框格式地下连续墙竣工工程量计算书.docx

1、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（1/66/6），图号：CD79 SG-61-3(712)。2、设计通知单桐子林工程设计通知（桐设导流2010007号 总（009）号）3、工程联系单（监理指令）：【编号：2009-导-001号】，“监理工程师指令”。【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

2、筋计量包括32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=32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、32竖直桁架32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,

3、因此该槽段竖直桁架工程量为：32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，32竖直桁架总重量为144255.98kg。32竖直桁架具体工程量详见表1。框格式地连墙一字槽32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-1863 1750 950 1258.13 (6*(950/100

4、+4)*146+6*(950/100+4)*100)*6.314/1002 CA-2860 2068 1268 1554.49 (6*(1268/100+4)*146+6*(1268/100+4)*100)*6.314/1003 CA-3860 2668 1868 2113.65 (6*(1868/100+4)*146+6*(1868/100+4)*100)*6.314/1004 CA-6860 3727 2927 3100.59 (6*(2927/100+4)*146+6*(2927/100+4)*100)*6.314/1005 CA-7860 3752 2952 3123.88 (6*(2

5、952/100+4)*146+6*(2952/100+4)*100)*6.314/1006 CA-8860 3833 3033 3199.37 (6*(3033/100+4)*146+6*(3033/100+4)*100)*6.314/1007 CA-9860 3822 3022 3189.12 (6*(3022/100+4)*146+6*(3022/100+4)*100)*6.314/1008 CA-10860 3925 3125 3285.11 (6*(3125/100+4)*146+6*(3125/100+4)*100)*6.314/1009 CA-4860 2841 2041 2274

6、.88 (6*(2041/100+4)*146+6*(2041/100+4)*100)*6.314/10010 CA-5860 3356 2556 2754.83 (6*(2556/100+4)*146+6*(2556/100+4)*100)*6.314/10011 CA-11800 4033 3233 3385.76 (6*(3233/100+4)*146+6*(3233/100+4)*100)*6.314/10012 CA-12779 4038 4038 4135.98 (6*(4038/100+4)*146+6*(4038/100+4)*100)*6.314/10013 CC-3922

7、1816 1016 1319.64 (6*(1016/100+4)*146+6*(1016/100+4)*100)*6.314/10014 CC-5922 2303 1503 1773.49 (6*(1503/100+4)*146+6*(1503/100+4)*100)*6.314/10015 C1-1860 1714 914 1224.58 (6*(914/100+4)*146+6*(914/100+4)*100)*6.314/10016 CB-8883 2978 2178 2402.56 (6*(2178/100+4)*146+6*(2178/100+4)*100)*6.314/10017

8、 CC-4922 2365 1565 1831.27 (6*(1565/100+4)*146+6*(1565/100+4)*100)*6.314/10018 CB-3883 1800 1000 1304.72 (6*(1000/100+4)*146+6*(1000/100+4)*100)*6.314/10019 CB-1886 1394 594 926.35 (6*(594/100+4)*146+6*(594/100+4)*100)*6.314/10020 CB-6883 3268 2468 2672.82 (6*(2468/100+4)*146+6*(2468/100+4)*100)*6.3

9、14/10021 CB-4883 2137 1337 1618.79 (6*(1337/100+4)*146+6*(1337/100+4)*100)*6.314/10022 CC-2922 1431 631 960.84 (6*(631/100+4)*146+6*(631/100+4)*100)*6.314/10023 CB-2883 1578 778 1097.83 (6*(778/100+4)*146+6*(778/100+4)*100)*6.314/10024 CB-5883 2859 2059 2291.66 (6*(2059/100+4)*146+6*(2059/100+4)*100

10、)*6.314/10025 C6-1860 3268 2468 2672.82 (6*(2468/100+4)*146+6*(2468/100+4)*100)*6.314/10026 C3-1860 2067 1267 1553.55 (6*(1267/100+4)*146+6*(1267/100+4)*100)*6.314/10027 CC-6858 2614 1814 2063.33 (6*(1814/100+4)*146+6*(1814/100+4)*100)*6.314/10028 CB-10883 2902 2102 2331.73 (6*(2102/100+4)*146+6*(21

11、02/100+4)*100)*6.314/10029 C4-21030 1768 968 1274.90 (6*(968/100+4)*146+6*(968/100+4)*100)*6.314/10030 CB-7883 3003 2203 2425.86 (6*(2203/100+4)*146+6*(2203/100+4)*100)*6.314/10031 C5-2915 1865 1065 1365.30 (6*(1065/100+4)*146+6*(1065/100+4)*100)*6.314/10032 C7-1860 3365 2565 2763.22 (6*(2565/100+4)

12、*146+6*(2565/100+4)*100)*6.314/10033 CB-11821 3170 2370 2581.49 (6*(2370/100+4)*146+6*(2370/100+4)*100)*6.314/10034 C2-1860 1564 764 1084.79 (6*(764/100+4)*146+6*(764/100+4)*100)*6.314/10035 C12-1860 4068 4068 4163.94 (6*(4068/100+4)*146+6*(4068/100+4)*100)*6.314/10036 C11-3830 2783 1983 2220.83 (6*

13、(1983/100+4)*146+6*(1983/100+4)*100)*6.314/10037 C9-3830 2205 1405 1682.16 (6*(1405/100+4)*146+6*(1405/100+4)*100)*6.314/10038 C5-1860 2713 1913 2155.59 (6*(1913/100+4)*146+6*(1913/100+4)*100)*6.314/10039 C4-1860 2156 1356 1636.50 (6*(1356/100+4)*146+6*(1356/100+4)*100)*6.314/10040 C11-1860 3833 383

14、3 3944.93 (6*(3833/100+4)*146+6*(3833/100+4)*100)*6.314/10041 C10-1860 3491 2691 2880.65 (6*(2691/100+4)*146+6*(2691/100+4)*100)*6.314/10042 C12-2860 3823 3023 3190.05 (6*(3023/100+4)*146+6*(3023/100+4)*100)*6.314/10043 C9-1860 2905 2105 2334.53 (6*(2105/100+4)*146+6*(2105/100+4)*100)*6.314/10044 C1

15、0-2830 3023 2223 2444.50 (6*(2223/100+4)*146+6*(2223/100+4)*100)*6.314/10045 CB-9860 2655 1855 2101.54 (6*(1855/100+4)*146+6*(1855/100+4)*100)*6.314/10046 C1-2860 1321 521 858.32 (6*(521/100+4)*146+6*(521/100+4)*100)*6.314/10047 C12-3830 3471 2671 2862.01 (6*(2671/100+4)*146+6*(2671/100+4)*100)*6.31

16、4/10048 C3-2860 1505 705 1029.80 (6*(705/100+4)*146+6*(705/100+4)*100)*6.314/10049 C11-2860 3305 2505 2707.30 (6*(2505/100+4)*146+6*(2505/100+4)*100)*6.314/10050 C8-2830 2455 1655 1915.15 (6*(1655/100+4)*146+6*(1655/100+4)*100)*6.314/10051 C6-3830 1605 805 1123.00 (6*(805/100+4)*146+6*(805/100+4)*10

17、0)*6.314/10052 C7-3830 1891 1091 1389.53 (6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/10053 C9-5730 1520 720 1043.78 (6*(720/100+4)*146+6*(720/100+4)*100)*6.314/10054 C8-1860 3182 2382 2592.67 (6*(2382/100+4)*146+6*(2382/100+4)*100)*6.314/10055 C2-2860 1354 554 889.08 (6*(554/100+4)*146+6*(554/100+

18、4)*100)*6.314/10056 C10-5860 2257 1457 1730.62 (6*(1457/100+4)*146+6*(1457/100+4)*100)*6.314/10057 C12-5860 2555 1755 2008.34 (6*(1755/100+4)*146+6*(1755/100+4)*100)*6.314/10058 C12-6860 1982 1182 1474.34 (6*(1182/100+4)*146+6*(1182/100+4)*100)*6.314/10059 C11-6860 1704 904 1215.26 (6*(904/100+4)*14

19、6+6*(904/100+4)*100)*6.314/10060 C11-4830 2647 1847 2094.08 (6*(1847/100+4)*146+6*(1847/100+4)*100)*6.314/10061 C9-2830 2284 1484 1755.79 (6*(1484/100+4)*146+6*(1484/100+4)*100)*6.314/10062 C12-4830 3123 2323 2537.69 (6*(2323/100+4)*146+6*(2323/100+4)*100)*6.314/10063 C10-3830 2657 1857 2103.40 (6*(

20、1857/100+4)*146+6*(1857/100+4)*100)*6.314/10064 C10-4830 2057 1257 1544.24 (6*(1257/100+4)*146+6*(1257/100+4)*100)*6.314/10065 C7-2830 2721 1921 2163.05 (6*(1921/100+4)*146+6*(1921/100+4)*100)*6.314/10066 C6-2830 2633 1833 2081.04 (6*(1833/100+4)*146+6*(1833/100+4)*100)*6.314/10067 C9-4860 1811 1011

21、 1314.98 (6*(1011/100+4)*146+6*(1011/100+4)*100)*6.314/10068 C8-4860 1505 705 1029.80 (6*(705/100+4)*146+6*(705/100+4)*100)*6.314/10069 C11-5860 2257 1457 1730.62 (6*(1457/100+4)*146+6*(1457/100+4)*100)*6.314/10070 C8-3830 1891 1091 1389.53 (6*(1091/100+4)*146+6*(1091/100+4)*100)*6.314/100合计60124 18

22、0390 126790 144255.98 2、框格式地连墙一字槽32加劲“”筋32加劲“”筋=32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32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，32加劲筋总重量为51187.52kg。32加劲筋具体工程量详见表2 32

23、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-1863 1750 950 388.15 2*2*(950/600)*POWER(863-100)*(863-100)+360000),0.5)*6.314/1002 CA-2860 2068 1268 516.82 2*2*(1268/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1003 CA-3860 2668 1868 761.38 2*2*(1868/600)*POWER(860-100)*(860-100)+36000

24、0),0.5)*6.314/1004 CA-6860 3727 2927 1193.01 2*2*(2927/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1005 CA-7860 3752 2952 1203.20 2*2*(2952/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1006 CA-8860 3833 3033 1236.22 2*2*(3033/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1007 CA-9860 382

25、2 3022 1231.73 2*2*(3022/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1008 CA-10860 3925 3125 1273.71 2*2*(3125/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/1009 CA-4860 2841 2041 831.89 2*2*(2041/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/10010 CA-5860 3356 2556 1041.80 2*2*(2556/600)

26、*POWER(860-100)*(860-100)+360000),0.5)*6.314/10011 CA-11800 4033 3233 1254.67 2*2*(3233/600)*POWER(800-100)*(800-100)+360000),0.5)*6.314/10012 CA-12779 4038 4038 1540.15 2*2*(4038/600)*POWER(779-100)*(779-100)+360000),0.5)*6.314/10013 CC-3922 1816 1016 435.23 2*2*(1016/600)*POWER(922-100)*(922-100)+

27、360000),0.5)*6.314/10014 CC-5922 2303 1503 643.85 2*2*(1503/600)*POWER(922-100)*(922-100)+360000),0.5)*6.314/10015 C1-1860 1714 914 372.54 2*2*(914/600)*POWER(860-100)*(860-100)+360000),0.5)*6.314/10016 CB-8883 2978 2178 904.37 2*2*(2178/600)*POWER(883-100)*(883-100)+360000),0.5)*6.314/10017 CC-4922

28、 2365 1565 670.41 2*2*(1565/600)*POWER(922-100)*(922-100)+360000),0.5)*6.314/10018 CB-3883 1800 1000 415.23 2*2*(1000/600)*POWER(883-100)*(883-100)+360000),0.5)*6.314/10019 CB-1886 1394 594 247.24 2*2*(594/600)*POWER(886-100)*(886-100)+360000),0.5)*6.314/10020 CB-6883 3268 2468 1024.79 2*2*(2468/600)*POWER(883-100)*(883-100)+360000),0.5)*6.314/10021 CB-4883 2137 1337 555.16 2*2*(1337/600)*POWER(883-100)*(883-100)+3