工 程 结 算 书

1、第三部分 材料费一、钢筋（注：本计算书符号“”均表示钢筋直径，不代表钢筋等级）1、 独立基础底序号名称计算式数量m重量1.Djp1-122.92.90.1624420.52.Djp2-122.92.90.1625525.623.Djj1-1410.54.420.12215404.Djp3-123.313.820.122419.275.Djp4-1265.420.171381.186.Djj2-126.716.620.11885.727.Djp5-123.23.220.141146.298.Djj3-144.412.520.12327509.Djp6-123.63.620.13599710.Dj

2、j4-1263.820.12138011.Djp7-125.33.420.131277.2312.Djp8-125.83.120.15124013.Djp9-125.63.220.14225614.Djp10-1210.1620.121101015.Djj5-145.56.820.121623.3316.Djj6-145.86.820.121657.3317.Djp11-125.43.120.131257.54合计配筋数量m重量145570.66126196.35序号名称计算式数量m重量1.182.93.520.12032.4.682.920.1271.443.3.16.220.131153.

3、24.3.16.220.12768.85.3.22.920.1185.66.3.52.920.1612187.3.20.520.12648.3.50.520.12359.72.920.140610.2.90.520.12911.合 计4334.048668.0812.定 额13.金 额2、剪力墙Q1.Q 2 9-11、16-18、21-23、26-28轴 竖向配筋 配筋长 3.17+2.7+0.6=6.47m 墙身净长 （2.6-0.5*2+4.5-0.5）*3+4.5-0.5=20.8m 12150钢筋总长 20.8/0.15*6.47*2=1794m 横向配筋 配筋长 （2.6+0.5+0

4、.2+4.5+0.2）*3+4.5+0.5+0.2=30.7m墙身净高 3.17+2.7-0.85-0.6+0.12=4.4m12150钢筋总长 4.3/0.15*30.7*2=1760m 拉筋 6400钢筋总长 0.18+0.4*2=0.26m 4.4/0.15=29排 20.8/0.4*29=1508个 1508*0.26=392mQ3、Q4 5、6-7轴 竖向配筋 配筋长 6.47+2.7+0.6=9.77m 墙身净长 3-0.5-0.13+4.5-0.5=6.37m 12150钢筋总长 6.37/0.15*9.77*2=830m 横向配筋 配筋长 3+0.25+0.1+0.1*2=3.

5、55m墙身净高 6.47+2.7-0.85-0.6+0.12=8.7m12150钢筋总长 8.7/0.15*3.55*2=412m 拉筋 6400钢筋总长 412/2/0.4*0.26=133.9m剪力墙配筋 合计： 12 1794m+1760+830+412=4796m 6 392+133.9=525.9m 3、构造柱名楼层计算式数量重量构造柱二层8-29轴131颗三层1-7轴41颗四角5*4+4*436颗合计131+41+36208颗416（2.9+0.18+0.43）*4*2082920.32m6100/100208*2.9/0.1*0.95428.8m柱阁楼8颗416（2.9、+0.1

6、8）*4*898.56m6100/1000.9*8*2.9/0.1208.8m构造柱三层8-29112颗四、五274颗六层144颗合计112+274+144530颗414（2.9+0.18+0.43）*4*5307441.2m6100/200530*2.9/0.2*0.9+2*530*2.9*0.99683.1m柱阁楼8颗414（2.9、+0.18）*4*898.56m6100/2000.9*10*2.9/0.2130.5m总计162920.32m+98.56m3018.88m147441.2+98.567539.76m65428.8+208.8+9683.1+130.515451.2m4、

7、屋面造型梁、柱 柱 250*250；79颗 ； 高 0.6m； 配筋 414、6150. 14 (0.6+0.2)*4*79=252.8m 6 79*0.6/0.15*0.9=284.4m 梁 250*250；配筋 414、6150. 梁长 （64.11+0.5+12.3+0.5）*2=154.82m 414 154.8*4=619m 6150 152.8/0.2*0.9=696.6m合计：14 252.8+619=871.8m 6 282.4+696.6=979m5、基础连梁名称 配筋 计算式 （单位： m）数量m重量KL1梁配筋长14+0.25+0.1+0.6+501.4666.41266

8、.4*4256.680.9*150+459/0.124950KL2梁配筋长64.11-14+0.1+0.25+0.2*551.461651.46*4205.8480.9*510/0.123825KL3梁配筋长（3+2.7）*2+0.25+0.2+0.412.251212.25*44980.9*120/0.12900KL4梁配筋长（3.6+0.45）*2+3.9*2+2.6+0.419.81219.8*479.280.9*20/0.12150KL5梁配筋长3.6+3.9+0.88.3128.3*433.280.9*8/0.1260KL6梁配筋长3.+0.6+（3.9+0.8）*213.91213

9、.9*455.680.9*13/0.1297.5KL7梁配筋长3.9+2.7+2.2+0.69.4129.4*437.680.9*9/0.1267.5KL8梁配筋长2.2+3+3.9+0.89.9129.9*429.680.9*39/0.12292.5KL9梁配筋长14-2.7+0.4+0.2+0.412.71212.7*450.880.9*12/0.1290KL10梁配筋长3+0.25+0.43.65148*3.6529.2123.65*414.6835*1.656KL11梁配筋长（2.6+0.5）*39.3149.3*874.4129.3*437.281.6*120192KL12梁配筋长3

10、.6+3.9+2.6+0.814.81214.8*459.280.9*8072KL13梁配筋长3.9+2.7+2.2+2.6+2.2+3+3.9+0.819.11219.1*476.4 80.9*19/0.12142.5KL14梁配筋长3+2.7+2.6+2.7+0.811.81411.8*447.2878*178KL15梁配筋长(64.11-14+0.1+0.25+0.2*5)*210314103*44128103*1.1/0.15755.33KL16梁配筋长14+0.814.81414.8*459.280.9*14/0.12105KL17梁配筋长(12.3+0.25*2+0.8)*227.

11、21627.2*6163.2827*1.1/0.15198KL18梁配筋长(4.5+1.2+0.5+0.6)*640.81440.8*8326.481.3*400520KL19梁配筋长4.2+2.4+0.87.4147.4*429.680.9*4237.8KL20梁配筋长(4.5+1.2+0.5+0.6)*5341434*8272KL201234*413681.7*30510KL21梁配筋长(12.3+0.25*2+0.4)*226.41626.4*8211.281.3*140182KL22梁配筋长13.2*7.5991699*879281.3*525683KL23梁配筋长（2.4+4.20.

12、95+0.2+0.4）*324.51624.5*8195.681.3*140182KL24梁配筋长4.2+0.95+0.25+0.45.6165.6*63381.3*3039KL25梁配筋长12.3+0.95+0.25+0.413.91613.9*797.381.4*100140合计161395141250129158139656、 一层顶梁及二层1-7轴顶梁配筋名称 配筋计算式 （单位： m）数量m重量KL26梁配筋长14+0.25+0.1+0.815.151615.15*575.7580.9*11099KL27梁配筋长3+2.7+2.6+2.7+3+0.35+0.812.451612.45

13、*787.1581.2*6072KL28梁配筋长12.45*2.6151615*8120814*14*1.6313.6KL29梁配筋长15151615*710581.2*90108KL30梁配筋长(12.3+0.25+0.25+0.7)*4541654*72288270*1.2324KL31梁配筋长4.5+1.2+1.86.5166.5*85281.3*50165KL32梁配筋长6.56.5166.5*958.5KL32126.5*42681.9*60114KL33梁配筋长4.2+2.4+0.87.4167.4*966.681.2*4048KL34梁配筋长3.6+0.84.4164.4*415

14、.680.9*3027KL35梁配筋长(2.6+0.4+0.8)*5191619*81521419*476101.5*180270KL36梁配筋长3.6+3.9+0.2*2+0.8 8.7168.7*434.880.9*8072KL37梁配筋长3.9*2+0.4+0.25+0.89.25169*54580.9*8072KL38梁配筋长3.9+2.7+2.2+0.4+0.8101610*44080.9*8576.5KL39梁配筋长2.2+3+3.99.11610*44080.9*8576.5KL40梁配筋长3.6+0.3+0.84.7224.7*523.5164.7*418.8144.7*418

15、.8101.7*80136KL41梁配筋长3.6+3.9+0.4+0.88.7228.7*978.3148.7*434.8101.7*160272KL42梁配筋长(3.9+0.4+0.8)*210.22210.2*881.61410.2*440.8101.7*160272KL43梁配筋长3.9+2.7+2.2+0.4+0.8102210*9901410*440101.7*160272KL44梁配筋长2.2+3+99.1229.1*981.9149.1*436.481.7*150255KL45梁配筋长64.11-14+0.1+0.1+0.25+0.851.261850.26*10502.6145

16、0.26*4210.4101.7*10001700KL46梁配筋长(64.11-14+0.1+0.1+0.25+0.8)*2102.522102.5*12123014102.5*6615121.9*18003420KL47梁配筋长(12.3+0.25*2+0.8)*5702270*128401470*6420121.9*3002470KL48梁配筋长(4.5+1.2+0.8+0.4)*10702270*128401470*6420121.9*13002470KL49梁配筋长(4.2+2.4+0.25+0.2+0.8)*431.42231.4*6376.81431.4*6188.4101.9*5

17、00900梁配筋长4.2*0.45+0.85.45KL50225.45*1265.4145.45*637.2101.9*90171KL51梁配筋长12.3+0.5+0.813.62213.6*13176.81413.6*681.6121.9*240456KL52梁配筋长0.8+3+2.7+2.7+3+0.25+113.551613.55*454.280.9*100900KL53梁配筋长2.6+0.4+0.83.8163.8*828.4143.8*414.2101.4*3042KL54梁配筋长14-2.6+1.6131613*101301413*452101.5*200300KL55梁配筋长10

18、.35+0.815.251815.25*9137.251415.25*461101.7*280476KL56梁配筋长14+0.35+0.815.151615.15*10151.51415.15*460.6101.4*280392KL57梁配筋长14+0.35+0.815.152215.15*81241415.15*460.6101.7*280476KL58梁配筋长(12.3+0.5+0.8)*454.42254.4*11598.41454.4*4217.6101.7*1001700KL59梁配筋长(4.5+1.2+0.45+0.8)*2142214*111541414*456101.7*260

19、442KL60梁配筋长4.2+2.4+0.45+0.88.03228*1296148*432101.7*150255名称 钢 筋 计算式 （单位： m）数量m重量合计224856.718639.85161869.5142773.410807682722.67、三、五、六层1-7轴，圈梁配筋里量圈梁配筋总长： (4+0.3+12.3-1.2+0.5+4.5+1.2+0.4)*2*3+4.2+2.4+0.4+2.6+0.2 =216.2m. 配筋长： 410 4*216.2=864.8m 6250 2160.250.9=777.6m8、二、四、六层8-29轴圈梁配筋量圈梁配筋总长：（51.11+0

20、.22）3-（4.9+2.6+5.2）3+（12.3-1.2+0.4） 5+（22.6+0.4+12.3+0.2）53=340.633=1021.89m410 41022=4088m6250 0.810220.25=3270m9、 阁楼的圈梁的配筋圈梁配筋总长：（64.11+0.252）2+（2.6+0.2）6+51.11-4.9-2.6-5.2+（12.3-3.2+0.2）7+（12.3+0.2）6+（2.5+3.2+0.2+1.4）6 =368.33m10 4368.33+20=1493.32m6 0.83680.25=1177.6m10、六层顶梁平面配筋L1 - 3+2.7+0.2+0.

21、4+0.6=6.9m 148*6.9=55.2m 122*6.9=13.8m 81.2*6/0.25=28.8mL2 - 3.6+0.3+0.6=4.5m 145*4.5=22.5m 122*4.5=9m 81.2*4/0.25=19.2mL3 11-14轴 3.6+3.9+0.2+0.6=8.3m 186*8.3=49.8m 122*8.3=16.6m 81.2*7.7/0.25=36.96mL4 15-16、28-29轴3.9+0.2+0.6+3.9+0.25+0.1+0.6=9.55m 187*9.55=66.85m 122*9.55=19.1m 81.2*9/0.25=43.2mL5

22、18-21、23-26轴 3.9+2.7+2.2+0.2+0.8+2.2+3+3.9+0.2+0.8=19.9m186*19.9=119.4m122*19.9=39.8m81.2（19.9-0.8*2）/0.25=86.88mL6 - 4*2+0.2+0.8=9m 184*9=36m 122*9=18m 81.2*（9-0.8）/0.25=39.36mL7 8-12 轴 、17、27轴 (2.5+2.5+0.2+0.8)*3=18m 143*18=54m 184*18=72m 122*18=36m 81.2*(18-0.8*3)/0.25=19.2mL8 13-15轴 3.8+0.2+0.8=

23、4.8m 143*4.8=14.4m 184*4.8=19.2m 122*4.8=9.6m 81.2*(4.8-0.8)/0.25=19.2mL9 20-24轴 3.5*2+0.2+0.8=8m186*8=48m 122*8=16m 81.2*(8-0.8)/0.25=34.56m合计： 18 411.25m 14 146.1m 12 158.82m 8 346.56m11、板配筋 一层板主筋 （8200、8150） 1、A-B - 4.2*3/0.2*2=126m - 4*2*4.2/0.18*2=373.3m -29轴 (64.11-14-0.31)*4.2/0.15*2=2788.8m

24、2、B-C - 2.4*14*2/0.2=336m -28轴 2.4*50.11*2/0.15=1603.5m 3、C-D - - （3+2.7）*2*4.5/0.2=256.5m -29轴 （50.11-2.6*5）*4.5*2/0.15=2226.6m4、D-E -29轴 （64.11-2.6*6）*1.2*2/0.2=582.12m合计： 8 8292.82m 一层至屋面板主筋 合计： 8 8292.82m*7=58049.74m12、 一层板副弯距筋 轴：8150 0.8+1.2+0.08*2=2.16m （12.3-1.2）/0.15*2.16=159.84mA-B轴：10200 (

25、1.2+0.08) 2=2.56 4.20.22.56=52.76m 8100 (1.2+0.08) 2=2.56m 4,20.12.56=53.76m 8200 1.3+0.082=1.46m 4.20.21.46=30.66mA轴：8200 1.2+0.082=1.36m 30.21.36=20.4m 1.4+0.16=1.56 420.21.56=62.4mA-B轴：8-29轴：8200 2(1.5+0.16)=3.32m 4.20.23.22=67.62m10-27轴：10180 1.32+0.16=2.76m 4,20.182.76=64.4m12轴：10200 1.32+0.16=

26、2.76 4.20.22.76=57.9m13轴：8150 1.22+0.16=2.56m 4.20.152.56=71.68m15、17、19轴：8125 (1.32+0.16) 3=8.28m 4,20.1258.28=278.2m20、22、24轴：8150 3（1.12+0.16）=7.08m 4.20.157.08=198.24mA轴：12150 1+1.3+0.16=2.46m 50.110.152.46=821.8mB-C： 8200 0.82+0.16=1.76m 2.40.21.763=63.36m 8200 1+0.16=1.16m2.40.21.16=13.92m10-2

27、7轴：8150 (0.82+0.16) 10=17.6m 2.40.1517.6=281.6m29轴：10150 1.2+0.56+0.16=1.92m10、六层顶梁平面配筋L1 - 3+2.7+0.2+0.4+0.6=6.9m 148*6.9=55.2m 122*6.9=13.8m 81.2*6/0.25=28.8mL2 - 3.6+0.3+0.6=4.5m 145*4.5=22.5m 122*4.5=9m 81.2*4/0.25=19.2mL3 11-14轴 3.6+3.9+0.2+0.6=8.3m 186*8.3=49.8m 122*8.3=16.6m 81.2*7.7/0.25=36.

28、96mL4 15-16、28-29轴3.9+0.2+0.6+3.9+0.25+0.1+0.6=9.55m 187*9.55=66.85m 122*9.55=19.1m 81.2*9/0.25=43.2mL5 18-21、23-26轴 3.9+2.7+2.2+0.2+0.8+2.2+3+3.9+0.2+0.8=19.9m186*19.9=119.4m122*19.9=39.8m81.2（19.9-0.8*2）/0.25=86.88mL6 - 4*2+0.2+0.8=9m 184*9=36m 122*9=18m 81.2*（9-0.8）/0.25=39.36mL7 8-12 轴 、17、27轴 (

29、2.5+2.5+0.2+0.8)*3=18m 143*18=54m 184*18=72m 122*18=36m 81.2*(18-0.8*3)/0.25=19.2mL8 13-15轴 3.8+0.2+0.8=4.8m 143*4.8=14.4m 184*4.8=19.2m 122*4.8=9.6m 81.2*(4.8-0.8)/0.25=19.2mL9 20-24轴 3.5*2+0.2+0.8=8m186*8=48m 122*8=16m 81.2*(8-0.8)/0.25=34.56m合计： 18 411.25m 14 146.1m 12 158.82m 8 346.56m11、板配筋 一层板

30、主筋 （8200、8150） 1、A-B - 4.2*3/0.2*2=126m - 4*2*4.2/0.18*2=373.3m -29轴 (64.11-14-0.31)*4.2/0.15*2=2788.8m 2、B-C - 2.4*14*2/0.2=336m -28轴 2.4*50.11*2/0.15=1603.5m 3、C-D - - （3+2.7）*2*4.5/0.2=256.5m -29轴 （50.11-2.6*5）*4.5*2/0.15=2226.6m4、D-E -29轴 （64.11-2.6*6）*1.2*2/0.2=582.12m合计： 8 8292.82m 一层至屋面板主筋 合计

31、： 8 8292.82m*7=58049.74m12、 一层板副弯距筋 轴：8150 0.8+1.2+0.08*2=2.16m （12.3-1.2）/0.15*2.16=159.84mA-B轴：10200 (1.2+0.08) 2=2.56 4.20.22.56=52.76m 8100 (1.2+0.08) 2=2.56m 4,20.12.56=53.76m 8200 1.3+0.082=1.46m 4.20.21.46=30.66mA轴：8200 1.2+0.082=1.36m 30.21.36=20.4m 1.4+0.16=1.56 420.21.56=62.4mA-B轴：8-29轴：82

32、00 2(1.5+0.16)=3.32m 4.20.23.22=67.62m10-27轴：10180 1.32+0.16=2.76m 4,20.182.76=64.4m12轴：10200 1.32+0.16=2.76 4.20.22.76=57.9m13轴：8150 1.22+0.16=2.56m 4.20.152.56=71.68m15、17、19轴：8125 (1.32+0.16) 3=8.28m 4,20.1258.28=278.2m20、22、24轴：8150 3（1.12+0.16）=7.08m 4.20.157.08=198.24mA轴：12150 1+1.3+0.16=2.46m

33、 50.110.152.46=821.8mB-C： 8200 0.82+0.16=1.76m 2.40.21.763=63.36m 8200 1+0.16=1.16m2.40.21.16=13.92m10-27轴：8150 (0.82+0.16) 10=17.6m 2.40.1517.6=281.6m29轴：10150 1.2+0.56+0.16=1.92m 1.2+0.56+0.16=1.92m 2.40.151.92=30.72m13轴：- 8150 （0.92+0.16）3=5.88m 30.155.88=117.6m -、12-14轴：8150 1.22+0.16=2.56 (4+3.

34、9) 0.152.56=134.8m- 10180 1,22+0.16=2.56m 40.182.56=56.9m- 8200 0.9+0.16=1.06 30.21.06=15.9m- 10150 1.3+2.4+1.1+0.16=3.96m 4.90.153.96=97.02m10-12轴：10200 1.3+2.4+1.1+0.16=3.96m 4.90.23.96=97.02m15-19轴：10180 1.3+2.4+1.2+0.16=4.06m 5.240.184.06=469.2mC轴：81501-2、 24-25轴： 12+0.16=2.16 3+30.152.16=86.4m-

35、 8200 0.92+0.16=1.96m 2.720,21.96=53m- 8180 12+0.16=2.16m 30.182.16=36m19-20轴：8150 0.92+0.16=1.96m 2.70.151.96=35.28m20-24轴：8150 0.82+0.16=1.76 2.20.151.762=51.622轴：8200 1+0.16=1.16m 2.60.21.16=15.08mC-D轴：- 10200 0.92+0.16=1.96m 4.520.21.96=88.2m- 8200 0.9+0.16=1.06m 4.520.21.06=47.7m7、21、23轴：8200 1+0.16=1.16 4.520,21.16=52.2m 8200 1.3+0.16=1.46m 4.50.231.46=98.55m12、19、25轴：8150 1.22+0.16=2.56m 4.50.1532.56=23.4m14、15、16、18、26、28、29轴：8200 1.4+0.16=1.56 4.50.271.56=245.7mDE轴： 8200 0.8+0.16=0.86m 1.20.20.86=5.16m 8200 8200 0.52+0.16=1,16 1.20.221.16=13.92