八字墻參數(shù)計算1

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1、八字墻角度路基邊坡m八字墻未端高h(yuǎn)翼墻高Hk6+063551.5110530551.7570204101.7570228501.75702282+780.21301.57021227.231.58021632.771.580216451.570266-151.570266正交端墻寬E翼墻基礎(chǔ)厚度 sincostg角度4010600.819152 0.5735764361.42814801 49.544010700.819152 0.5735764361.42814801 50.324020600.173648 0.9848077530.17632698 1.9924020600.7660440

2、.642787611.19175359 44.755020600.50.8660254040.57735027 21.794020700.457564 0.8891769150.5145922618.84020700.541268 0.8408501260.64371521 24.794020600.707107 0.707106781138.28402060-0.25882 0.965925826-0.2679492-24.1比值N斜交端墻寬CC1C2C3C4E1E22.6169.7111.9144.8273.0305.817.415.42.5669.797.1130.1149.3182.4

3、17.415.74.0440.658.098.397.1137.420.320.02.8562.286.8146.0142.2201.431.128.23.7557.776.4121.0114.2158.923.121.53.8345.065.9109.5101.4145.022.521.13.6747.669.4115.2106.5152.323.822.03.1656.678.7132.5140.7194.528.325.53.7041.460.3103.0113.4156.020.721.9翼墻身體積翼墻基礎(chǔ)體積 翼墻頂面積28.218.525.283.172.571.882.501.6

4、811.253.742.470.022.351.791.481.981.823.022.091.913.268.767.309.234.262.883.783.292.280.016.254.1512.490918148.292760773圓管涵涵身工程量涵長管節(jié)砼15號砼砂礫墊層78.69364.41616.624井37.79329.5179.491和0.00093.93326.1140.7118480.358.511.6241.720.4811.904.23637.67955.92.7367.876井3.6851.7682.271角度141101690128.673.75.1 3.8278

5、31120.33.46.12943764.612.759445.7417476487.11.6628246.2165174.3724331690路基寬涵軸線與主線的夾角a 涵洞中樁 出口樁號左側(cè)中樁高程橫坡12.255060636073.28208.7530.0212.255060636052.72208.2380.02中央分隔帶 路肩高程涵洞的設(shè)計高程1.5208.538 進(jìn)口208.50.0381.5208.023 出口208.5-0.477涵中心樁號交角左路基寬 右路基寬左洞口對應(yīng)路基邊緣樁號右洞口對應(yīng)路基邊緣樁號K線K3+490.0120.00001.00011.500K3+490.5

6、77K3+483.4LK線K3+498.3120.513611.5001.000K3+505.0K3+497.7整體路基K21+300.070.000012.25012.250K21+295.5K21+304.5整體路基K27+914.2110.000012.25012.250K27+918.7K27+909.7K線K2+780.2187.23001.00011.500K2+780.162K2+780.8LK線K2+780.090.000011.5001.000K2+780.0K2+780.0K線K4+389.0060.00001.00011.500K4+388.423K4+395.6LK線K

7、4+353.460.487211.5001.000K4+346.9K4+354.0K線K24+550.0068.00001.00011.500K24+549.596K24+554.6LK線K24+548.971.643311.5001.000K24+545.1K24+549.2LK線K4+385.0107.000011.5001.000K4+388.5K4+384.7K線K2+872.00110.00001.00011.500K2+872.364K2+867.8LK線K2+874.8113.275011.5001.000K2+879.7K2+874.4K線K4+821.5090.00001.0

8、0011.500K4+821.500K4+821.5LK線K4+818.388.270511.5001.000K4+817.9K4+818.3K線K75+357.6690.00001.00011.500K75+357.660K75+357.7LK線K75+372.489.680011.5001.000K75+372.3K75+372.4K線K24+310.00113.000012.25012.250K24+315.200K24+304.8K線K3+490.00120.00001.00011.500K3+490.577K3+483.4LK線K3+498.3120.513611.5001.000K

9、3+505.0K3+497.7K線K3+490.00120.00001.00011.500K3+490.577K3+483.4LK線K74+793.060.000011.5001.000K74+786.4K74+793.6變坡點樁號變坡點高程坡度豎曲線半徑切線長涵中心設(shè)計高程左中心設(shè)計高K2+900.0105.3810.029122.491122.508K2+900.0105.3810.029122.731122.927K21+700.0340.3160.020332.316332.227K27+650.0230.641-0.040220.073219.895K2+900.0105.3810.

10、0088579.088160.000106.469106.470K2+900.0105.3810.0088579.088160.000106.470106.470K4+550.0151.0310.02512903.226160.000147.006146.992K4+500.0148.6990.02311126.268150.000145.351145.202K24+320.0339.131-0.0430.0000.000329.356329.373K24+320.0339.131-0.0460.0000.000328.605328.780K4+500.0148.699-0.02311126.

11、268150.000146.127146.219K2+900.0105.3810.0088579.088160.000106.629106.631K2+900.0105.3810.0088579.088160.000106.649106.687K4+550.0151.0310.050164.552164.552K4+500.0148.6990.050164.550164.532K75+200.0196.300-0.00617391.300200.000195.406195.406K75+200.0196.300-0.0068579.088160.000195.275195.275K24+320

12、.0339.131-0.0430.0000.000339.556339.335K2+900.0105.3810.029122.491122.508K2+900.0105.3810.029122.731122.927K2+900.0105.3810.029122.491122.508K74+900.0105.3810.029102.278102.085右中心設(shè)計高左路基邊緣右路基邊緣左邊坡右邊坡1.75左邊坡m1.75右邊坡m122.298268.627122.0611.7771.6902.0731.971122.713122.690122.6961.7871.6981.9811.981332.

13、405332.524332.111-2.0621.6141.883220.251219.657220.0141.5621.6321.8231.904106.467106.440106.7671.5011.5031.7511.753106.470106.125106.4551.5001.5001.7501.750147.173146.974146.9361.6951.7701.9782.065145.365144.965145.3471.6911.7582.0512.051329.159329.348329.2701.6611.5771.9371.840328.589328.220328.579

14、1.6171.5451.8871.803146.120146.269146.0951.5521.5851.8491.849106.600106.601106.9001.6041.5891.8711.854106.646106.342106.6311.6421.6241.8951.895164.552164.534164.3141.5001.5001.7501.750164.551164.295164.5341.4971.5041.7551.755195.406195.376195.7061.5001.5001.7501.750195.275194.930195.2601.5001.5001.7

15、501.750339.777339.309339.8891.5871.6751.8511.954122.298122.490122.0611.7771.6902.0731.971122.713122.690122.6961.7871.6981.9811.981122.298122.490122.0611.7771.6902.0731.971102.295101.848102.2771.6901.7772.0732.073跌跌水水井井立面正側(cè)面圖坡度體積基礎(chǔ)體積 拋片石頂高管底高溝底差豎井高長底寬豎井寬269.08261.890.57.4904.0052.27256.0451.78109.97.

16、2630.78邊邊溝溝鋪鋪砌砌117.2跌水井頂端斜寬度高坡度斜長溝底寬平長體積4.4306.0001.00010.4300.892.71532.9端端墻墻高底寬側(cè)面長基礎(chǔ)墻身帽石圓管體積基礎(chǔ)埋深 均長2.2101.0532.4242.462.250.181.900.400.777.9902.4986.04511.2067.140.435.250.802.11合計13.769.40.67.67670512.4952 0.50206321.381.91.14.822夾夾角角90.000圓圓管管涵涵清清單單工工程程量量計計算算標(biāo)段管長范圍豎井范圍清單數(shù)量樁號涵長交角回填砂礫管底高程回填砂礫豎井長砂

17、礫總計涵長總計m度m3大小左右側(cè)面合計23490-3498109120746.952253890256.2175.94171.633.6166.081.2250.82.059807590512.5191.284188.1343.689.050.8143.42.06063114.90350786.7188.767184.3673.6173.483.8260.82.0654529.562196.5366.403366.4031751.91751.9655.0655.06.06.02406.874372.403393803990263.2253.695251.7823.637.626.267.42.

18、014178.83390221.67272484.8484.867.467.42.02.0552.21874.000524310.351.227113347.2328.515324.9853.6110.860.0174.424550-245533572235.186.22786.227582.3582.3174.4174.40.00.0756.76986.22796022534.38585231.2130.299126.9453.6100.355.7159.62.0608204090270.16193841110276.662047.33560234.4622803990263.2134.85

19、131.553.697.254.4155.22.0627723790249.3153.119149.5453.6113.561.1178.32.06483744.590301.3161.55157.053.6181.786.8272.22.0655554790318.6317.885317.8852144.52144.5765.2765.28.08.02909.728325.88575357-753427590512.57575512.5512.50.00.00.00.0512.47275.000128116964137433.1818223290214.7826802890187.01241

20、24834.7834.70.00.00.00.0834.732124.000171078215890394.71080305845391.91081654390290.9114369.53990263.211562067.341110459.075.5571.153.6173.483.8260.82.01163605445364.21166422590166.211670032115214.01169803790249.3413.341413.3412793.32793.3260.8260.82.02.03054.073415.341蓋蓋板板涵涵清清單單工工程程量量計計算算樁號涵長臺身高 回填

21、面積 臺背體積寬度板頂體積254301507.475.0511257.56450L4385304.937.811345.6844389596.560.23551.85.6165.2L4353.42334.937.81247.45.692.44821.5716.560.24274.25.6198.86270857.169.925943.262556920303.320.52615.64.6697313.268768.2546415.6190.47570544.431.851719.94.6124.28385556.966.636635.6154合計38047.6178338540496.966.

22、63263.45.6137.29128405.3543.58251743.35.611210160485.444.2521245.6134.410280505.444.252212.55.614010640475.241.611955.674.6108.110989.477768.255255.255.6215.613684.6323.3520.9825671.445.689.613955.232.1875.3543.58251402.78995.690.123615128696.966.64595.45.6193.2合計23223.751220.2236525572936.458.65545

23、4.455.6260.4總計11707.5121837171339.844736198.2684.64831.41844.1381739830.639830.63400.61855.32258.42352.52063.775470.85761.041492.9144788.624443.9724443.975714.855714.85小樁號合成超高值 已知坡度B緩和曲線起點 緩和曲線終點 涵洞中樁超高漸變率0.05010.752448524625245500.003839290.030.0210.75244352449524548.8830.0053750.060.0210.75433544554388.50.005375大樁號ii超高值已知坡度B緩和曲線起點0.0232142860.0232140.05010.75212550.05694150.0369420.026750.006750.060.0210.7543354緩和曲線終點 涵洞中樁超高漸變率ii2135521304.50.0053750.025250.02525445543850.0053750.0350.015-2大樁號