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、（附錄6）路基土石方數(shù)量計算表第1頁共7頁樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)利用方數(shù)量及調(diào)配(m3)借方數(shù)量棄方數(shù)量備注面積總數(shù)量土石(m3)及運距(m3)及運距(m2)ⅠⅡⅢⅣⅤⅥ本樁利用填缺挖余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313
2、233K00000.734132.26K00500.729198.545036.575207.3156021.945207.3158269.9758269.97536.5758233.4K01000.713118.575036.05207.216021.63207.217927.857927.8536.057891.8K01500.709139.495035.55207.116021.33207.116451.5756451.57535
3、.556416.03K02000.726163.185035.875207.1756021.525207.1757566.857566.8535.8757530.98K02500.736239.515036.55207.316021.93207.3110067.2510067.2536.5510030.7K0300233.865018.4203.686011.04203.6811834.27511834.27518.411815.9K0
4、350216.285020602011253.511253.511253.5K0400239.015020602011382.111382.111382.1K0450260.775020602012494.57512494.57512494.6K0500278.335020602013477.62513477.62513477.6K0550291.335020602014241.37514241.37514241.4K1141296.6
5、2212060206064.62286064.62286064.62K1141296.62大、中橋梁K1150303.6892060202701.35682701.35682701.36大、中橋梁K1200288.055020602014793.27514793.27514793.3K1250280.1950206020142061420614206K1300280.045020602014005.6514005.6514005.7K1
6、498283.71382060209962.47149962.47149962.47K1498283.71大、中橋梁K1500287.632206020571.34272571.34272571.343大、中橋梁K1550274.885020602014062.9514062.9514063K1600282.665020602013938.5513938.5513938.6K1626.980285.5826.982060207665.5
7、5767665.55767665.56K1650287.8423.022060206600.06426600.06426600.06K1700291.95020602014493.37514493.37514493.4K1750294.85020602014667.42514667.42514667.4小計19939.8119.439.8248699.59248699.59199248501累計19939.8119.439.824869
8、9.59248699.59199248501路基土石方數(shù)量計算表第2頁共7頁樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)利用方數(shù)量及調(diào)配(m3)借方數(shù)量棄方數(shù)量備注面積總數(shù)量土石(m3)及運距(m3)及運距(m2)ⅠⅡⅢⅣⅤⅥ本樁利用填缺挖余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石123567891011121314151617181920212223
9、24252627282930313233K1750294.8K1800296.545020602014783.57514783.57514783.6K1850297.445020602014849.52514849.52514849.5K1900300.155020602014939.77514939.77514939.8K1950298.285020602014960.87514960.87514960.9K2000292.48502
10、0602014769.0514769.0514769.1K2011.097290.9711.0972060203237.26123237.26123237.26K2050284.8338.90320602011200.17411200.17411200.2K2100274.345020602013979.2513979.2513979.3K2150264.65020602013473.413473.413473.4K2161.09726
11、2.9511.0972060202927.0892927.0892927.09K2200257.1738.90320602010117.11410117.11410117.1K2250249.775020602012673.4512673.4512673.5K2515186.03252060205934.78755934.78755934.79K2515186.03大、中橋梁K2550205.72352060206855.6618685
12、5.66186855.66大、中橋梁K2600200.195020602010147.72510147.72510147.7K26500.721208.255018.025203.6056010.815203.60510210.8510210.8518.02510192.8K27000.716197.785035.925207.1856021.555207.18510150.810150.835.92510114.9K27500.716
13、201.325035.8207.166021.48207.169977.6759977.67535.89941.88K28000.744175.435036.5207.36021.9207.39418.9259418.92536.59382.42K28500.743194.445037.175207.4356022.305207.4359246.89246.837.1759209.63K29000.744184.415037.17520
14、7.4356022.305207.4359471.2259471.22537.1759434.05K29500.754105.135037.45207.496022.47207.497238.47238.437.457200.95K300013.1233.14750346.852069.3760208.112069.373456.8253456.825346.853109.98K30505.91659.63950475.92095.18
15、60285.542095.182319.652319.65475.91843.75K310018.4533.13750609.1520121.8360365.4920121.832319.42319.4609.151710.25小計1669.95333.991001.97333.99238659.26238659.261669.95236989累計1868.95373.791121.37373.79487358.85487358.851
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. 眾賞文庫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。
- 6. 下載文件中如有侵權(quán)或不適當內(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確性、安全性和完整性, 同時也不承擔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