橋梁工程量計算單_第1頁
橋梁工程量計算單_第2頁
橋梁工程量計算單_第3頁
橋梁工程量計算單_第4頁
橋梁工程量計算單_第5頁
已閱讀5頁，還剩637頁未讀， 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請進行舉報或認領(lǐng)

文檔簡介

1、尹家灣中橋一個橋臺臺帽工程數(shù)量表（適用于0、3號臺）,編號,直徑(mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1370,14,191.80 ,3.85,738.43 ,2385.51 ,2,25,1394.3,14,195.20 ,3.85,751.53 ,3,25,629.3,14,88.11 ,3.85,339.22 ,4,25,1197.7,7,83.84 ,3.85,322.78 ,5,25,433.3,14,60.66 ,3.85,233.55 ,6,12,1272.5,14,178.14 ,0.888,158.19 ,158.1

2、9 ,7,10,386,202,779.72 ,0.617,481.09 ,750.05 ,8,10,431.6,101,435.92 ,0.617,268.96 ,合計,光圓鋼筋,750.050 ,帶肋鋼筋,2543.700 ,C30（m3),V=12.5*1.3*1.6,26,尹家灣中橋一個橋墩蓋梁工程數(shù)量表（適用于1、2號墩）,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,28,1244,14,174.16 ,4.83,841.19 ,2834.69 ,2,28,1307.4,14,183.04 ,4.83,884.06 ,3,2

3、8,615.6,14,86.18 ,4.83,416.27 ,4,28,1168.8,7,81.82 ,4.83,395.17 ,5,28,440.7,14,61.70 ,4.83,298.00 ,6,12,1191.4,10,119.14 ,0.888,105.80 ,160.66 ,7,12,1029.7,6,61.78 ,0.888,54.86 ,8,10,335.8,48,161.18 ,0.617,99.45 ,695.93 ,9,10,381.4,24,91.54 ,0.617,56.48 ,10,10,407.6,138,562.49 ,0.617,347.06 ,11,10,4

4、53.2,69,312.71 ,0.617,192.94 ,合計,光圓鋼筋,695.930 ,帶肋鋼筋,2995.350 ,C30（m3),V=11.74*1.4*1.6-0.6*1.7*1.6,24.6656,計算：,復(fù)核：,監(jiān)理：,尹家灣中橋一個耳背墻工程數(shù)量表（適用于0、3號臺）,編號,直徑(mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,16,269.2,18,48.46 ,1.58,76.56 ,2,16,180.8,32,57.86 ,1.58,91.41 ,16,3,16,182,20,36.40 ,1.58,57.51 ,1092.4

5、5 ,4,16,307.4,10,30.74 ,1.58,48.57 ,5,16,452.7,77,348.58 ,1.58,550.75 ,12,6,16,220,77,169.40 ,1.58,267.65 ,348.04 ,7,12,1255.4,18,225.97 ,0.888,200.66 ,8,20,1275.6,3,38.27 ,2.47,94.52 ,20,8,20,1275.4,2,25.51 ,2.47,63.00 ,157.52 ,9,12,139.8,52,72.70 ,0.888,64.55 ,9,12,194.9,8,15.59 ,0.888,13.85 ,10,1

6、2,91.5,38,34.77 ,0.888,30.88 ,32,11,12,71.5,60,42.90 ,0.888,38.10 ,179.52 ,12,32,113.8,25,28.45 ,6.31,179.52 ,合計,帶肋鋼筋,1777.530 ,C30（m3),V=(0.5+1.75)*2/2*0.5+0.5*0.4*1.3+0.4*1.3+(1+0.4)*0.3/2*12,10.145,11.165,尹家灣中橋一個擋塊工程數(shù)量表（適用于0、3號臺）,編號,直徑(mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,16,233.4,12,28.

7、008,1.58,44.25 ,44.25 ,2,10,114.8,10,11.48,0.617,7.08 ,7.08 ,合計,光圓鋼筋,7.080 ,帶肋鋼筋,44.250 ,C30（m3),V=1.2*0.4*0.2,0.096,尹家灣中橋一個擋塊工程數(shù)量表（適用于1、2號墩）,編號,直徑(mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,16,233.4,16,37.344,1.58,59.00 ,59.00 ,2,10,154.8,10,15.48,0.617,9.55 ,9.55 ,合計,光圓鋼筋,9.55 ,帶肋鋼筋,59.00 ,C30（

8、m3),V=1.6*0.4*0.2,0.128,計算：,復(fù)核：,監(jiān)理：,尹家灣中橋一個橋臺支座墊石工程數(shù)量表（適用于0、3號臺）,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,12,162.8,54,87.91 ,0.888,78.07 ,2,12,164.8,48,79.10 ,0.888,70.24 ,3,12,52.8,198,104.54 ,0.888,92.84 ,12,4,12,54.8,180,98.64 ,0.888,87.59 ,350.18 ,5,12,132.8,12,15.94 ,0.888,14.15 ,6,1

9、2,22.8,36,8.21 ,0.888,7.29 ,合計,帶肋鋼筋,350.18 ,C40（m3),V=0.4*0.6*0.206*2 +0.4*0.62*0.206*8,0.507584,尹家灣中橋一個橋墩支座墊石工程數(shù)量表（適用于1、2號墩）,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,12,162.8,108,175.82 ,0.888,156.13 ,2,12,164.8,96,158.21 ,0.888,140.49 ,3,12,52.8,444,234.43 ,0.888,208.18 ,12,4,12,54.8,40

10、8,223.58 ,0.888,198.54 ,746.22 ,5,12,132.8,24,31.87 ,0.888,28.30 ,6,12,22.8,72,16.42 ,0.888,14.58 ,合計,帶肋鋼筋,746.22 ,C40（m3),V=0.206*0.4*0.6*4 +0.62*0.6*0.206*16,1.423872,尹家灣中橋0號臺第1根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1500.3,26,390.08 ,3.85,1501.80 ,25,2,10,46599.9,1,466.00

11、,0.617,287.52 ,1501.80 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,316.90 ,7,22,337.3,7,23.61 ,2.98,70.36 ,合計,光圓鋼筋,316.90 ,帶肋鋼筋,1680.55 ,樁頂標(biāo)高,79.111,樁長（m）,樁底標(biāo)高,65.111,14,計算：,復(fù)核：,監(jiān)理：,尹家灣中橋0號臺第2根樁工程數(shù)量表 ,

12、編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1500.3,26,390.08 ,3.85,1501.80 ,25,2,10,46599.9,1,466.00 ,0.617,287.52 ,1501.80 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,316.90 ,7,22,337.3,7,2

13、3.61 ,2.98,70.36 ,合計,光圓鋼筋,316.90 ,帶肋鋼筋,1680.55 ,樁頂標(biāo)高,79.111,樁長（m）,樁底標(biāo)高,65.111,14,尹家灣中橋3號臺第1根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1750.3,26,455.08 ,3.85,1752.05 ,25,2,10,53882.2,1,538.82 ,0.617,332.45 ,1752.05 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,8,33.50 ,2.98,99.8

14、4 ,201.28 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,361.83 ,7,22,337.3,8,26.98 ,2.98,80.41 ,合計,光圓鋼筋,361.83 ,帶肋鋼筋,1953.33 ,樁頂標(biāo)高,79.397,樁長（m）,樁底標(biāo)高,62.897,16.5,尹家灣中橋3號臺第2根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1750.3,26,455.08 ,3.85,1752.05 ,25,2,10,538

15、82.2,1,538.82 ,0.617,332.45 ,1752.05 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,8,33.50 ,2.98,99.84 ,201.28 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,361.83 ,7,22,337.3,8,26.98 ,2.98,80.41 ,合計,光圓鋼筋,361.83 ,帶肋鋼筋,1953.33 ,樁頂標(biāo)高,79.397,樁長（m）,樁底標(biāo)高,62.897,16.5,計算：,復(fù)核：,監(jiān)理：,尹家灣

16、中橋1號墩第1根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1650.3,26,429.08 ,3.85,1651.95 ,25,2,10,50969.3,1,509.69 ,0.617,314.48 ,1651.95 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,343.86

17、 ,7,22,337.3,7,23.61 ,2.98,70.36 ,合計,光圓鋼筋,343.86 ,帶肋鋼筋,1830.70 ,樁頂標(biāo)高,79.04,樁長（m）,樁底標(biāo)高,63.54,15.5,尹家灣中橋1號墩第2根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1650.3,26,429.08 ,3.85,1651.95 ,25,2,10,50969.3,1,509.69 ,0.617,314.48 ,1651.95 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,

18、29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,343.86 ,7,22,337.3,7,23.61 ,2.98,70.36 ,合計,光圓鋼筋,343.86 ,帶肋鋼筋,1830.70 ,樁頂標(biāo)高,79.04,樁長（m）,樁底標(biāo)高,63.54,15.5,尹家灣中橋2號墩第1根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1600.3,26,416.08 ,3.85,1601.9

19、0 ,25,2,10,49512.8,1,495.13 ,0.617,305.49 ,1601.90 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,21.03 ,334.87 ,7,22,337.3,7,23.61 ,2.98,70.36 ,合計,光圓鋼筋,334.87 ,帶肋鋼筋,1780.65 ,樁頂標(biāo)高,79.135,樁長（m）,樁底標(biāo)高,64.135,15,計算：

20、,復(fù)核：,監(jiān)理：,尹家灣中橋2號墩第2根樁工程數(shù)量表 ,編號,規(guī)格（mm),長度(cm),根數(shù),共長(m),單位重(kg/m),共重(kg),小計(kg),1,25,1600.3,26,416.08 ,3.85,1601.90 ,25,2,10,49512.8,1,495.13 ,0.617,305.49 ,1601.90 ,3,10,395.4,4,15.82 ,0.617,9.76 ,22,4,22,418.8,7,29.32 ,2.98,87.36 ,178.75 ,5,10,530.1,6,31.81 ,0.617,19.62 ,10,6,22,44.1,16,7.06 ,2.98,2

21、1.03 ,334.87 ,7,22,337.3,7,23.61 ,2.98,70.36 ,合計,光圓鋼筋,334.87 ,帶肋鋼筋,1780.65 ,樁頂標(biāo)高,79.135,樁長（m）,樁底標(biāo)高,64.135,15,尹家灣中橋支座工程數(shù)量表,項目,滑板支座（個）,板式支座（個）,20（kg）,鋼板（kg）,數(shù)量,36,72,324,4212,尹家灣中橋護欄工程數(shù)量表,項目,鋼筋0,膨脹螺栓,鋼板,其它鋼材,C30（m3）,18,16,12,砼護欄,778,6261,1880,28,57,39,36.4,計算：,復(fù)核：,監(jiān)理：,尹家灣中橋鋼筋明細表（一段）,編號,規(guī)格(mm),每根長(cm),

22、根數(shù),共長(m),1,16,151,4,6.04,2,16,167,4,6.68,3,16,79,11,8.69,4,16,214,7,14.98,5,12,200,14,28,6,18,200,3,6,7,12,43,8,3.44,8,12,76,2,1.52,9,16,202,12,24.24,尹家灣中橋工程材料數(shù)量表,材料,規(guī)格(mm),共長(m),單位重（kg/m）,2m標(biāo)準(zhǔn)段總重,鋼筋,18,6,2,12,16,60.63,1.58,96,12,32.96,0.888,29,合計,137,C30(m3),0.56,尹家灣中橋鋼材明細表,a（度）,0,編號,規(guī)格（mm）,每根長（cm）,根數(shù),共長（m）,1,16,151,9,13.59,2,16,167,9,15.03,3,12,160,17,27.2,4,18,160,3,4.8,5,16,202,10,20.2,尹家灣中橋工程材料數(shù)量表（L=160cm）,a（度）,0,材料,規(guī)格（mm）,單位重kg/m）,共長（m）,總重（kg）,151,18,2,4.8,9.600 ,16,1.58,48.82,77.136 ,12,0.888,27.2,24.154 ,合計,110.889 ,C30（m3）,0.51,尹家灣中橋鋼筋明細表

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽，若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間，僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理，對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。