框格式地下连续墙竣工工程量计算书.docx
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框格式地下连续墙竣工工程量计算书
雅砻江桐子林水电站导流明渠工程
框格式地下连续墙工程完(竣)工工程量计算书
合同项目编号:
TZLC-200901合同项目名称:
框格式地下连续墙一字槽钢筋计量
单位:
t计算工程量:
1229.498t
一、计算依据:
1、设计施工图:
导流明渠框格式地下连续墙一字槽配筋图(1/6~6/6),图号:
CD79SG-61-3(7~12)。
2、设计通知单
桐子林工程设计通知(桐设导流[2010]007号总(009)号)
3、工程联系单(监理指令):
⑴【编号:
2009-导-001号】,“监理工程师指令”。
⑵【编号:
2010-导-001号】,“监理工程师指令”。
二、计算式
框格式地下连续墙一字槽钢筋计量包括φ32竖直桁架、地连墙一字槽32加劲×筋、地连墙一字槽水平受力筋、地连墙一字槽竖直受力筋等钢筋重量,核算高程为EL982.00m,因此框格式地下连续墙一字槽钢筋总重量=φ32竖直桁架+地连墙一字槽32加劲×筋+地连墙一字槽水平受力筋+地连墙一字槽竖直受力筋=1229.498t。
1、φ32竖直桁架
φ32竖直桁架=(竖直桁架竖筋排数×(钢筋笼长度÷竖向间距+4根)×每根长度+竖直桁架横筋排数×(钢筋笼长度÷竖向间距+4根)×每根长度)×钢筋单位重量=(6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/100。
例如:
地连墙一字槽C8-3号槽段,钢筋笼平均长度为10.91m,因此该槽段竖直桁架工程量为:
φ32竖直桁架=(竖直桁架竖筋排数×(钢筋笼长度÷竖向间距+4根)×每根长度+竖直桁架横筋排数×(钢筋笼长度÷竖向间距+4根)×每根长度)×钢筋单位重量=(6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/100=1389.53kg。
框格式地连墙一
字槽共70个槽段,φ32竖直桁架总重量为144255.98kg。
φ32竖直桁架具体工程量详见表1。
框格式地连墙一字槽φ32竖直桁架工程量表.1
序号
槽孔编号
槽长(cm)
平均孔深(cm)
钢筋笼长度(cm)
32竖直桁架(kg)
计算公式
1
CA-1
863
1750
950
1258.13
(6*(950/100+4)*146+6*(950/100+4)*100)*6.314/100
2
CA-2
860
2068
1268
1554.49
(6*(1268/100+4)*146+6*(1268/100+4)*100)*6.314/100
3
CA-3
860
2668
1868
2113.65
(6*(1868/100+4)*146+6*(1868/100+4)*100)*6.314/100
4
CA-6
860
3727
2927
3100.59
(6*(2927/100+4)*146+6*(2927/100+4)*100)*6.314/100
5
CA-7
860
3752
2952
3123.88
(6*(2952/100+4)*146+6*(2952/100+4)*100)*6.314/100
6
CA-8
860
3833
3033
3199.37
(6*(3033/100+4)*146+6*(3033/100+4)*100)*6.314/100
7
CA-9
860
3822
3022
3189.12
(6*(3022/100+4)*146+6*(3022/100+4)*100)*6.314/100
8
CA-10
860
3925
3125
3285.11
(6*(3125/100+4)*146+6*(3125/100+4)*100)*6.314/100
9
CA-4
860
2841
2041
2274.88
(6*(2041/100+4)*146+6*(2041/100+4)*100)*6.314/100
10
CA-5
860
3356
2556
2754.83
(6*(2556/100+4)*146+6*(2556/100+4)*100)*6.314/100
11
CA-11
800
4033
3233
3385.76
(6*(3233/100+4)*146+6*(3233/100+4)*100)*6.314/100
12
CA-12
779
4038
4038
4135.98
(6*(4038/100+4)*146+6*(4038/100+4)*100)*6.314/100
13
CC-3
922
1816
1016
1319.64
(6*(1016/100+4)*146+6*(1016/100+4)*100)*6.314/100
14
CC-5
922
2303
1503
1773.49
(6*(1503/100+4)*146+6*(1503/100+4)*100)*6.314/100
15
C1-1
860
1714
914
1224.58
(6*(914/100+4)*146+6*(914/100+4)*100)*6.314/100
16
CB-8
883
2978
2178
2402.56
(6*(2178/100+4)*146+6*(2178/100+4)*100)*6.314/100
17
CC-4
922
2365
1565
1831.27
(6*(1565/100+4)*146+6*(1565/100+4)*100)*6.314/100
18
CB-3
883
1800
1000
1304.72
(6*(1000/100+4)*146+6*(1000/100+4)*100)*6.314/100
19
CB-1
886
1394
594
926.35
(6*(594/100+4)*146+6*(594/100+4)*100)*6.314/100
20
CB-6
883
3268
2468
2672.82
(6*(2468/100+4)*146+6*(2468/100+4)*100)*6.314/100
21
CB-4
883
2137
1337
1618.79
(6*(1337/100+4)*146+6*(1337/100+4)*100)*6.314/100
22
CC-2
922
1431
631
960.84
(6*(631/100+4)*146+6*(631/100+4)*100)*6.314/100
23
CB-2
883
1578
778
1097.83
(6*(778/100+4)*146+6*(778/100+4)*100)*6.314/100
24
CB-5
883
2859
2059
2291.66
(6*(2059/100+4)*146+6*(2059/100+4)*100)*6.314/100
25
C6-1
860
3268
2468
2672.82
(6*(2468/100+4)*146+6*(2468/100+4)*100)*6.314/100
26
C3-1
860
2067
1267
1553.55
(6*(1267/100+4)*146+6*(1267/100+4)*100)*6.314/100
27
CC-6
858
2614
1814
2063.33
(6*(1814/100+4)*146+6*(1814/100+4)*100)*6.314/100
28
CB-10
883
2902
2102
2331.73
(6*(2102/100+4)*146+6*(2102/100+4)*100)*6.314/100
29
C4-2
1030
1768
968
1274.90
(6*(968/100+4)*146+6*(968/100+4)*100)*6.314/100
30
CB-7
883
3003
2203
2425.86
(6*(2203/100+4)*146+6*(2203/100+4)*100)*6.314/100
31
C5-2
915
1865
1065
1365.30
(6*(1065/100+4)*146+6*(1065/100+4)*100)*6.314/100
32
C7-1
860
3365
2565
2763.22
(6*(2565/100+4)*146+6*(2565/100+4)*100)*6.314/100
33
CB-11
821
3170
2370
2581.49
(6*(2370/100+4)*146+6*(2370/100+4)*100)*6.314/100
34
C2-1
860
1564
764
1084.79
(6*(764/100+4)*146+6*(764/100+4)*100)*6.314/100
35
C12-1
860
4068
4068
4163.94
(6*(4068/100+4)*146+6*(4068/100+4)*100)*6.314/100
36
C11-3
830
2783
1983
2220.83
(6*(1983/100+4)*146+6*(1983/100+4)*100)*6.314/100
37
C9-3
830
2205
1405
1682.16
(6*(1405/100+4)*146+6*(1405/100+4)*100)*6.314/100
38
C5-1
860
2713
1913
2155.59
(6*(1913/100+4)*146+6*(1913/100+4)*100)*6.314/100
39
C4-1
860
2156
1356
1636.50
(6*(1356/100+4)*146+6*(1356/100+4)*100)*6.314/100
40
C11-1
860
3833
3833
3944.93
(6*(3833/100+4)*146+6*(3833/100+4)*100)*6.314/100
41
C10-1
860
3491
2691
2880.65
(6*(2691/100+4)*146+6*(2691/100+4)*100)*6.314/100
42
C12-2
860
3823
3023
3190.05
(6*(3023/100+4)*146+6*(3023/100+4)*100)*6.314/100
43
C9-1
860
2905
2105
2334.53
(6*(2105/100+4)*146+6*(2105/100+4)*100)*6.314/100
44
C10-2
830
3023
2223
2444.50
(6*(2223/100+4)*146+6*(2223/100+4)*100)*6.314/100
45
CB-9
860
2655
1855
2101.54
(6*(1855/100+4)*146+6*(1855/100+4)*100)*6.314/100
46
C1-2
860
1321
521
858.32
(6*(521/100+4)*146+6*(521/100+4)*100)*6.314/100
47
C12-3
830
3471
2671
2862.01
(6*(2671/100+4)*146+6*(2671/100+4)*100)*6.314/100
48
C3-2
860
1505
705
1029.80
(6*(705/100+4)*146+6*(705/100+4)*100)*6.314/100
49
C11-2
860
3305
2505
2707.30
(6*(2505/100+4)*146+6*(2505/100+4)*100)*6.314/100
50
C8-2
830
2455
1655
1915.15
(6*(1655/100+4)*146+6*(1655/100+4)*100)*6.314/100
51
C6-3
830
1605
805
1123.00
(6*(805/100+4)*146+6*(805/100+4)*100)*6.314/100
52
C7-3
830
1891
1091
1389.53
(6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/100
53
C9-5
730
1520
720
1043.78
(6*(720/100+4)*146+6*(720/100+4)*100)*6.314/100
54
C8-1
860
3182
2382
2592.67
(6*(2382/100+4)*146+6*(2382/100+4)*100)*6.314/100
55
C2-2
860
1354
554
889.08
(6*(554/100+4)*146+6*(554/100+4)*100)*6.314/100
56
C10-5
860
2257
1457
1730.62
(6*(1457/100+4)*146+6*(1457/100+4)*100)*6.314/100
57
C12-5
860
2555
1755
2008.34
(6*(1755/100+4)*146+6*(1755/100+4)*100)*6.314/100
58
C12-6
860
1982
1182
1474.34
(6*(1182/100+4)*146+6*(1182/100+4)*100)*6.314/100
59
C11-6
860
1704
904
1215.26
(6*(904/100+4)*146+6*(904/100+4)*100)*6.314/100
60
C11-4
830
2647
1847
2094.08
(6*(1847/100+4)*146+6*(1847/100+4)*100)*6.314/100
61
C9-2
830
2284
1484
1755.79
(6*(1484/100+4)*146+6*(1484/100+4)*100)*6.314/100
62
C12-4
830
3123
2323
2537.69
(6*(2323/100+4)*146+6*(2323/100+4)*100)*6.314/100
63
C10-3
830
2657
1857
2103.40
(6*(1857/100+4)*146+6*(1857/100+4)*100)*6.314/100
64
C10-4
830
2057
1257
1544.24
(6*(1257/100+4)*146+6*(1257/100+4)*100)*6.314/100
65
C7-2
830
2721
1921
2163.05
(6*(1921/100+4)*146+6*(1921/100+4)*100)*6.314/100
66
C6-2
830
2633
1833
2081.04
(6*(1833/100+4)*146+6*(1833/100+4)*100)*6.314/100
67
C9-4
860
1811
1011
1314.98
(6*(1011/100+4)*146+6*(1011/100+4)*100)*6.314/100
68
C8-4
860
1505
705
1029.80
(6*(705/100+4)*146+6*(705/100+4)*100)*6.314/100
69
C11-5
860
2257
1457
1730.62
(6*(1457/100+4)*146+6*(1457/100+4)*100)*6.314/100
70
C8-3
830
1891
1091
1389.53
(6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/100
合计
60124
180390
126790
144255.98
2、框格式地连墙一字槽φ32加劲“×”筋
φ32加劲“×”筋=φ32加劲×筋面数×每面根数×每根长度×单位重量
例如:
地连墙一字槽C8-3号槽段,钢筋笼平均长度为10.91m,因此该槽段φ32加劲×筋工程量=加劲×筋面数×每面根数×每根长度×单位重量=2*2*(1091/600)*POWER(((830-150)*(830-150)+360000),0.5)*6.314/100=416.47。
其中POWER(((830-150)*(830-150)+360000),0.5)为每根长度。
框格式地连墙一字槽共70个槽段,φ32加劲×筋总重量为51187.52kg。
φ32加劲×筋具体工程量详见表2
φ32加劲×筋工程量表.2
序号
槽孔编号
槽长(cm)
平均孔深(cm)
钢筋笼长度(cm)
32加劲×撑(kg)
计算公式
1
CA-1
863
1750
950
388.15
2*2*(950/600)*POWER(((863-100)*(863-100)+360000),0.5)*6.314/100
2
CA-2
860
2068
1268
516.82
2*2*(1268/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
3
CA-3
860
2668
1868
761.38
2*2*(1868/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
4
CA-6
860
3727
2927
1193.01
2*2*(2927/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
5
CA-7
860
3752
2952
1203.20
2*2*(2952/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
6
CA-8
860
3833
3033
1236.22
2*2*(3033/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
7
CA-9
860
3822
3022
1231.73
2*2*(3022/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
8
CA-10
860
3925
3125
1273.71
2*2*(3125/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
9
CA-4
860
2841
2041
831.89
2*2*(2041/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
10
CA-5
860
3356
2556
1041.80
2*2*(2556/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
11
CA-11
800
4033
3233
1254.67
2*2*(3233/600)*POWER(((800-100)*(800-100)+360000),0.5)*6.314/100
12
CA-12
779
4038
4038
1540.15
2*2*(4038/600)*POWER(((779-100)*(779-100)+360000),0.5)*6.314/100
13
CC-3
922
1816
1016
435.23
2*2*(1016/600)*POWER(((922-100)*(922-100)+360000),0.5)*6.314/100
14
CC-5
922
2303
1503
643.85
2*2*(1503/600)*POWER(((922-100)*(922-100)+360000),0.5)*6.314/100
15
C1-1
860
1714
914
372.54
2*2*(914/600)*POWER(((860-100)*(860-100)+360000),0.5)*6.314/100
16
CB-8
883
2978
2178
904.37
2*2*(2178/600)*POWER(((883-100)*(883-100)+360000),0.5)*6.314/100
17
CC-4
922
2365
1565
670.41
2*2*(1565/600)*POWER(((922-100)*(922-100)+360000),0.5)*6.314/100
18
CB-3
883
1800
1000
415.23
2*2*(1000/600)*POWER(((883-100)*(883-100)+360000),0.5)*6.314/100
19
CB-1
886
1394
594
247.24
2*2*(594/600)*POWER(((886-100)*(886-100)+360000),0.5)*6.314/100
20
CB-6
883
3268
2468
1024.79
2*2*(2468/600)*POWER(((883-100)*(883-100)+360000),0.5)*6.314/100
21
CB-4
883
2137
1337
555.16
2*2*(1337/600)*POWER(((883-100)*(883-100)+3