人工挖孔桩钢筋及工程量计算表

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）-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.200-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.900-1.200-1.2000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000标 高 栏钢 筋 计 算 栏 箍 筋加 劲 箍护壁水平箍单根单根每节规规根规节长度长度长度格格数格数（m）（m）（m）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护壁纵筋单根规根长度格数（m）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ф8Ф14Ф16Ф22010203040506070809101112131415161718192021224.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.00Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16181818181818181814141414181818181818181814144.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.65135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф1433333333333333333333332.8272.8272.8272.8272.8272.8272.8272.8272.1992.1992.1992.1992.8272.8272.8272.8272.8272.8272.8272.8272.1992.199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ф6.5555555555555555555555514.217314.217314.217314.217314.217314.217314.217314.217311.706911.706911.706911.706914.217314.217314.217314.217314.217314.217314.217314.217311.706911.7069242424242424242419191919242424242424242419192.252.252.252.252.252.252.252.252.52.52.52.52.252.252.252.252.252.252.252.252.52.532.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7932.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.790000000000000000000000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）-1.200-1.200-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.200-1.200-7.870-7.870-7.870-7.870-7.870-7.870-7.870-8.370-1.200-1.200-1.900-1.900-1.900-1.900-1.200-1.200-1.200-1.200-1.200-1.200-7.870-7.870-7.870-7.870-7.870-7.870-7.870-8.3700.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000标 高 栏钢 筋 计 算 栏 箍 筋加 劲 箍护壁水平箍单根单根每节规规根规节长度长度长度格格数格数（m）（m）（m）8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护壁纵筋单根规根长度格数（m）6.5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ф8Ф14Ф16Ф2223242526272829303132333435363738394041424.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.00Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф16Ф1614141818181814141414141414141414141414144.65圆ф105.631Ф144.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.654.65105.631Ф14135.774Ф14135.774Ф14135.774Ф14135.774Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14105.631Ф14333333333333333333332.199圆ф2.1992.8272.8272.8272.8272.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1992.1996.5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ф6.55555555555555555555511.7069圆ф1911.706914.217314.217314.217314.217311.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.706911.7069192424242419191919191919191919191919192.52.52.252.252.252.252.52.52.52.52.52.52.52.52.52.52.52.52.52.527.67541.7247.9758102.7927.67541.7247.9758102.7932.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1632.64853.63110.254132.1627.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7927.67541.7247.9758102.7900000000000000000000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 箍护壁水平箍单根单根每节规规根规节长度长度长度格格数格数（m）（m）（m）护壁纵筋单根规根长度格数（m）单桩钢筋重量汇总栏（kg）钢筋规格圆ф6.5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)Ф14Ф14Ф14Ф14Ф14Ф14Ф14间距(m)2.002.002.002.002.002.002.00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ф8100/2505.00100/2505.00100/2503.00100/2503.00100/2503.00100/2503.00100/2503.00圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5圆ф6.5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)