方格網(wǎng)防護(hù)計算

,,,,,路基防護(hù)工程數(shù)量表,,,,,,,,,,,,,,

,,,,,銀川至古窯子高速公路銀川段（正線）,,,,,,,第1頁共2頁,,,,,,,

,,,,,序號,起訖樁號,工程名稱,主要尺寸說明,單位,數(shù)量,,工程數(shù)量及名稱,,,,,,,備注

,,,,,,,,,,左,右,7.5號漿砌片石(m3),土方開挖(m3),砂礫墊層(m3),預(yù)制C20砼(m3),C20砼坡形護(hù)肩(m3),砂漿勾縫(m2),碎石墊層(m3),

K,+,～,,防護(hù)高度,1,2,3,4,5,6,7,8,9,12,13,14,15,16,17

0,000,1,293.98,1.92,2,K0+000～K1+293.98,漿砌片石,平均高度1.92m,m,1293.98,1293.98,4168.4,7801.8,965.9,,198.5,6905.0,385.3,西干渠防護(hù)大堤西側(cè)

1,395.02,1,405.02,6.1,3,K1+395.02～K1+405.02,漿砌片石,平均高度6.1m,m,10.00,10.00,77.4,120.2,22.2,,1.5,204.1,3.0,西干渠中橋橋頭

1,405.02,1,650,5.1,4,K1+405.02～K1+650,方格網(wǎng)護(hù)坡,平均高度5.1m,m,244.98,244.98,441.0,1016.7,142.62,47.71,37.6,,73.0,

3,697.98,3,702.98,2.77,5,K3+697.98～K3+702.98,漿砌片石,平均高度2.77m,m,5.00,5.00,20.7,36.2,5.2,,0.8,42.0,1.5,五平一支溝西橋頭

3,724.02,3,729.02,2.79,6,K3+724.02～K3+729.02,漿砌片石,平均高度2.79m,m,5.00,5.00,20.8,36.4,5.3,,0.8,42.4,1.5,五平一支溝東橋頭

5,125,5,700,2.08,7,K5+125～K5+700,下部1m為漿砌片石,平均高度2.08m,m,575.00,575.00,1126.8,1417.6,290.8,,88.2,,171.2,

5,726,6,290,2.03,8,K5+726～K6+290,下部1m為漿砌片石,平均高度2.03m,m,564.00,564.00,1105.2,1390.4,285.2,,86.5,,168.0,

6,290,6,370,4.11,9,K6+290～K6+370,上部方格網(wǎng)下部1m為漿砌片石,平均高度4.11m,m,80.00,80.00,227.6,197.2,78.0,13.19,12.27,288.4,23.8,

6,900,7,680,7.86,10,K6+900～K7+680,方格網(wǎng)護(hù)坡,平均高度7.86m,m,780.00,780.00,1404.0,3237.0,697.32,198.48,119.7,,232.3,

8,620,8,800,4.87,11,K8+620～K8+800,方格網(wǎng)護(hù)坡,平均高度4.87m,m,180.00,180.00,324.0,215.6,100.14,34.16,27.6,,53.6,

9,100,9,450,4.76,12,K9+100～K9+450,方格網(wǎng)護(hù)坡,平均高度4.76m,m,350.00,350.00,722.0,419.3,190.24,65.59,53.7,,104.2,

10,200,10,550.98,5.3,13,K10+200～K10+550.98,方格網(wǎng)護(hù)坡,平均高度5.3m,m,350.98,350.98,773.5,420.5,212.21,69.87,53.8,,104.5,

10,550.98,10,560.98,6.74,18,K10+550.98～K10+560.98,漿砌片石,平均高度6.74m,m,10.00,10.00,84.4,129.4,24.4,,1.5,227.2,3.0,跨包蘭鐵路立交橋西橋頭

11,306.02,11,316.02,7.62,19,K11+306.02～K11+316.02,漿砌片石,平均高度7.62m,m,10.00,10.00,93.9,142.0,27.5,,1.5,258.9,3.0,跨包蘭鐵路立交橋東橋頭

12,850,13,250,4.87,15,K12+850～K13+250,方格網(wǎng)護(hù)坡,平均高度4.87m,m,400.00,400.00,836.6,479.2,222.38,75.91,61.4,,119.1,

14,250,14,810,4.08,16,K14+250～K14+810,方格網(wǎng)護(hù)坡,平均高度4.08m,m,560.00,560.00,1055.7,670.9,261.24,96.70,85.9,,166.8,

16,050,16,267.48,4.89,17,K16+050～K16+267.48,方格網(wǎng)護(hù)坡,平均高度4.89m,m,217.48,217.48,456.0,260.5,121.45,41.36,33.4,,64.8,

16,267.48,16,277.48,6.35,18,K16+267.48～K16+277.48,漿砌片石,平均高度6.35m,m,10.00,10.00,72.7,95.0,22.3,,1.5,213.1,3.0,新開渠中橋西橋頭

16,362.52,16,372.52,5.75,19,K16+362.52～K16+372.52,漿砌片石,平均高度5.75m,m,10.00,10.00,66.2,86.4,20.2,,1.5,191.5,3.0,新開渠中橋東橋頭

16,372.52,16,900,4.34,20,K16+372.52～K16+900,上部方格網(wǎng)下部1m為漿砌片石,平均高度4.34m,m,527.48,527.48,1532.2,1300.4,528.2,89.62,80.92,1901.9,157.1,

16,900,16,930,2.79,21,K16+900～K16+930,下部1m為漿砌片石,平均高度2.79m,m,30.00,30.00,58.8,74.0,15.2,,4.6,,8.9,

17,950,18,000,3.19,22,K17+950～K18+000,下部1m為漿砌片石,平均高度3.19m,m,50.00,50.00,98.0,123.3,25.3,,7.7,,14.9,

18,100,18,317.98,4.17,23,K18+100～K18+317.98,方格網(wǎng)護(hù)坡,平均高度4.17m,m,217.98,217.98,416.1,261.1,103.98,38.06,33.4,,64.9,

18,317.98,18,322.98,4.95,24,K18+317.98～K18+322.98,漿砌片石,平均高度4.95m,m,5.00,5.00,32.5,51.9,9.1,,0.8,81.3,1.5,躍進(jìn)溝小橋西橋頭

18,344.02,18,349.02,5.5,25,K18+344.02～K18+349.02,漿砌片石,平均高度5.5m,m,5.00,5.00,35.5,55.8,10.0,,0.8,91.2,1.5,躍進(jìn)溝小橋東橋頭

18,349.02,18,450,4.65,26,K18+349.02～K18+450,上部方格網(wǎng)下部1m為漿砌片石,平均高度4.65m,m,100.98,100.98,301.5,248.9,104.7,17.83,15.49,364.1,30.1,

18,450,18,820,3.39,27,K18+450～K18+820,下部1m為漿砌片石,平均高度3.39m,m,370.00,370.00,725.1,912.2,187.1,,56.8,,110.2,

18,950,19,123.48,5.32,28,K18+950～K19+123.48,方格網(wǎng)護(hù)坡,平均高度5.32m,m,173.48,173.48,383.2,207.8,105.34,34.61,26.6,,51.7,

19,123.48,19,133.48,5.65,29,K19+123.48～K19+133.48,漿砌片石,平均高度5.65m,m,10.00,10.00,72.6,113.8,20.6,,1.5,187.8,3.0,良田渠中橋西橋頭

19,198.52,19,208.52,6.91,30,K19+198.52～K19+208.52,漿砌片石,平均高度6.91m,m,10.00,10.00,86.2,131.8,25.0,,1.5,233.3,3.0,良田渠中橋東橋頭

19,208.52,19,650,5.58,31,K19+208.52～K19+650,方格網(wǎng)護(hù)坡,平均高度5.58m,m,441.48,441.48,1005.2,528.9,280.88,90.56,67.7,,131.5,

19,650,20,010,2.92,32,K19+650～K20+010,下部1m為漿砌片石,平均高度2.92m,m,360.00,360.00,705.5,887.5,182.0,,55.2,,107.2,

20,010,20,080,2.81,33,K20+010～K20+080,下部1m為漿砌片石,平均高度2.81m,m,70.00,70.00,137.2,172.6,35.4,,10.7,,20.8,

20,200,20,375.48,4.89,34,K20+200～K20+375.48,方格網(wǎng)護(hù)坡,平均高度4.89m,m,175.48,175.48,367.9,210.2,98.02,33.38,26.9,,52.3,

20,375.48,20,385.48,5.71,35,K20+375.48～K20+385.48,漿砌片石,平均高度5.71m,m,10.00,10.00,73.2,114.6,20.8,,1.5,190.0,3.0,張家莊二支溝中橋西橋頭

20,440.52,20,450.52,5.92,36,K20+440.52～K20+450.52,漿砌片石,平均高度5.92m,m,10.00,10.00,75.5,117.6,21.5,,1.5,197.6,3.0,張家莊二支溝中橋東橋頭

20,450.52,20,750,5.12,37,K20+450.52～K20+750,方格網(wǎng)護(hù)坡,平均高度5.12m,m,299.48,299.48,645.9,358.8,174.99,58.45,45.9,,89.2,

20,800,21,000,2.22,38,K20+800～K21+000,下部1m為漿砌片石,平均高度2.22m,m,200.00,200.00,391.9,493.1,101.1,,30.7,,59.6,

,,,,,39,本頁合計,,,,,,20220.7,24536.6,5743.8,1005.5,1338.1,11619.6,2597.6,

,,,,,,,編制:,,,復(fù)核,,,,審核,,,圖號1-15,,

,,,,,路基防護(hù)工程數(shù)量表,,,,,,,,,,,,,,

,,,,,銀川至古窯子高速公路銀川段（正線）,,,,,,,,,,,,第2頁共2頁,,

,,,,,序號,起訖樁號,工程名稱,主要尺寸說明,單位,數(shù)量,,工程數(shù)量及名稱,,,,,,,備注

,,,,,,,,,,左,右,7.5號漿砌片石(m3),挖基(m3),砂礫墊層(m3),預(yù)制C20砼(m3),現(xiàn)澆C20砼坡形護(hù)肩(m3),砂漿勾縫(m3),碎石墊層(m3),

K,+,～,,防護(hù)高度,1,2,3,4,5,6,7,8,9,12,13,14,15,16,17

21,900,22,500,4.1,2,K21+900～K22+500,上部方格網(wǎng)下部1m為漿砌片石,平均高度4.1m,m,600.00,600.00,1705.2,1479.2,584.5,98.82,92.04,2163.3,178.7,

22,500,22,716.48,6.19,3,K22+500～K22+716.48,方格網(wǎng)護(hù)坡,平均高度6.19m,m,216.48,216.48,527.4,259.3,152.73,47.26,33.2,,64.5,

22,716.48,22,726.48,7.25,,K22+716.48～K22+726.48,漿砌片石,平均高度7.25m,m,10.00,10.00,89.9,136.7,26.2,,1.5,245.5,3.0,唐徠渠大橋西橋頭

22,851.52,22,861.52,7.29,,K22+851.52～K22+861.52,漿砌片石,平均高度7.29m,m,10.00,10.00,90.3,137.3,26.3,,1.5,247.0,3.0,唐徠渠大橋東橋頭

22,861.52,23,180,6.62,4,K22+861.52～K23+180,上部方格網(wǎng)下部1m為漿砌片石,平均高度6.62m,m,318.48,318.48,1114.7,785.2,401.0,69.82,48.85,1148.3,94.8,

23,300,23,500,6.98,5,K23+300～K23+500,上部方格網(wǎng)下部1m為漿砌片石,平均高度6.98m,m,200.00,200.00,718.8,493.1,260.0,45.40,30.68,721.1,59.6,

24,100,24,518.98,7.19,6,K24+100～K24+518.98,方格網(wǎng)護(hù)坡,平均高度7.19m,m,418.98,418.98,1130.1,501.9,342.87,100.54,64.3,,124.8,

24,508.98,24,518.98,4.95,,K24+508.98～K24+518.98,漿砌片石,平均高度4.95m,m,10.00,10.00,65.0,103.7,18.1,,1.5,162.6,3.0,大新渠中橋西橋頭

24,584.52,24,594.52,4.18,,K24+584.52～K24+594.52,漿砌片石,平均高度4.18m,m,10.00,10.00,56.7,92.7,15.4,,1.5,134.8,3