GCL 溝槽土方量自動計(jì)算_第1頁
GCL 溝槽土方量自動計(jì)算_第2頁
GCL 溝槽土方量自動計(jì)算_第3頁
全文預(yù)覽已結(jié)束

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(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

排水土方開挖(135度)(300:1.27;400:1.39;500:1.52;600:1.85;800:2.13;1000:2.41;1200:2.88;1350:3.08;1500:3.33),,,,,,,,,,排水土方開挖(180度)(300:1.3;400:1.43;500:1.57;600:1.9;800:2.2;1000:2.5;1200:2.97;1350:3.18;1500:3.45),,,,,,,,

管徑,底寬,長度,深度1,深度2,坡度,面積,體積,扣減體積,,管徑,底寬,深度1,深度2,長度,坡度,面積,體積,扣減體積

200,1.1,,0.85,0.85,0,0.935,0,0,,300,1.3,1.5,1.9,,0.67,4.1731,0,0

300,1.27,,1.1,1.1,0,1.397,0,0,,,1.3,1.9,2.3,,0.67,5.7115,0,0

400,1.39,,1.2,1.3,0,1.7375,0,0,,,1.3,2.61,1.88,,0.67,6.3845775,0,0

,1.39,,1.173,1.173,0.67,2.55234243,0,0,,,1.3,2.694,2.1,,0.67,7.02475806,0,0

,1.39,,1.173,1.173,0.67,2.55234243,0,0,,400,1.43,3.024,2.863,,0.67,10.01855558,0,0

500,1.52,,1.32,1.4,0,2.0672,0,0,,,1.43,1.15,1.15,,0.67,2.530575,0,0

,1.52,,1.3,1.3,0,1.976,0,0,,,1.43,1.15,1.18,,0.67,2.5754415,0,0

,1.52,,1.8,1.6,0.67,4.527,0,0,,500,1.57,3.878,3.648,,0.67,15.40408398,0,0

,1.52,,1.5,1.7,0.67,4.1539,0,0,,,1.57,3.623,3.308,,0.67,13.50394766,0,0

,1.52,,1.35,1.3,0.67,3.1906875,0,0,,,1.57,3.278,3.1,,0.67,11.82575014,0,0

,1.52,,1.325,1.325,0.67,3.19026875,0,0,,800,2.2,3.978,3.978,,0.67,19.35400428,0,0

,1.52,,1.5,1.5,0.67,3.7875,0,0,,,2.2,1.92,2.77,,0.67,8.9643655,0,0

,1.52,,1.35,1.3,0.67,3.1906875,0,0,,,2.2,1.7,2.52,,0.67,7.737534,0,0

,1.52,,1.3,1.3,0.67,3.1083,0,0,,,2.2,1.7,2.6,,0.67,7.96275,0,0

,1.52,,1.31,1.31,0.67,3.140987,0,0,,,2.2,1.58,1.62,,0.67,5.235468,0,0

,1.52,,1.31,1.31,0.67,3.140987,0,0,,,2.2,1.48,1.63,,0.67,5.0448455,0,0

,1.52,,1.3,1.3,0.67,3.1083,0,0,,,2.2,1.58,1.63,,0.67,5.2573555,0,0

,1.52,,1.4,1.4,0.67,3.4412,0,0,,,2.2,1.55,1.6,,0.67,5.1274375,0,0

800,2.13,,1.5,1.5,0.67,4.7025,0,0,,1000,2.5,2.5,2.5,,0.67,10.4375,0,0

,2.13,,1.4,1.4,0.67,4.2952,0,0,,,2.5,2.44,1.7,,0.67,8.137606,0,0

,2.13,,1.575,1.5,0.67,4.859634375,0,0,,,2.5,2.44,1.7,,0.67,8.137606,0,0

,2.13,,1.605,1.5,0.67,4.923543375,0,0,,,2.5,1.7,1.7,,0.67,6.1863,0,0

,2.13,,1.5,1.625,0.67,4.966484375,0,0,,,2.5,1.78,2.05,,0.67,7.2567515,0,0

,2.13,,1.605,1.5,0.67,4.923543375,0,0,,,2.5,1.78,1.86,,0.67,6.77038,0,0

,2.13,,1.4,1.4,0.67,4.2952,0,0,,,2.5,1.85,1.85,,0.67,6.918075,0,0

,2.13,,1.5,1.525,0.67,4.754459375,0,0,,,2.5,1.78,1.85,,0.67,6.7454515,0,0

,2.13,,1.58,1.4,0.67,4.666594,0,0,,,2.5,1.75,1.88,,0.67,6.7474615,0,0

,2.13,,1.59,1.4,0.67,4.6878635,0,0,,,2.5,1.88,1.88,,0.67,7.068048,0,0

,2.13,,1.5,1.5,0.67,4.7025,0,0,,1

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(hù)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(fù)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(shí)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。

評論

0/150

提交評論