深基坑支护工程量计算表格

1#地块基坑支护工程数量明细表（不含土石方、含计算式）,,,,,,,,,,,,,,,,,,,,,,

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序号,名称,单位,1-1剖面（支护长度45.10米）,2-2剖面（支护长度34.50米）,3-3剖面（支护长度20.00米）,4-4剖面（支护长度178.10米）,5-5剖面（支护长度50.40米）,6-6剖面（支护长度109.40米）,7-7剖面（支护长度138米）,8-8剖面（支护长度41.2米）,合计,设计数量表,施工图计算数量,设计计算数量,施工图计算数量,量差,备注,,名称,汇总,单位,

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1,300*300砖砌排水沟,m³,19.213,4.899,2.840,50.438,21.410,46.604,58.788,17.551,221.743,,,,,,,,砖砌,265.601,m³,

2,300*300砖砌排水沟M10砂浆抹面（厚20mm）,m³,3.193,0.814,0.472,8.406,3.447,7.746,9.770,2.917,36.766,,,,,,,,M10砂浆抹面（厚20mm）,173.367,m³,

3,300*300砖砌排水沟60mm碎石垫层,m³,4.708,1.201,0.696,12.396,5.262,74.061,14.407,4.301,117.032,,,,,,,,碎石垫层,127.106,m³,

4,中置φ8@200钢筋网片,kg,3175.435,1376.378,797.900,8977.877,3251.403,8113.071,10067.997,2854.460,38614.520,,,,,,,,HPB300φ8,46436.578,kg,46.437

,HRB400φ14钢筋钉,kg,567.538,70.629,41.071,1007.930,691.152,1483.944,1736.592,438.698,6037.554,,,,,,,,HRB400φ14,17337.183,kg,17.337

,HRB400φ14纵向拉筋,kg,\,301.160,174.586,1678.923,1332.936,3306.192,\,\,6793.797,,,,,,,,HRB400φ25,38447.324,kg,38.447

,HRB400φ14横向拉筋,kg,\,281.083,162.947,1508.507,670.824,1720.862,\,\,4344.223,,,,,,,,HRB400φ22,54309.451,kg,54.309

,冠梁预埋HRB400φ14,kg,\,23.854,13.829,123.904,\,\,\,\,161.587,,,,,,,,HRB400φ20,14406.447,kg,14.406

5,坑顶轻质围挡（高2m）,m,45.100,34.500,20.000,178.100,50.400,109.400,138.000,41.200,616.700,,,,,,,,HRB400φ16,5.688,kg,0.006

6,喷射C20砼（厚80mm）,㎡,803.908,348.450,202.000,2198.466,963.648,2047.421,2548.860,606.052,9718.805,,,,,,,,HRB400φ10,9626.074,kg,9.626

7,泄水孔φ48钢管@1500,kg,305.778,\,\,\,341.712,741.732,935.640,279.336,2604.198,,,,,,,,坑顶轻质围挡（高2m）,616.700,m,

,泄水孔@1500,个,150.333,\,\,\,170.000,365.000,460.000,137.333,1282.667,,,,,,,,喷射C20砼（厚80mm）,9718.805,㎡,

,尼龙纱布,m²,15.826,\,\,\,17.936,38.509,48.532,14.454,135.256,,,,,,,,泄水孔φ48钢管@1500,2604.198,kg,2.604

8,φ650三轴水泥土搅拌桩(L=12000@450),m,1202.667,\,\,\,\,\,3680.000,1098.667,5981.333,,,,,,,,尼龙纱布,1595.921,m²,

,"冠梁C15素混凝土垫层厚100,按超出梁边100计算",m³,\,4.830,2.800,24.934,\,\,\,\,32.564,,,,,,,,φ650三轴水泥土搅拌桩,13546.622,m,

9,冠梁C30砼1200*800,m³,\,33.120,19.200,341.952,\,\,\,\,394.272,,,,,,,,C15素混凝土垫层,45.464,m³,

,冠梁HRB400φ25,kg,\,1328.250,770.000,13713.700,\,\,\,\,15811.950,,,,,,,,C30砼,3992.691,m³,

,冠梁HPB300φ8,kg,\,691.784,401.058,5405.875,\,\,\,\,6498.717,,,,,,,,冠梁内插500*200*10*16H型钢,8359.050,m,

,冠梁内插500*200*10*16H型钢,m,\,320.250,\,8038.800,\,\,\,\,8359.050,,,,,,,,C20砼,75.755,m³,

10,角撑梁C30砼800*800,m³,\,57.050,\,\,\,\,\,\,57.050,,,,,,2-2包含3-3剖面,,φ325钢管换撑,13803.900,kg,13.804

,支撑连梁C30砼700*700,m³,\,17.346,\,\,\,\,\,\,17.346,,,,,,2-2包含3-3剖面,,钢立柱500*500,13.500,m,

,支撑连梁HRB400φ25,kg,\,7401.702,\,\,\,\,\,\,7401.702,,,,,,2-2包含3-3剖面,,排水盲沟φ200pvc管,772.600,m,

,支撑连梁HRB400φ22,kg,\,3388.951,\,\,\,\,\,\,3388.951,,,,,,2-2包含3-3剖面,,排水盲沟填筑狗头石,61.249,m³,

,支撑连梁HRB400φ20,kg,\,606.479,\,\,\,\,\,\,606.479,,,,,,2-2包含3-3剖面,,排水盲沟夯填黏土隔水层,7.520,m³,

,支撑连梁HPB300φ8,kg,\,658.505,\,\,\,\,\,\,658.505,,,,,,2-2包含3-3剖面,,集水井内填500厚砂卵砾石,4.419,m³,

11,腰梁C30砼800*900,m³,\,24.840,14.400,\,\,\,\,\,39.240,,,,,,,,预制集水井D=800（间距30米设置一口;高2000mm）,32.200,m,

,腰梁HRB400φ25吊筋,kg,\,,,,\,\,\,\,0.000,,,,,,,,,,,

,腰梁HRB400φ25（包含锚入桩内和腰梁）,kg,\,2694.453,1562.099,\,\,\,\,\,4256.552,,,,,,,,,,,

,腰梁HRB400φ20,kg,\,681.720,395.200,\,\,\,\,\,1076.920,,,,,,,,,,,

,腰梁HPB300φ8@200,kg,\,333.874,193.550,\,\,\,\,\,527.424,,,,,,,,,,,

12,C20砼填充,m³,\,47.955,27.800,\,\,\,\,\,75.755,,,,,,,,,,,

13,φ325钢管换撑,kg,\,13803.900,\,\,\,\,\,\,13803.900,,,,,,,,,,,

14,φ650三轴水泥土搅拌桩(L=17000@450),m,\,1303.333,755.556,\,\,\,\,\,2058.889,,,,,,,,,,,

15,φ1000旋挖灌注桩C30砼(L=20000@14000),m³,\,395.876,\,\,\,\,\,\,395.876,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ22通长纵筋,kg,\,29415.275,\,\,\,\,\,\,29415.275,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ20@1500加强筋,kg,\,2333.763,\,\,\,\,\,\,2333.763,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ10螺旋箍筋,kg,\,5717.716,\,\,\,\,\,\,5717.716,,,,,,,,疑问：1、2-2剖面HRB400φ25吊筋尺寸为明确，间距是否等同于桩距。2、冠梁GL1配筋图是否沿用冠梁GL3配筋图。3、基坑支护结构是否抗震。4、降水井及φ200PVC排水管平面布置情况未说明。5、图纸标注为60厚碎石垫层，设计说明为60厚C10素混凝土垫层。6、支撑连梁LL配筋大样梁底面主筋是否为10φ22还是7φ22。7、标注单位未统一，标注有误，如旋挖桩φ1000，L=20000@14000。,,,

16,立柱桩φ1000C30砼（12米）,m³,\,9.420,\,\,\,\,\,\,9.420,,,,,,,,,,,

,钢立柱500*500,m,\,13.500,\,\,\,\,\,\,13.500,,,,,,,,,,,

,L=12M立柱桩φ1000HRB400φ22主筋,kg,\,572.816,\,\,\,\,\,\,572.816,,,,,,,,,,,

,立柱与钢立柱桩连接筋HRB400φ16,kg,\,5.688,\,\,\,,\,\,5.688,,,,,,,,,,,

,立柱桩φ1000HRB400φ14@2000加强筋,kg,\,0.022,\,\,\,\,\,\,0.022,,,,,,,,,,,

,立柱桩φ1000HPB300φ10箍筋,kg,\,148.210,\,\,\,\,\,\,148.210,,,,,,,,,,,

17,φ1000旋挖灌注桩C30砼(L=22000@14000),m³,\,\,229.962,\,\,\,\,\,229.962,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ22通长纵筋,kg,\,\,18790.534,\,\,\,\,\,18790.534,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ20@1500加强筋,kg,\,\,1495.314,\,\,\,\,\,1495.314,,,,,,,,,,,

,φ1000旋挖灌注桩HRB400φ10螺旋箍筋,kg,\,\,3654.524,\,\,\,\,\,3654.524,,,,,,,,,,,

18,φ200PVC排水管,m,,\,\,\,\,\,,,0.000,,,,,,,,,,,

19,400厚连板C30砼,m³,\,\,\,85.488,\,\,\,\,85.488,,,,,,,,,,,

,HRB400φ25@200上下双层布置,kg,\,\,\,10977.120,\,\,\,\,10977.120,,,,,,,,,,,

,HRB400φ20,kg,\,\,\,6158.698,\,\,\,\,6158.698,,,,,,,,,,,

,HPB300φ8,kg,\,\,\,137.413,\,\,\,\,137.413,,,,,,,,,,,

20,φ650三轴水泥土搅拌桩(L=14000@450),m,\,\,\,\,1582.000,\,\,\,1582.000,,,,,,,,,,,

21,φ650三轴水泥土搅拌桩(L=13000@450),m,\,\,\,\,\,3172.000,\,\,3172.000,,,,,,,,,,,

22,一级沉淀池碎石垫层（厚10cm）,m³,\,\,\,1.452,0.968,\,1.936,2.904,7.260,,,,,,,,,,,

,一级沉淀池C15砼垫层（厚15cm）,m³,\,\,\,1.800,1.200,\,2.400,3.600,9.000,,,,,,,,,,,

,一级沉淀池M7.5砂浆机制砖砌（240mm）,m³,\,\,\,4.251,4.284,\,9.126,13.689,31.349,,,,,,,,,,,

,一级沉淀池内侧M10水泥砂浆抹面（20mm）,m²,\,\,\,25.536,21.037,\,8.208,12.312,67.093,,,,,,,,,,,

23,四级沉淀池碎石垫层（厚10cm）,m³,1.474,\,\,\,\,1.340,\,\,2.814,,,,,,,,,,,

,四级沉淀池C15砼垫层（厚15cm）,m³,1.950,\,\,\,\,1.950,\,\,3.900,,,,,,,,,,,

,四级沉淀池M7.5砂浆红砖砌筑（240mm）,m³,6.326,\,\,\,\,6.182,\,\,12.508,,,,,,,,,,,

,四级沉淀池内侧M10水泥砂浆抹面（20mm）,m²,38.782,\,\,\,\,30.726,\,\,69.508,,,,,,,,,,,

24,排水盲沟φ200pvc管,m,42.400,34.500,20.000,356.200,50.400,89.900,138.000,41.200,772.600,,,,,,,,,,,

,排水盲沟填筑狗头石,m³,3.563,2.726,1.580,28.140,3.982,7.102,10.902,3.255,61.249,,,,,,,,,,,

,排水盲沟夯填黏土隔水层,m³,0.437,0.335,0.194,3.455,0.489,0.872,1.339,0.400,7.520,,,,,,,,,,,

,60目尼龙网3-4层,m²,84.968,64.998,37.680,671.081,94.954,169.372,259.992,77.621,1460.665,,,,,,,,,,,

25,集水井内填500厚砂卵砾石,m³,0.251,0.251,\,1.256,0.500,0.754,1.156,0.251,4.419,,,,,,,,,,,

,预制集水井D=800（间距30米设置一口;高2000mm）,m,1.700,1.700,\,9.880,3.400,6.000,7.820,1.700,32.200,,,,,,,,,,