潦河渡槽回填工程量

1、潦河渡槽回填工程量桩号开挖料4%水泥改性土砂石料断面距离开挖料渡0+437.1489.7759.27438.08310.005253.980渡0+427.1561.02676.52858.54615.008690.543渡0+412.1597.71386.37260.22915.009333.908渡0+397.1646.80895.16984.89413.809226.922渡0+383.3690.42794.10931.1181.20807.776渡0+382.1655.86795.105出口连接段砂砾石已做过签认单见下表12.005697.300渡0+370.1293.68380.751

2、2.00666.513渡0+368.1372.83089.5899.001677.735渡0+359.10.00000.000.000渡0+359.1下游0.00008.25615.380.000渡0+343.7215.82308.25621.72171.838渡0+322.008.25621.900.000渡0+300.1008.25621.900.000渡0+278.2008.25621.900.000渡0+256.3008.25621.900.000渡0+234.4008.25621.900.000渡0+212.5008.25621.900.000渡0+190.6008.25622.10

3、0.000渡0+168.5008.256方量：41526.514渡0+000.0146.166018.120.000渡0+018.1170147.679021.880.000渡0+040.0257.638020.00799.650渡0+060.0173.595013.50858.742渡0+073.579.96517.514015.001472.618渡+088.5上游127.22114.71100.000.000渡+088.5下游116.38414.711015.002386.335渡0+103.5上游208.26819.78200.000.000渡0+103.5下游201.79419.78

4、2015.004292.370渡0+118.5279.19227.964015.002093.940渡0+133.5370.5232.5430方量：11903.654渡0+044.46101.4111.419027.544047.692退0+072.153.722.34404.07714.025退0+076.072192.540.736010.932312.288退0+087.196.980026.695512.546退0+113.689230.6517.09030.317118.569退0+144.216.1217.453016.003389.408退0+160.239.0521.69502

5、5.004329.350退0+185.207.5620.416020.002075.610退0+205.107.3018.261030.001609.425退0+235.0.0021.4170方量：31108.913综上：开挖料4%水泥土砂石料13.50858.742150801.43424040.5115499.757综上：4%水泥改性土砂石料备注679.010483.1451221.750890.8131361.5581088.4231306.018800.483113.5283073.0771055.136170.340403.1510.0000.000126.977280.000179

6、.320320.000180.80640.000180.80640.000180.80640.000180.80640.000180.80640.000180.80642846.900182.45769157.3917909.5333657.85903515.21902751.52001271.0660潦河渡槽回填工程量241.68800.0000258.69800.0000392.4380209.730012298.2160.000167.37404.772097.4010232.9020587.8060302.9520499.4500418.3300273.91502584.9030127

7、1.0660潦潦河河涵涵洞洞式式渡渡槽槽进进口口连连接接段段砂砂砾砾石石回回填填工工程程量量计计算算表表VA=Sh=341.012*(132.95-124.55)=2864.501mVB=Sh=12.3（132.95-124.55）0.533.729=1742.440mVF=VD=Sh=12.3（132.95-124.55）0.59.5=490.77mVE=VC=6.481（6.481/1.5）0.512.32-（0.23（0.23/1.5）0.50.45=172.206mV底板齿槽=（1.531428.72）2=87.964mV扶壁=9（132.95-125.85）0.50.52+9（131

8、.745+129.386+127.088+131.748+129.415+127.057-125.85*6）0.50.5=79.963m综上所述：潦河进口连接段的砂砾石回填量为：V=VA+VB+VC+VD+VE+VF-V底板齿槽-V扶壁=5764.966 上式工程量计算表中字母含义详见附件计算平面图计算： 审核： 监理： 日期：潦潦河河涵涵洞洞式式渡渡槽槽进进口口连连接接段段砂砂砾砾石石回回填填工工程程量量计计算算表表VA=Sh=341.012*(132.95-124.55)=2864.501mVB=Sh=12.3（132.95-124.55）0.533.729=1742.440mVF=VD=

9、Sh=12.3（132.95-124.55）0.59.5=490.77mVE=VC=6.481（6.481/1.5）0.512.32-（0.23（0.23/1.5）0.50.45=172.206mV底板齿槽=（1.531428.72）2=87.964mV扶壁=9（132.95-125.85）0.50.52+9（131.745+129.386+127.088+131.748+129.415+127.057-125.85*6）0.50.5=79.963m综上所述：潦河进口连接段的砂砾石回填量为：V=VA+VB+VC+VD+VE+VF-V底板齿槽-V扶壁=5764.966 上式工程量计算表中字母含义

10、详见附件计算平面图计算： 审核： 监理： 日期：潦河渡槽进口护岸挡墙后1m砂砾石方量为：V1=56.386(137.1-125.85)-(137.1-125.85)10.5-(11.1250.50.5)12=570.218V2=81.896（137.1-125.85）-（137.1-125.85）10.5-（11.1250.50.5）21=809.111V3=（1（133-125.85）+（1（137.1-125.85）/217.948-（136.641-125.85）0.51-1(136.641-125.85)/100.50.5）-（135.615-125.85）0.51-1(135.615

11、-125.85)/100.50.5-（134.587-125.85）0.51-1(134.587-125.85)/100.50.5-（133.559-125.85）0.51-1(133.589-125.85)/100.50.5）=89.067V4=12.132（133-125.85）-(（133-125.85）0.51-1(133-125.85)/60.50.5)3=76.913V5=42.292（133-125）-（133-125.85）0.51-1(133-125)/60.50.5）-（133-125）0.51-1(133-125)/30.50.5）2-（133-125）0.51-1(13

12、3-125)/7.50.50.5）6=306.028V倒角=0.50.50.5（32.2+23.4+81.9+17.95+12.13+3.34+12.7+25.01）=26.079综上：潦河护岸挡墙回填砂砾石方量为570.218+809.111+89.067+76.913+306.028-26.079=1825.258m 说明：上式工程量计算表中字符含义详见附图潦河渡槽进口护岸挡墙后1m砂砾石方量为：V1=56.386(137.1-125.85)-(137.1-125.85)10.5-(11.1250.50.5)12=570.218V2=81.896（137.1-125.85）-（137.1-

13、125.85）10.5-（11.1250.50.5）21=809.111V3=（1（133-125.85）+（1（137.1-125.85）/217.948-（136.641-125.85）0.51-1(136.641-125.85)/100.50.5）-（135.615-125.85）0.51-1(135.615-125.85)/100.50.5-（134.587-125.85）0.51-1(134.587-125.85)/100.50.5-（133.559-125.85）0.51-1(133.589-125.85)/100.50.5）=89.067V4=12.132（133-125.85）

14、-(（133-125.85）0.51-1(133-125.85)/60.50.5)3=76.913V5=42.292（133-125）-（133-125.85）0.51-1(133-125)/60.50.5）-（133-125）0.51-1(133-125)/30.50.5）2-（133-125）0.51-1(133-125)/7.50.50.5）6=306.028V倒角=0.50.50.5（32.2+23.4+81.9+17.95+12.13+3.34+12.7+25.01）=26.079综上：潦河护岸挡墙回填砂砾石方量为570.218+809.111+89.067+76.913+306.0

15、28-26.079=1825.258m 说明：上式工程量计算表中字符含义详见附图潦河出口连接段砂砾石回填工程量计算表桩号断面面积断面距离平均断面面积方量（m）备注渡0+359.1330.2892.000322.4680644.9360渡0+361.1314.64712.025178.27802143.7930渡0+373.12541.9092.76541.9505115.9931渡0+375.89上游41.9920.00046.55200.0000渡0+375.89下游51.1126.21050.7430315.1140渡0+382.150.374方量为：3219.8361V1=1.54130

16、.42=46.877mV2=5.25.9(132.9-132)2+1.54128.98=99.882mV齿槽=V1+V2=46.877+99.882=146.759m综上砂砾石方量为：3219.836-146.759=3073.077m挡土墙后至边坡角ABCDEFGHIJ区方量为：226.2*(137.10-125.85)+210.405*(137.10-125.85)+898.506*(137.10-125.85)+60.685*(137.10-125.85)+15.066*(133-125)+33.066*(133-125)+162.47*(133-125)+81.829*(133-123

17、.7)+96.708*(137.10-124.55)+63.062*(137.10-124.55)=20153.64m挡土墙后1:1.5边坡回填至132.75高程出方量为：(649.356*(132.75-124.55)+985.911*(132.75-124.55)=6318.553m挡土墙后1:1.5边坡从132.75m高程回填至137.1m高程处方量为：(649.356*(137.1-132.75)+985.911*(137.1-132.75)=7113.411mL区回填至133高程方量为：(4.811*4.811+7.724*8.45)*13.437/2=594.006mM区回填至13

18、3高程方量为：188.988*(133-126.377)-0.5*0.5*0.5*20.026=1249.164mN区回填至133高程方量为：90.3*(133-126.377)=598.057O区回填至133高程方量为：20.829*(133-126.37)=138.0961:4.38边坡回填方量为：854.884m，通过三维图量取P区回填至137.1高程方量为：194.833*(137.1-(131.602+128.746)/2)+28.058*(137.10-(127.694+131.602)/2-1)+106.144*(137.1-(135.04+131.569)/2-1)+290.9

19、98*(137.1-(135.04+131.569)/2-1)+738.112+237.084+367.418+527.407+93.110*(137.1-132.75)+209.779+194.617 =5320.099Q区回填至137.1高程方量为：21.397*(137.1-132.75)+54.461 =147.537椭圆面锥坡左侧1:4.38回填高程方量为：2097.756 通过三维椭圆面锥坡回填方量为：3977 通过三维椭圆面锥坡右侧至进口连接段回填方量为：1873.766 通过三维R回填至144.3高程处方量为：2580.169mS区回填至144.3高程处方量为：18.028*(

20、144.3-132.94)=204.798mT区回填至144.3高程处方量为：178.845*(144.3-140)=769.033mU区回填至144.3高程处方量为：311.487+369.391+42.090+327.638=1050.606mV区回填至144.3高程处方量为：468.028*(144.3-143.5)=374.422mW区从137.1回填至144.3高程方量为：80.204*(144.3-137.1)=577.468mX区回填至144.3高程方量为：2364.018m 三维Y区回填至144.3高程方量为：100.529*(144.3-132.75)=1161.110Z区回

21、填至137.1高程方量为：313.093*（137.1-132.75）=1361.954m进口连接段左岸1:2.5边坡回填方量为：1256.466m进口连接段左岸弧坡回填方量为：1329.334mAZ区从137.1高程回填至144.3高程方量为：388.473*(144.3-137.1)=2797.006m20153.646318.5537113.411594.0061249.164598.057138.096854.884挡土墙后至边坡角ABCDEFGHIJ区方量为：226.2*(137.10-125.85)+210.405*(137.10-125.85)+898.506*(137.10-1

22、25.85)+60.685*(137.10-125.85)+15.066*(133-125)+33.066*(133-125)+162.47*(133-125)+81.829*(133-123.7)+96.708*(137.10-124.55)+63.062*(137.10-124.55)=20153.64m挡土墙后1:1.5边坡回填至132.75高程出方量为：(649.356*(132.75-124.55)+985.911*(132.75-124.55)=6318.553m挡土墙后1:1.5边坡从132.75m高程回填至137.1m高程处方量为：(649.356*(137.1-132.75)

23、+985.911*(137.1-132.75)=7113.411mL区回填至133高程方量为：(4.811*4.811+7.724*8.45)*13.437/2=594.006mM区回填至133高程方量为：188.988*(133-126.377)-0.5*0.5*0.5*20.026=1249.164mN区回填至133高程方量为：90.3*(133-126.377)=598.057O区回填至133高程方量为：20.829*(133-126.37)=138.0961:4.38边坡回填方量为：854.884m，通过三维图量取5320.099147.5372097.75639771873.7662580.169204.798769.033P区回填至137.1高程方量为：194.833*(137.1-(131.602+128.746)/2)+28.058*(137.10-(127.694+131.602)/2-1)+106.144*(137.1-(135.04+131.569)/2-1)+290.998*(137.1-(135.04+131.569)/2-1)+738.112+237.084+