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1、人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（查查表表计计算算）部位项目直径m桩长m数量挖孔土方深m 护壁厚m 护壁表量m3 护壁工程量m30.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.
2、000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.
3、000.000.000.000.000.000.000.000.000.000.000.000.000.00桩心表量m3桩心工程量m3 挖石方m3挖土方m3D10内内圆圆钢钢kg D6D8单根长m单根数合计单根长m0.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.00
4、0000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.00000人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（查查表表计计算算）0.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.
5、000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000
6、.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.00000D10以以上上圆圆钢钢kg D10D12D14单根数合计单根长m单根数合计单根长m单
7、根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10内内圆圆钢钢kg D800000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
8、0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D16D18D20单根数合计单根长m单根数合计单根长m单根数合计单根长m00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
9、0000000000000D10以以上上圆圆钢钢kg D14000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
10、000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D12螺螺纹纹纲纲D14螺螺纹纹纲纲D16单根数合计单根长m单根数合计单根长m单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D20000000000000000000000000000000000000000000000000000000000000000000000000
11、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲D18螺螺纹纹纲纲D20螺螺纹纹纲纲D22单根数合计单根长m单根数合计单根长m单根数合计单根长m000
12、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D16000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
13、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000护壁模板螺螺纹纹纲纲D24螺螺纹纹纲纲D25单根数合计单根长m单根数合计单根长m单根数合计m20000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
14、000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲D22000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
15、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000人人工工挖挖孔孔灌灌注注桩桩工工程程量量计计算算表表（近近似似计计算算）部位项目直径m桩长m数量扩大头大直径m 扩大头长h1m 扩大头帽高h2m 护壁厚m 挖石方深m 挖土方m3 挖石方m3 护壁m3桩心砼m3000.000.0000
16、0.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.0000
17、0.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.0000
18、0.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.0000
19、0.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.0000
20、0.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00000.000.00计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*
21、3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量注:桩心工程量计算公式中的护壁三角空间底边长以0表示,计算时需依据施工图的数据填入.D10内内圆圆钢钢kg D10以以上上圆圆钢钢kg D6D8D10D12D14D16单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m单根数合计单根长m 单根数0000000000000000000000000
22、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
23、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
24、0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量螺螺纹纹
25、纲纲D18D20螺螺纹纹纲纲D12螺螺纹纹纲纲D14螺螺纹纹纲纲D16螺螺纹纹纲纲D18合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m 单根数合计单根长m000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10以以上上圆圆钢钢kg 000000000000000000000000000000000000000000
26、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
27、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
28、000000000000000000000000000000000000000000000000000000000000000000000000000000000000计算公式:桩心体积=(桩长-扩大头高-扩大头帽高)*(桩直径+护壁三角空间底边长)/2*(桩直径+护壁三角空间底边长)/2*3.13+3.13*扩大头高*(桩直径+护壁三空间底边长*2)/2*(桩直径+护壁三角空间底边长*2)/2+扩大头直径/2*扩大头直径/2+(桩直径+护壁三角空间底边长*2)/2*扩大头直径/2/3+扩大头直径/2*扩大头直径/2*3.14*扩大头帽高/5*3*桩数量护壁模板螺螺纹纹纲纲D20螺螺纹纹纲纲D
29、22螺螺纹纹纲纲D24螺螺纹纹纲纲D25单根数合计单根长m 单根数合计单根长m单根数合计单根长m单根数合计单根长m 单根数合计m2000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹纲纲螺螺纹纹纲纲D180000000000000000000000000000000000000000000000000000000000000000000000000000
30、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
31、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
32、00000000000000000000000000000000000000000000000000现现浇浇钢钢筋筋砼砼有有梁梁式式筏筏板板基基础础工工程程量量计计算算表表部位项目底板长m 底板宽m底板厚m 底板增减体积m3（需计算）地梁宽m 地梁净高m地梁净长m 地梁数量 单位基础体积D10内内圆圆钢钢kg D6D8单根长m单根数合计单根长m单根数m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.0
33、00m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000现现浇浇钢钢筋筋砼砼有有梁梁式式筏筏板板基基础础工工程程量量计计算算表表m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30
34、.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m3
35、0.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000m30.000D10外外园园钢钢D10D12D14合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D10内内圆圆钢钢kg 000000000000000000000000000000000
36、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000D16D18D20合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000
37、000000000000000000000000000000000000000D10外外园园钢钢000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹钢钢螺螺纹纹D12螺螺纹纹D14螺螺纹纹D16合计单
38、根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
39、000000000000000000000000000000000000000000000000000000000000螺螺纹纹D18螺螺纹纹D20螺螺纹纹D22合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹钢钢000000000000000000000000000000000000000000000000000000000000000000000000
40、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹D24螺螺纹纹D25螺螺纹纹D26合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
41、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000板侧模板螺螺纹纹D28螺螺纹纹D32（需计算）合计单根长m单根数合计单根长m单根数合计m2000000000000000000000
42、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
43、000000000000000现现浇浇钢钢筋筋砼砼无无梁梁式式筏筏板板基基础础工工程程量量计计算算表表部位项目长m宽m厚m增减体积m3（需计算）单位基础体积D10内内圆圆钢钢kg D6D8D10单根长m 单根数合计单根长m单根数合计单根长m 单根数m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000
44、m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.
45、0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000
46、m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000m30.0000D10外外园园钢钢螺螺纹纹钢钢D12D14D16D18D20螺螺纹纹D12合计单根长m 单根数合计单根长m 单根数合计单根长m单根数合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
47、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
48、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹D14螺螺纹纹D16螺
49、螺纹纹D18螺螺纹纹D20螺螺纹纹D22螺螺纹纹D24合计单根长m单根数合计单根长m单根数合计单根长m单根数合计单根长m单根数合计单根长m单根数合计单根长m单根数000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000螺螺纹纹钢钢螺螺纹纹D1200000000000000000000000000000000000000000000000000000000000000000000000000
50、000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000