人工挖孔樁工程量自動(dòng)計(jì)算表_第1頁(yè)
人工挖孔樁工程量自動(dòng)計(jì)算表_第2頁(yè)
人工挖孔樁工程量自動(dòng)計(jì)算表_第3頁(yè)
人工挖孔樁工程量自動(dòng)計(jì)算表_第4頁(yè)
全文預(yù)覽已結(jié)束

下載本文檔

版權(quán)說(shuō)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(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

1、第1頁(yè)/共4XXXXXX工工程程98#98#樓樓人人工工挖挖孔孔樁樁砼砼量量明明細(xì)細(xì)表表樁基本數(shù)據(jù)擴(kuò)大頭部分計(jì)算結(jié)果編號(hào)樁長(zhǎng)入巖挖孔D樁身D樁身截S護(hù)壁截S擴(kuò)大頭D錐體高H1 直擴(kuò)高H2 鍋底高H3擴(kuò)大頭V樁身(T)V護(hù)壁(C30)V入巖VT1#7.130.001.100.800.500.450.800.003.583.190.00C402#7.480.001.100.800.500.450.800.003.763.350.00C403#7.680.001.100.800.500.450.800.003.863.440.00C404#7.630.001.100.800.500.450.800.

2、003.833.410.00C405#7.530.001.100.800.500.450.800.003.783.370.00C406#8.730.001.100.800.500.450.800.004.393.910.00C407#8.480.001.100.800.500.450.800.004.263.790.00C408#9.330.801.100.800.500.451.000.300.300.200.514.803.820.51C409#7.130.001.100.800.500.450.800.003.583.190.00C4010#10.530.001.100.800.500.

3、450.800.005.294.710.00C4011#10.630.001.100.800.500.450.800.005.344.760.00C4012#9.381.141.100.800.500.451.200.600.300.240.965.103.690.96C4013#9.531.141.100.800.500.451.200.600.300.240.965.173.750.96C4014#7.581.141.100.800.500.451.200.600.300.240.964.192.880.96C4015#7.631.141.100.800.500.451.200.600.3

4、00.240.964.222.900.96C4016#7.731.481.100.800.500.451.400.900.300.281.564.702.801.56C4017#8.031.141.100.800.500.451.200.600.300.240.964.423.080.96C4018#6.230.001.100.800.500.450.800.003.132.790.00C4019#6.000.001.100.800.500.450.800.003.012.680.00C4020#6.030.801.100.800.500.451.000.300.300.200.513.142

5、.340.51C4021#7.531.141.100.800.500.451.200.600.300.240.964.172.860.96C4022#8.481.521.301.000.790.541.600.900.300.322.167.623.772.16C4523#8.131.481.100.800.500.451.400.900.300.281.564.912.981.56C4024#7.831.141.100.800.500.451.200.600.300.240.964.322.990.96C4025#6.231.481.100.800.500.451.400.900.300.2

6、81.563.952.131.56C40第2頁(yè)/共4XXXXXX工工程程98#98#樓樓人人工工挖挖孔孔樁樁砼砼量量明明細(xì)細(xì)表表樁基本數(shù)據(jù)擴(kuò)大頭部分計(jì)算結(jié)果編號(hào)樁長(zhǎng)入巖挖孔D樁身D樁身截S護(hù)壁截S擴(kuò)大頭D錐體高H1 直擴(kuò)高H2 鍋底高H3擴(kuò)大頭V樁身(T)V護(hù)壁(C30)V入巖VT26#6.631.141.100.800.500.451.200.600.300.240.963.722.460.96C4027#6.931.561.501.201.130.641.800.900.300.362.868.933.412.86C4528#6.931.221.501.201.130.641.600.60

7、0.300.321.878.333.631.87C4529#8.381.141.100.800.500.451.200.600.300.240.964.603.240.96C4030#8.081.521.301.000.790.541.600.900.300.322.167.313.552.16C4531#8.881.521.301.000.790.541.600.900.300.322.167.933.992.16C4532#8.581.481.100.800.500.451.400.900.300.281.565.133.181.56C4033#8.930.801.100.800.500.

8、451.000.300.300.200.514.593.640.51C4034#9.080.001.100.800.500.450.004.564.060.00C4035#8.980.801.100.800.500.451.000.300.300.200.514.623.660.51C4036#8.731.481.100.800.500.451.400.900.300.281.565.213.241.56C4037#8.381.521.301.000.790.541.600.900.300.322.167.543.722.16C4538#7.581.481.100.800.500.451.40

9、0.900.300.281.564.632.731.56C4039#8.331.751.601.301.330.682.001.050.300.403.8812.614.493.88C4540#7.531.481.100.800.500.451.400.900.300.281.564.602.711.56C4041#8.330.801.100.800.500.451.000.300.300.200.514.293.370.51C4042#8.581.141.100.800.500.451.200.600.300.240.964.703.330.96C4043#8.732.091.601.301

10、.330.682.201.350.300.445.3414.154.535.34C4544#7.532.771.601.301.330.682.601.950.300.529.0815.403.259.08C4545#8.832.771.601.301.330.682.601.950.300.529.0817.124.149.08C4546#9.332.091.601.301.330.682.201.350.300.445.3414.944.945.34C4547#9.081.141.100.800.500.451.200.600.300.240.964.953.550.96C4048#8.8

11、30.001.100.800.500.450.800.004.443.950.00C4049#9.180.001.100.800.500.450.800.004.614.110.00C4050#9.930.801.100.800.500.451.000.300.300.200.515.104.090.51C40第3頁(yè)/共4XXXXXX工工程程98#98#樓樓人人工工挖挖孔孔樁樁砼砼量量明明細(xì)細(xì)表表樁基本數(shù)據(jù)擴(kuò)大頭部分計(jì)算結(jié)果編號(hào)樁長(zhǎng)入巖挖孔D樁身D樁身截S護(hù)壁截S擴(kuò)大頭D錐體高H1 直擴(kuò)高H2 鍋底高H3擴(kuò)大頭V樁身(T)V護(hù)壁(C30)V入巖VT51#9.730.801.100.800.50

12、0.451.000.300.300.200.515.004.000.51C4052#8.531.521.301.000.790.541.600.900.300.322.167.663.802.16C4553#9.982.771.601.301.330.682.601.950.300.529.0818.654.929.08C4554#8.882.771.601.301.330.682.601.950.300.529.0817.194.179.08C4555#9.731.751.301.301.330.002.001.050.300.403.8814.470.003.88C4556#9.280.8

13、01.100.800.500.451.000.300.300.200.514.773.790.51C4057#8.930.001.100.800.500.450.800.004.494.000.00C4058#8.380.001.100.800.500.450.800.004.213.750.00C4059#8.330.801.100.800.500.451.000.300.300.200.514.293.370.51C4060#7.881.481.100.800.500.451.400.900.300.281.564.782.861.56C4061#6.731.141.100.800.500

14、.451.200.600.300.240.963.772.500.96C4062#6.431.141.100.800.500.451.200.600.300.240.963.622.370.96C4063#9.331.481.100.800.500.451.400.900.300.281.565.513.511.56C4064#8.330.001.701.401.540.731.400.0012.826.080.00C4065#8.531.521.301.000.790.541.600.900.300.322.167.663.802.16C4566#8.531.521.301.000.790.

15、541.600.900.300.322.167.663.802.16C4567#8.830.801.100.800.500.451.000.300.300.200.514.543.590.51C4068#7.830.001.301.000.790.541.000.006.154.240.00C4069#6.830.001.100.800.500.450.800.003.433.060.00C4070#7.930.001.701.401.540.731.400.0012.205.790.00C4071#9.880.001.100.800.500.450.800.004.964.420.00C40

16、72#8.130.001.301.000.790.541.000.006.384.400.00C4073#7.430.001.100.800.500.450.800.003.733.320.00C4074#8.230.001.501.201.130.641.200.009.305.230.00C4075#8.080.001.301.000.790.541.000.006.344.380.00C40第4頁(yè)/共4XXXXXX工工程程98#98#樓樓人人工工挖挖孔孔樁樁砼砼量量明明細(xì)細(xì)表表樁基本數(shù)據(jù)擴(kuò)大頭部分計(jì)算結(jié)果編號(hào)樁長(zhǎng)入巖挖孔D樁身D樁身截S護(hù)壁截S擴(kuò)大頭D錐體高H1 直擴(kuò)高H2 鍋底高H3擴(kuò)

17、大頭V樁身(T)V護(hù)壁(C30)V入巖VT76#8.930.002.101.802.540.921.800.0022.718.200.00C4577#9.480.001.301.000.790.541.000.007.445.130.00C4078#8.431.141.100.800.500.451.200.600.300.240.964.623.260.96C4079#8.830.001.100.800.500.450.800.004.443.950.00C4080#8.281.521.301.000.790.541.600.900.300.322.167.463.662.16C4581#9.031.481.100.800.500.451.400.900.300.281.565.363.381.56C4082#8.830.001.100.800.500.450.800.004.443.950.00C4083#8.280.801.100.800.500.451.000.300.300.200.514.273.350.51C4084#9.330.801.100.800.500.451.000.300.300.200.514.803.820.51C4

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)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(qǐng)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(qǐng)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(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒(méi)有圖紙預(yù)覽就沒(méi)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(kù)網(wǎng)僅提供信息存儲(chǔ)空間，僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對(duì)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(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請(qǐng)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(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論