)+26.247+27.092+29.321+30.536承台顶高程H2(m)+20.500+20.700+20.300+20.300桩底高程H3(m)-32.000-31.800-30.200-32.200墩高H(cm)574.7639.2902.11023.6桩长L(cm)***0桩基类型端承桩端承桩端承桩端承桩支座垫石高度(cm)t114.114.114.114.1t29.99.99.99.9横坡%1.51.51.51.5墩身C4021.323.231.134.7110.3承台C3540.640.640.640.6162.4混凝土数量(m3)垫层C152.02.02.02.08.0桩基水下C35176.7176.7169.6176.7699.7垫石C500.20.20.20.20.8A1A2A4A5AK0+023.000AK0+051.891AK0+101.891AK0+128.891共4个墩，合计：

设计高程(m)+36.369桥墩偏心距a(cm)215墩顶高程H1(m)+33.897承台顶高程H2(m)+20.700桩底高程H3(m)-31.800墩高H(cm)1319.7桩长L(cm)5000桩基类型t1端承桩16.8支座垫石高度(cm)t1'10.5t212.0横坡%1.5混凝土数量(m3)盖梁C4044.044.0柱身C4048.648.6承台C3547.547.5垫层C153.03.0桩基水下C35226.2226.2垫石C500.30.3墩号里程桩号A10AK0+243.891共1个墩，合计：设计证书：甲级 AW162001457咨询证书：工咨甲 ***版权所有

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