人工挖孔桩钢筋计算表

1、现现 场场 签签 证证 单单项目名称： 石石灰灰卸卸车车及及石石灰灰仓仓工工程程 编 号：0101 工程名称 中中国国铝铝业业广广西西分分公公司司氧氧化化铝铝三三期期工工程程 部 位桩桩基基工工程程子项名称 石石灰灰卸卸车车及及石石灰灰仓仓工工程程工程量 1、签证事由： 零星工程量 施工方案 技术措施 其他 2、签证内容： 根据招标文件中所确定的该项工程桩基工程量暂按4.0米长度计算，现已施工完毕，以下均为实际施工发生量，并附上工程量计算表以及现场见证文件，特请相关单位和部门核查。 2-1、浇灌量：砼孔桩浇灌总量含护壁461.6m3，其中包含C25桩砼438.4m3，C40砼静压桩（9#、14

2、#）砼方量23.22m3，详细工程量计算详见附表（人工挖孔桩工程量计算表12）；以及静压桩（9#、14#）增加桩头（地面以上500mm高）C40砼：0.644m3。 2-2、入岩工程量：151.2m3，其计算依据为施工中所确认的人工挖孔桩持力层检验记录（7张） 2-3、破除桩头多余砼量：69.19m3。 2-4、钢筋笼制作：16.666t（具体工程量详见附件：人工挖孔桩钢筋计算表12），以及静压桩（9#、14#）增加圆10加固箍筋及钢筋网0.039t。 （完） 后附：1、人工挖孔桩工程量计算表12份、人工挖孔桩钢筋计算表12份。 2、人工挖孔持力层检验记录17份、人工挖孔验收记录16份。 施工

3、单位签字盖章： 总承包人施工部 总承包人控制部 现场管理工程师： 费用管理工程师： 主管副经理： 主管副经理： 监理工程师： 总监理工程师签字盖章： 总总承承包包人人审审批批意意见见： 总经理/主管副总经理签字盖章：桩 基 工 程 量 计 算 说 明工工程程名名称称：石石灰灰卸卸车车及及石石灰灰仓仓工工程程第1页 共1页一、编制依据： 1、施工过程中，由验收组共同确认的人工挖孔持力层检验记录17份、人工挖孔验收记录16份等原始文件，相关内容包括桩号、桩心直径、各开挖段见岩深度（其中人工挖孔验收记录表中入岩深度仅为最后一次见岩深度，未包含中间见岩情况）、开挖深度以及现场桩顶标高等计算数据。 2、

4、人工挖孔桩工程量计算表中合计入岩深度包含最后一次见岩方量以及中间层半边土质含量（岩和土各按50%计算），相关半边土段一栏中计算方量也为中间层半边土质含量的50%计算，表中土层段意为第一次见岩深度以上部分。 3、人工挖孔桩钢筋计算表非静压桩及锚桩钢筋配置均按设计图纸*要求配置到相对桩顶高度。 4、9#、14#静压桩及1#、4#、10#、15#锚桩相关配置均参照*基础工程研究检测中心平果铝业工程项目部出示的静载实验技术方案。 5、成孔简图构造如右图（示意17#桩）：编制人： xingye1001编制日期：2007年2月6日人人 工工 挖挖 孔孔 桩桩 钢钢 筋筋 计计 算算 表表工程名称：*氧化铝

5、三期工程石灰卸车及石灰仓工程桩号标 高 栏原预算桩身长度（m）钢钢 筋筋 计计 算算 栏栏 单单桩桩钢钢筋筋重重量量汇汇总总栏栏（kgkg）静静锚锚桩桩选选填填项项目目设计桩顶标高（m）自然地坪标高（m）标高差值（m）主 筋箍 筋加 劲 箍 护壁水平箍 护壁纵筋 钢钢筋筋规规格格规格根数单根长度（m）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）规格根数单根长度（m）圆6.5圆814162201-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.200

6、2-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2003-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2004-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2005-1.900-1.9000.000

7、4.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2006-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2007-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2008-1.900-1.9000.0004.0016184.65圆8135.

8、7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2009-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8010-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8011-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7

9、069圆6.5192.527.67 41.72 7.976 102.8012-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8013-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2014-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 5

10、3.63 10.25 132.2015-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2016-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2017-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.201

11、8-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2019-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2020-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2021-1.200-1.2000.000

12、4.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8022-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.80人人 工工 挖挖 孔孔 桩桩 钢钢 筋筋 计计 算算 表表工程名称：*氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏原预算桩身长度（m）钢钢 筋筋 计计 算算 栏栏 单单桩桩钢钢筋筋重重量量汇汇总总栏栏（kgkg）静静锚锚桩桩选选填填项项目目设计桩顶标高（m）自然

13、地坪标高（m）标高差值（m）主 筋箍 筋加 劲 箍 护壁水平箍 护壁纵筋 钢钢筋筋规规格格规格根数单根长度（m）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）规格根数单根长度（m）圆6.5圆814162223-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8024-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8025-1

14、.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2026-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2027-1.900-1.9000.0004.0016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2028-1.900-1.9000.0004.0

15、016184.65圆8135.7741432.827圆6.5514.2173圆6.5242.2532.65 53.63 10.25 132.2029-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8030-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8031-1.200-1.2000.0004.0016144.65圆8105.63114

16、32.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8032-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8033-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8034-1.200-1.2000.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.

17、5192.527.67 41.72 7.976 102.8035-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8036-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8037-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.9

18、76 102.8038-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8039-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8040-7.870-7.8700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8041-7.870-7.8

19、700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.8042-8.370-8.3700.0004.0016144.65圆8105.6311432.199圆6.5511.7069圆6.5192.527.67 41.72 7.976 102.80合计:圆钢10以内(含损耗0.02)3.317t,螺纹10以外(含损耗0.045)5.523t12621991 380.549050主筋保护层50护壁保护层50护壁每节配筋高度440桩型主筋箍筋加劲箍护壁水平筋护壁纵筋静压桩生成编码桩径备注栏直径根数出

20、顶高度(m)直径间距加密区高度(m)直径间距(m)直径间距直径间距扩桩头高度(m)主筋出土高度(m)100016180.65圆8100/250 5.00142.00圆6.5150圆6.51501.750.00100080016140.65圆8100/250 5.00142.00圆6.5150圆6.51501.500.008001000锚桩22160.65圆8100/250 3.00142.00圆6.5150圆6.51501.751.001000锚桩1800锚桩22160.65圆8100/250 3.00142.00圆6.5150圆6.51501.501.00800锚桩21000锚桩22250.

21、65圆8100/250 3.00142.00圆6.5150圆6.51501.751.001000锚桩3800静压桩 16140.65圆8100/250 3.00142.00圆6.5150圆6.51501.500.50800静压桩11000静压桩 16180.65圆8100/250 3.00142.00圆6.5150圆6.51501.750.501000静压桩2主筋保护层50护壁保护层50护壁每节配筋高度440桩型主筋箍筋加劲箍护壁水平筋护壁纵筋静压桩生成编码桩径备注栏直径根数出顶高度(m)直径间距加密区高度(m)直径间距(m)直径间距直径间距扩桩头高度(m)主筋出土高度(m)共人人 工工 挖挖

22、 孔孔 桩桩 钢钢 筋筋 计计 算算 表表工程名称：*氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏桩身长度实量（m）钢钢 筋筋 计计 算算 栏栏 单单桩桩钢钢筋筋重重量量汇汇总总栏栏（kgkg）静静锚锚桩桩选选填填项项目目设计桩顶标高（m）自然地坪标高（m）标高差值（m）主 筋箍 筋加 劲 箍 护壁水平箍 护壁纵筋 钢钢筋筋规规格格规格根数单根长度（m）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）规格根数单根长度（m）圆6.5圆814162201-1.900-0.4391.4617.7022168.7圆8144.4751462.827圆6.512 14.2173圆6.52

23、45.9581.8 57.07 20.510 415.5锚桩102-1.900-0.4811.4198.7216187.951圆8141.6361452.827圆6.514 14.2173圆6.5246.9795.61 55.95 17.09226003-1.900-0.4701.4307.8516187.07圆8130.2821452.827圆6.513 14.2173圆6.5246.186.45 51.46 17.09 200.9004-1.900-0.4091.4917.6022258.6圆8144.4751462.827圆6.512 14.2173圆6.5245.8581.17 57.

24、07 20.510 641.8锚桩305-1.900-0.2721.6288.2516187.272圆8133.1211452.827圆6.513 14.2173圆6.5246.588.96 52.58 17.09 206.7006-1.900-0.3701.5308.2016187.32圆8133.1211452.827圆6.513 14.2173圆6.5246.4588.64 52.58 17.09208007-1.900-0.5121.3887.9216187.182圆8133.1211452.827圆6.513 14.2173圆6.5246.1786.89 52.58 17.09 20

25、4.1008-1.900-0.5011.3998.8016188.051圆8141.6361462.827圆6.515 14.2173圆6.5247.0599.82 55.95 20.51 228.8009-1.200-0.4170.7838.2216148.72圆8116.9351462.199圆6.514 11.7069圆6.5196.7276.1 46.19 15.95 192.80静压桩110-1.200-0.5410.6597.7522168.75圆8112.5091462.199圆6.513 11.7069圆6.5196.2570.72 44.44 15.950 417.9锚桩21

26、1-1.200-0.5190.6817.0016146.969圆8101.4421452.199圆6.511 11.7069圆6.5195.560.88 40.07 13.29 154.1012-1.200-0.4800.7207.6516147.58圆8105.8691452.199圆6.513 11.7069圆6.5196.1570.22 41.82 13.29 167.6013-1.900-0.3021.5987.7516186.802圆8127.4441452.827圆6.512 14.2173圆6.524682.11 50.34 17.09 193.3014-1.900-0.3391

27、.5619.4516189.95圆8164.3441462.827圆6.516 14.2173圆6.5247.7107.6 64.92 20.51 282.80静压桩215-1.900-0.1991.7019.45222510.45圆8164.3441472.827圆6.516 14.2173圆6.5247.7107.6 64.92 23.920 779.8锚桩316-1.900-0.2141.6868.6016187.564圆8135.9591452.827圆6.514 14.2173圆6.5246.8594.8653.7 17.09215017-1.900-0.3391.56113.601

28、61812.689圆8195.5671482.827圆6.524 14.2173圆6.52411.85163.3 77.25 27.34 360.6018-1.900-0.4371.46313.00161812.187圆8189.891482.827圆6.523 14.2173圆6.52411.25155.8 75.01 27.34 346.4019-1.900-0.2941.60613.65161812.694圆8195.5671482.827圆6.524 14.2173圆6.52411.9163.6 77.25 27.34 360.8020-1.900-0.0881.8129.051618

29、7.888圆8138.7981452.827圆6.515 14.2173圆6.5247.3101.4 54.83 17.09 224.2021-1.200-0.2590.9418.1016147.809圆8108.0821452.199圆6.514 11.7069圆6.5196.675.51 42.69 13.29 172.6022-1.200-0.2850.9158.5016148.235圆8112.5091462.199圆6.514 11.7069圆6.519777.49 44.44 15.951820共人人 工工 挖挖 孔孔 桩桩 钢钢 筋筋 计计 算算 表表工程名称：*氧化铝三期工程石

30、灰卸车及石灰仓工程桩号标 高 栏桩身长度实量（m）钢钢 筋筋 计计 算算 栏栏 单单桩桩钢钢筋筋重重量量汇汇总总栏栏（kgkg）静静锚锚桩桩选选填填项项目目设计桩顶标高（m）自然地坪标高（m）标高差值（m）主 筋箍 筋加 劲 箍 护壁水平箍 护壁纵筋 钢钢筋筋规规格格规格根数单根长度（m）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）规格根数单根长度（m）圆6.5圆814162223-1.200-0.3030.89711.05161410.803圆8134.6411472.199圆6.520 11.7069圆6.5199.55108.5 53.18 18.61 238.8024

31、-1.200-0.2290.9718.7516148.429圆8114.7221462.199圆6.515 11.7069圆6.5197.2581.79 45.32 15.95 186.3025-1.900-0.4091.4919.1316188.289圆8144.4751462.827圆6.515 14.2173圆6.5247.38101.9 57.07 20.51 235.6026-1.900-0.5351.36510.83161810.115圆8164.3441472.827圆6.519 14.2173圆6.5249.08127.4 64.92 23.92 287.5027-1.900-

32、0.4651.4359.0016188.215圆8144.4751462.827圆6.515 14.2173圆6.5247.25101.1 57.07 20.51 233.5028-1.900-0.3411.5598.5516187.641圆8135.9591452.827圆6.514 14.2173圆6.5246.894.5553.7 17.09 217.2029-1.200-0.5180.6826.7016146.668圆899.22891452.199圆6.511 11.7069圆6.5195.259.439.2 13.29 147.4030-1.200-0.5680.6326.8016

33、146.818圆899.22891452.199圆6.511 11.7069圆6.5195.359.8939.2 13.29 150.7031-1.200-0.7390.4616.9016147.089圆8101.4421452.199圆6.511 11.7069圆6.5195.460.39 40.07 13.29 156.7032-1.200-0.7970.4038.5516148.797圆8116.9351462.199圆6.515 11.7069圆6.5197.0580.79 46.19 15.95 194.5033-1.200-0.7480.4527.8516148.048圆8110.

34、2951462.199圆6.513 11.7069圆6.5196.3571.21 43.57 15.95 177.9034-1.200-0.8260.3746.9016147.176圆8103.6551452.199圆6.511 11.7069圆6.5195.460.39 40.94 13.29 158.6035-7.870-6.0071.8636.4016145.187圆885.94921442.199圆6.510 11.7069圆6.5194.954.85 33.95 10.63 114.7036-7.870-5.9731.8976.4016145.153圆885.94921442.199

35、圆6.510 11.7069圆6.5194.954.85 33.95 10.63 113.9037-7.870-6.1161.7547.4016146.296圆894.80241452.199圆6.512 11.7069圆6.5195.965.92 37.45 13.29 139.2038-7.870-6.1381.7326.4016145.318圆885.94921442.199圆6.510 11.7069圆6.5194.954.85 33.95 10.63 117.6039-7.870-6.1001.7706.4516145.33圆885.94921442.199圆6.510 11.706

36、9圆6.5194.9555.1 33.95 10.63 117.8040-7.870-6.0841.7866.4516145.314圆885.94921442.199圆6.510 11.7069圆6.5194.9555.1 33.95 10.63 117.5041-7.870-6.2211.6496.6516145.651圆890.37581442.199圆6.511 11.7069圆6.5195.1559.1535.7 10.63 124.9042-8.370-5.9272.4437.0016145.207圆885.94921442.199圆6.511 11.7069圆6.5195.560.

37、88 33.95 10.63 115.10合计:圆钢10以内(含损耗0.02)5.768t,螺纹10以外(含损耗0.045)10.898t35842070 701.874722255共主筋保护层50护壁保护层50护壁每节配筋高度440桩型主筋箍筋加劲箍护壁水平筋护壁纵筋静压桩生成编码桩径备注栏直径根数出顶高度(m)直径间距加密区高度(m)直径间距(m)直径间距直径间距扩桩头高度(m)主筋出土高度(m)100016180.65圆8100/250 3.00142.00圆6.5150圆6.51501.750.00100080016140.65圆8100/250 3.00142.00圆6.5150圆6

38、.51501.500.008001000锚桩22160.65圆8100/250 3.00142.00圆6.5150圆6.51501.751.001000锚桩1800锚桩22160.65圆8100/250 3.00142.00圆6.5150圆6.51501.501.00800锚桩21000锚桩22250.65圆8100/250 3.00142.00圆6.5150圆6.51501.751.001000锚桩3800静压桩 16140.65圆8100/250 3.00142.00圆6.5150圆6.51501.500.50800静压桩11000静压桩 16180.65圆8100/250 3.00142

39、.00圆6.5150圆6.51501.750.501000静压桩2共主筋保护层50护壁保护层50护壁每节配筋高度440桩型主筋箍筋加劲箍护壁水平筋护壁纵筋静压桩生成编码桩径备注栏直径根数出顶高度(m)直径间距加密区高度(m)直径间距(m)直径间距直径间距扩桩头高度(m)主筋出土高度(m)人人 工工 挖挖 孔孔 桩桩 工工 程程 量量 计计 算算 表表工程名称： *氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏桩身长实量（m）见 岩 高 度 统 计 栏(m)入岩总深度(m)合计入岩方量（m）入土总深度(m)合计入土方量（m）桩孔砼浇灌量（m）破桩头（m）设计桩顶标高（m）自然地坪标高（m）标高

40、差值（m）一次二次三次桩身段扩 底 段合计(m)桩身段扩 底 段合计(m)半边土段（m）土层段合计见岩 半边土 见岩 半边土 见岩h2段 h1段 h3段h2段 h1段01-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61002-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61003-1.900-1.9000.0004.003.250.000.000.500.250.75

41、1.602.251.000.003.250.005.0125.016.61004-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61005-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61006-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61007-1.90

42、0-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61008-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61009-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42010-1.200-1.2000.0004.003.250.000.050.500.200.750.98

43、2.500.750.003.25-0.023.4633.444.42011-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42012-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42013-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61014-1.900

44、-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61015-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61016-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61017-1.900-1.9000.0004.003.250.000.000.500.250.751.602.

45、251.000.003.250.005.0125.016.61018-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61019-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61020-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61021-1.200-1.20

46、00.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42022-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.420人人 工工 挖挖 孔孔 桩桩 工工 程程 量量 计计 算算 表表工程名称： *氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏桩身长实量（m）见 岩 高 度 统 计 栏(m)入岩总深度(m)合计入岩方量（m）入土总深度(m)合计入土方量（m）桩孔砼浇灌量（m）破桩头（m）设计桩顶标

47、高（m）自然地坪标高（m）标高差值（m）一次二次三次桩身段扩 底 段合计(m)桩身段扩 底 段合计(m)半边土段（m）土层段合计见岩 半边土 见岩 半边土 见岩h2段 h1段 h3段h2段 h1段23-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42024-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42025-1.900-1.9000.0004.003.250.0

48、00.000.500.250.751.602.251.000.003.250.005.0125.016.61026-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61027-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.0125.016.61028-1.900-1.9000.0004.003.250.000.000.500.250.751.602.251.000.003.250.005.01

49、25.016.61029-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42030-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42031-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42032-1.200-1.2000.0004.003.250.000

50、.050.500.200.750.982.500.750.003.25-0.023.4633.444.42033-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42034-1.200-1.2000.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42035-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.

51、4633.444.42036-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42037-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42038-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42039-7.870-7.8700.0004.003.250.0

52、00.050.500.200.750.982.500.750.003.25-0.023.4633.444.42040-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42041-7.870-7.8700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.023.4633.444.42042-8.370-8.3700.0004.003.250.000.050.500.200.750.982.500.750.003.25-0.02

53、3.4633.444.420合计：53.57176.0229.50人人 工工 挖挖 孔孔 桩桩 工工 程程 量量 计计 算算 表表工程名称： *氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏桩身长实量（m）见 岩 高 度 统 计 栏(m)入岩总深度(m)合计入岩方量（m）入土总深度(m)合计入土方量（m）桩孔砼浇灌量（m）破桩头（m）设计桩顶标高（m）自然地坪标高（m）标高差值（m）一次二次三次桩身段扩 底 段合计(m)桩身段扩 底 段合计(m)半边土段（m）土层段合计见岩 半边土 见岩 半边土 见岩h2段 h1段 h3段h2段 h1段计算简图：桩号=02总开挖深度=4.00开挖井口宽度=3

54、自然地面标高=-1.9标高差值=0米总开挖深度4米设计桩顶标高=-1.9上表皮土层标高-5.15,一次见岩h2含土层=1一次见岩深度=3.250土层段土方量5.012半边土层深度=0.000其中桩身段土方3.221,扩大头段土方1.792,半边土方量0二次岩石层半边土层二次见岩深度=0.000半边土层深度=0.000计算简图：桩号=02总开挖深度=4.00开挖井口宽度=3二次岩石层半边土层三次见岩深度=0.000h2=缩口宽度= 1.1501.000h1=0.500-5.900h3=0.250总开挖深度4米计算简图：桩号=02总开挖深度=4.00开挖井口宽度=3桩径D0= 1.00扩底宽度=1

55、.8共人人 工工 挖挖 孔孔 桩桩 工工 程程 量量 计计 算算 表表工程名称： *氧化铝三期工程石灰卸车及石灰仓工程桩号标 高 栏桩身长实量（m）见 岩 高 度 统 计 栏(m)入岩总深度(m)合计入岩方量（m）入土总深度(m)合计入土方量（m）桩孔砼浇灌量（m）破桩头（m）设计桩顶标高（m）自然地坪标高（m）标高差值（m）一次二次三次桩身段扩 底 段合计(m)桩身段扩 底 段合计(m)半边土段（m）土层段合计见岩 半边土 见岩 半边土 见岩h2段 h1段 h3段h2段 h1段01-1.900-0.4391.4617.704.901.051.000.500.252.804.894.900.0

56、00.004.900.007.0147.0111.91 2.09102-1.900-0.4811.4198.726.006.507.620.500.350.500.251.603.946.470.650.007.120.848.5889.4313.37 2.03103-1.900-0.4701.4307.854.901.201.000.500.252.955.114.900.000.004.900.007.0147.0112.12 2.04704-1.900-0.4091.4917.604.900.951.000.500.252.704.754.900.000.004.900.007.0147

57、.0111.76 2.13405-1.900-0.2721.6288.255.406.807.521.100.300.480.252.134.235.400.700.026.120.747.7298.4712.692.3306-1.900-0.3701.5308.207.200.000.250.500.251.002.206.450.750.007.200.0210.4110.4312.622.1907-1.900-0.5121.3887.925.906.507.200.270.330.470.251.323.055.900.670.036.600.738.4459.1712.22 1.987

58、08-1.900-0.5011.3998.806.806.907.180.100.870.500.251.723.566.950.130.007.080.199.7339.9213.48 2.00309-1.200-0.4170.7838.226.206.406.750.200.770.500.201.672.176.520.030.006.550.196.446.638.81 0.81310-1.200-0.5410.6597.754.706.106.851.400.200.500.202.303.054.850.600.005.450.394.8825.278.32 0.68411-1.2

59、00-0.5190.6817.005.100.400.800.500.201.902.245.100.000.005.100.005.2975.307.54 0.70712-1.200-0.4800.7207.655.706.106.730.400.220.500.201.321.975.750.580.006.330.325.9216.248.22 0.74813-1.900-0.3021.5987.753.502.501.000.500.254.256.973.500.000.003.500.005.015.0111.98 2.28714-1.900-0.3391.5619.456.407

60、.308.620.900.080.500.251.734.176.800.920.007.721.089.16110.2414.41 2.23415-1.900-0.1991.7019.456.007.258.551.250.150.500.252.154.796.450.850.007.301.048.5889.6314.41 2.43516-1.900-0.2141.6868.606.107.007.550.750.450.500.251.954.006.100.550.006.650.478.7319.2013.20 2.41317-1.900-0.3391.56113.606.567.