人工挖孔桩钢筋计算表

工程名称：*********氧化铝三期工程石灰卸车及石灰仓工程桩号原预算主 筋设计桩自然地桩身标高顶坪单根长度规根差值标高标高长度（m）（m）格数（m）（m）（m）-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.200-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.2000.000-1.2000.000-1.2000.000-1.2000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.2000.000-1.2000.000标 高 栏钢 筋 计 算 栏箍 筋加 劲 箍护壁水平箍规格圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8护壁纵筋规格圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5单桩钢筋重量汇总栏（kg）钢筋规格圆ф6.5圆ф8Ф14Ф16Ф22单根长度（m）规格根数3333333333333333333333单根长度（m）2.8272.8272.8272.8272.8272.8272.8272.8272.1992.1992.1992.1992.8272.8272.8272.8272.8272.8272.8272.8272.1992.199规格圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5节数5555555555555555555555每节长度（m）14.217314.217314.217314.217314.217314.217314.217314.217311.706911.706911.706911.706914.217314.217314.217314.217314.217314.217314.217314.217311.706911.7069根数24242424242424241919191924242424242424241919单根长度（m）2.252.252.252.252.252.252.252.252.52.52.52.52.252.252.252.252.252.252.252.252.52.5010203040506070809101112131415161718192021224.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16144.00Ф16144.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.65135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф1432.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7932.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.790000000000000000000000人 工 挖 孔 桩 钢 筋 计 算 表

工程名称：*********氧化铝三期工程石灰卸车及石灰仓工程桩号原预算主 筋设计桩自然地桩身标高顶坪单根长度规根差值标高标高长度（m）（m）格数（m）（m）（m）-1.200-1.200-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.200-1.200-7.870-7.870-7.870-7.870-7.870-7.870-7.870-8.370-1.2000.000-1.2000.000-1.9000.000-1.9000.000-1.9000.000-1.9000.000-1.2000.000-1.2000.000-1.2000.000-1.2000.000-1.2000.000-1.2000.000-7.8700.000-7.8700.000-7.8700.000-7.8700.000-7.8700.000-7.8700.000-7.8700.000-8.3700.000标 高 栏钢 筋 计 算 栏箍 筋加 劲 箍护壁水平箍规格圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8圆ф8护壁纵筋规格圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5单桩钢筋重量汇总栏（kg）钢筋规格圆ф6.5圆ф8Ф14Ф16Ф22单根长度（m）规格根数33333333333333333333单根长度（m）2.1992.1992.8272.8272.8272.8272.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.199规格圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5节数55555555555555555555每节长度（m）11.706911.706914.217314.217314.217314.217311.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.7069根数1919242424241919191919191919191919191919单根长度（m）2.52.52.252.252.252.252.52.52.52.52.52.52.52.52.52.52.52.52.52.523242526272829303132333435363738394041424.00Ф16144.00Ф16144.00Ф16184.00Ф16184.00Ф16184.00Ф16184.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.00Ф16144.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.65105.631Ф14105.631Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф1427.67541.7247.9758102.7927.67541.7247.9758102.7932.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7900000000000000000000合计:圆钢10以内(含损耗0.02)3.317t,螺纹10以外(含损耗0.045)5.523t12621991380.549050人 工 挖 孔 桩 钢 筋 计 算 表

工程名称：*********氧化铝三期工程石灰卸车及石灰仓工程桩号原预算主 筋设计桩自然地桩身标高顶坪单根长度规根差值标高标高长度（m）（m）格数（m）（m）（m）标 高 栏钢 筋 计 算 栏箍 筋加 劲 箍护壁水平箍规格单根长度（m）规格根数单根长度（m）规格节数每节长度（m）规格护壁纵筋根数单根长度（m）圆ф6.5单桩钢筋重量汇总栏（kg）钢筋规格圆ф8Ф14Ф16Ф22主筋保护层护壁保护层桩型静锚桩选填项目桩径备注栏直径5050主筋根数出顶高度(m)直径护壁每节配筋高度440箍筋间距加劲箍加密区高度直径(m)间距(m)护壁水平筋直径间距直径护壁纵筋静压桩生成编码主筋扩桩头出土间距高度高度(m)(m)1501501501501501501501.751.501.751.501.751.501.750.000.001.001.001.000.500.50100080010008001000800Ф16Ф16锚桩Ф22锚桩Ф22锚桩Ф22静压桩Ф16181416162514180.65圆ф80.65圆ф80.65圆ф80.65圆ф80.65圆ф80.65圆ф80.65圆ф8100/2505.00Ф14100/2505.00Ф14100/2503.00Ф14100/2503.00Ф14100/2503.00Ф14100/2503.00Ф14100/2503.00Ф142.00圆ф6.52.00圆ф6.52.00圆ф6.52.00圆ф6.52.00圆ф6.52.00圆ф6.52.00圆ф6.5150150150150150150150圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.510008001000锚桩1800锚桩21000锚桩3800静压桩11000静压桩21000静压桩Ф16主筋保护层护壁保护层桩型静锚桩选填项目桩径备注栏直径5050主筋根数出顶高度(m)直径护壁每节配筋高度440箍筋间距加劲箍加密区高度直径(m)间距(m)护壁水平筋直径间距直径护壁纵筋静压桩生成编码主筋扩桩头出土间距高度高度(m)(m)主筋保护层护壁保护层桩型静锚桩选填项目桩径备注栏直径5050主筋根数出顶高度(m)直径护壁每节配筋高度440箍筋间距加劲箍加密区高度直径(m)间距(m)护壁水平筋直径间距直径护壁纵筋静压桩生成编码主筋扩桩头出土间距高度高度(m)(m)