雨、污水檢查井深度、管長計算表工程量計算

1、雨水工程井號井深路面高管內(nèi)底路床平均深度管長匯總管長過路管挖方樁號管徑管徑上底寬0+070雨-1D6001.6591.722539管徑長度長度0+109雨-2D600/5001.786d3002065 pvcd3001.3960+148雨-3D5001.8492.111116.9d400373.6 pvcd4002.34080+187雨-4D5002.219d500116.9 pvc62178.9 d5002.69260+226雨-5D500/4002.59d60039465.5504.5 d6004.070280+265雨-6D4001.8641.8838.9d700341.963.5405

2、.4 d7003.68680+304雨-7D4001.267d800159.1d8004.43740+343雨-8D4001.574116.7d900455.770.5526.2 d9004.446/10.520+382雨-9D4001.853d100023847285 d10005.223160+421雨-10D400/7002.132d1200304.847351.8 d12004.45/11.950+460雨-11D7002.6452.4393333136.8d1400580.223.5603.7 d14000+505雨-12D7002.511d150084.2d15005.406880

3、+510雨-13D7002.488d1600152.6d16005.179/12.6790+520雨-14D7002.442d1800296.623.5320.1 d18006.925420+525雨-15D700/D9002.418d2000324.6d20006.488/13.9880+557雨-16D9002.3793.1764000*1800597.622.5620.19.323880+586雨-17D9002.717148.53400*1800106.12.5108.66.342/13.8420+625雨-18D9003.169小計6235.9 小計780.50+664雨-19D90

4、03.845合計7016.40+703雨-20D900/12004.5280+742雨-21D12005.365.3468159.2雨、污合計排水工程土工隔柵工程量計算0+781雨-22D12005.638總計管徑pvcpe砼干管0+820雨-23D12005.663d3002065過路管0+859雨-24D1200/14005.545d400929.62886.4K2+305箱涵0+898雨-25D14005.5685.4098117.3d500332.31257.7小計0+937雨-26D14005.44d600504.5504.5道路工程土工隔柵工程量計算0+976雨-27D14005.

5、312d700405.4405.4道路1+015雨-28D1400/16005.184d800159.1159.1合計1+054雨-29D16005.3585.1724152.6d900526.2526.61+093雨-30D16005.232d10002852851+132雨-31D16005.107d1200351.8351.81+171雨-32D1600/18004.981d1400603.7603.71+210雨-33D18005.0014.899114.3d150084.284.21+249雨-34D18004.872d1600152.6152.61+288雨-35D1800/200

6、04.742d1800320.1320.41+325雨-36D20004.8236.2696324.6d2000324.6324.61+362雨-37D20004.7044000*1800620.11+399雨-38D20004.5843400*1800108.61+436雨-39D20007.7841+473雨-40D20007.661+510雨-41D20007.3721+547雨-42D20006.9861+584雨-43D20007.2261+620雨-44D2000/14006.8151+653雨-45D14005.785 164.31+686雨-46D14005.2761+719雨

7、-47D14004.8291+751雨-48D14004.641+787雨-49D1400/12004.7311+823雨-50D12004.8035.0554145.61+859雨-51D12005.0251+895雨-52D12005.2481+931雨-53D1200/9005.471+967雨-54D9005.3865.2662145.62+003雨-55D9005.62+039雨-56D9005.8152+075雨-57D900/7004.062+111雨-58D7003.6783.6198149.62+147雨-59D7003.7472+183雨-60D7003.5582+223雨

8、-61D700/4003.0562+263雨-62D4002.1712.271333380.82+303雨-63D4001.5872+343雨-64D7002.8322.4797555.52+383雨-65D7002.7562+397雨-66D7002.7442+48967 4000*18004.69446.59141.8974.2186875597.62+52068 4000*18004.52246.37541.8532+56069 4000*18004.29946.09541.7962+60070 4000*18004.18445.92341.7392+64071 4000*18004.3

9、3346.01541.6822+68072 4000*18004.5946.21541.6252+72073 4000*18004.84746.41541.5682+76074 4000*18005.01846.52941.511總計2+80075 4000*18004.93746.38341.4462+84076 4000*18004.59345.97441.3812+88077 4000*18004.16545.48141.3162+92078 4000*18003.73644.98741.2512+96079 4000*18003.32444.50941.1852+95180 4000*

10、18003.244.32741.1273+02681 4000*18003.34544.42341.0783+056824000*1800/d14003.71244.74141.0293+09383 D14003.28345.23141.9484.1547143228.23+13084 D14003.58545.72142.1363+16785 D14003.99946.2142.2113+20486 D14004.41346.742.2873+24187 D14004.82847.1942.3623+28088 D1400/d10005.26347.70542.4423+32089 d100

11、03.50948.19344.6844.12681.43+36090 d1000/d9003.60648.61645.013+40091 d9003.54348.97645.4333.5486161.63+44092 d9003.53749.29445.7573+48093 d9003.53249.61246.083+52094 d900/d8003.52549.92946.4043+56095 d8003.4250.24746.8273.3924159.13+60096 d8003.41450.56547.1513+64097 d8003.40650.8747.4643+68098 d800

12、/d4003.19750.97547.7783+72299 d4001.80750.79848.9912.1781667137.23+757100 d4001.7650.47748.7173+792101 d4001.70650.14948.4433+827102 d4001.65249.82148.1693+862103 d400/d14002.94749.49246.5453+898104 d14002.6849.15446.4742.76870.43+934105 d1400/d15002.67748.93146.2543+953106 d15002.68448.90146.2172.8

13、932584.23+986107 d15002.83848.9946.1524+020108 d1500/d18003.37449.1645.7864+057109 d18003.61449.34545.7313.9753333182.64+094110 d18003.85349.5345.6774+131111 d18004.09249.71545.6234+168112 d18004.33249.945.5684+206113d1800/3400*18004.58750.09945.5124.2186875597.64+241114 3400*18004.98650.43745.45110

14、6.14+276115 3400*18005.50650.89645.395.272754+3101163400*1800/d10006.01251.34345.3314+349117 d10003.69251.85648.1644.3878156.64+388118 d10003.88652.36948.4834+427119 d10004.0852.88148.8014+464120 d10004.26953.36849.099小計4171.24000*1800箱涵工程量計算長度墊層(c15)底板(c30)墻體壓頂(c30)頂板(c30)抹灰597.6311.34961245.398487

15、8.472225.8928 1057.7043334721.04合計c15311.3496c302528.995533墻體砌筑878.472抹灰4721.04鋼材明細(xì)表編號直徑長根數(shù)總長kg/m重量底板255.11597730542.473.854 117710.6794雨污檢查井底板12597.523520913.20.88818570.9216砌體1020.165224.855699.827644.032.985 82517.42955井底砼墊層c10118.79120.9419945.818749.0520.888 16649.15818抹灰3088.19224.852241086.42

16、.9853242.904252.15168361.23.8541392.0648120.94672631.680.888560.93184140.611267.21.20981.2448251.4112156.83.854604.3072141.8224403.21.209487.4688140.5168841.209101.556141.2112134.41.209162.4896壓頂鋼筋12597.532011950.60.88810612.132882.8229898428.980.3953329.4471小計25119707.0514總計25138491.59c15360.261722

17、85760.333552299129.104c302952.8114832.759214967.2墻體砌筑1034.4391246393.144421253921.736抹灰5559.2383329.447183921.1508合計256022.7356匯總296430.783400*1800箱涵工程量計算長度墊層(c15)底板(c30)墻體壓頂(c30)頂板(c30)抹灰106.148.9121195.6484155.96740.1058 188.0602475838.19合計c1548.9121c30423.8144475墻體砌筑155.967抹灰838.19鋼材明細(xì)表編號直徑長根數(shù)總長k

18、g/m重量底板254.531061.24807.2363.854 18527.08754底板12106.0231.23307.8240.888 2937.347712224.251021.84342.652.985 12962.81025120.943164.172974.31980.888 2641.195982224.25321362.985405.96251.852444.43.854171.1176120.948075.20.88866.7776140.63219.21.20923.2128251.41622.43.85486.3296141.83257.61.20969.638414

19、0.524121.20914.508141.41622.41.20927.0816壓頂鋼筋12106.04202120.80.8881883.270482.82531.21497.9840.395591.70368小計2518784.534742213368.7702514134.4408127528.5916948591.70368合計40408.04117填方膨脹土地段10%石灰土加固6%石灰土回填管溝下底寬高體積上底寬高體積/m長度工程量高體積10.6 1484.321.3960.61338.429750.994612608.3281.11.88 1208.352.34081.09 12

20、08.2283071.347296.4 399.25081.32.11 492.4052.69261.32 471.42225241.407116.9 164.47831.923.258 4922.994.070282.468 3523.9635372.2393987.321 1.0481152.052.48 2883.873.68681.691740.665982.561192.3 492.48032.23.39 1789.944.43742.6 1257.7115922.942159.1 468.07220.92470.222.35/7.4463.176/5.26660533.431 55

21、39.9062163.343148.5 496.4355 1.6168832.54.126 4540.875.223163.336 3349.2718013.76581.4306.471 1.386433.72.8/7.455.5108764.7196583.028 5.379/3.461151843.63 9259.8916915.512175964.6 1.1479323.253.268 1191.045.406882.478 903.11861773.476/8.1795.5864784.7947106.912152.6 1054.771 2.0228503.74.887 8310.82

22、6.925424.097 5794.9869667.895114.3 902.3985 1.067689.34/9.4886.77 17847.85.98165039.13692840.5122.6816436.214.718 22723.29.323883.928 18918.345854.58/9.3425.6753604.892721.65175小計11134786898.594316785.1196016.22583.878216877.87489275769.8挖方排水工程土工隔柵工程量計算道路工程土工隔柵工程量計算污水工程井號井深路面高管內(nèi)底平均深度管長匯總管長過路管樁號管徑0+1

23、931d4001.65548.74247.0876.10611102.2管徑長度0+23122.6849.67246.992d400114 pvc4420+26933.61150.50846.897d4002548.4 pe3380+30743.79750.59946.802d500153.4 pvc0+34554.50151.20846.707d5001257.7 pe0+38364.79251.40446.612小計4853.50+42175.08251.59946.5170+45985.30951.73146.4220+49795.22651.55346.3270+535105.0795

24、1.31146.2320+573115.14551.28246.1370+611125.49851.54246.0440+649136.12252.07345.9510+687146.80652.66445.8580+725157.42853.19345.7650+763167.81753.48945.6720+801177.96653.54545.5790+839187.89753.38345.4860+877197.7953.18245.3920+915207.68552.98245.2970+953217.57952.78145.2020+991227.56452.58145.0171+

25、029237.36852.3845.0121+067247.26552.1844.9151+105257.16251.97944.8171+143267.05951.77944.721+181276.95551.57844.6231+219286.85151.37744.5261+257296.74951.17744.4281+29530 d400/d5006.74550.97644.2311+33331 d5006.58450.77644.1925.22316667879.61+371326.42250.57544.1531+409336.26150.37544.1141+447346.09

26、950.17444.0751+485355.84949.88544.0361+523365.42449.42143.9971+561374.95248.9143.9581+599384.47848.39843.921+637394.37647.88643.511+675403.90347.37543.4721+713413.46346.89643.4331+751423.32446.71843.3941+789433.54146.89743.3561+827443.88547.20443.3191+865454.23147.51243.2811+903464.57647.81943.2431+

27、941474.92148.12743.2061+979485.26748.43543.1682+013495.57548.7143.1352+055505.95749.0543.0932+093516.30249.35843.0562+131526.59749.61543.0182+16953 d500/d4006.62449.60442.982+20754d4006.43849.30642.8685.75428571264.42+245556.07548.8342.7552+278565.75748.41442.6572+321575.35347.88242.5292+359585.0934

28、7.5142.4172+3984.9447.22742.2872+56259d4005.18146.08140.9582+598605.11345.92540.8122+634615.26245.98540.7232+670625.5346.16540.6352+706635.79846.34540.5472+742646.05146.50940.4582+778656.12646.49640.372+815665.9846.25940.2792+852675.63845.82740.1892+889685.27245.3740.0982+926694.90644.9

29、1340.0072+963704.56644.48239.9163+000714.50244.32739.8253+038724.34544.52540.183+076734.52745.00640.4793+141744.73245.50940.7773+152754.61746.01241.3953+190764.82246.51541.6933+228775.02647.01841.9923+266785.23147.52142.293+304795.01648.00542.9893+342805.14848.43443.2863+38081 d400/d5005.21748.80443

30、.5873+41882d5005.49549.11943.6246.1935531.53+456835.75949.42143.6623+494846.02449.72343.6993+532856.28850.02543.7373+570866.55350.32743.7743+608876.81650.62843.8123+646887.05250.90343.8513+684897.08150.97143.893+722906.86950.79843.9293+760916.48250.44943.9673+798926.08750.09344.0063+836935.69149.736

31、44.0453+87494 d500/d4005.29549.37944.0843+91295d4004.76149.04244.2815.180428574933+950964.52448.90244.3783+988974.5254944.4754+026984.61849.1944.5724+064994.71149.3844.669 4+1021004.80449.5744.7664+1401014.89749.7644.8634+1781024.9949.9544.964+2161035.12150.17545.0544+2541045.4650.60745.1474+2921055

32、.86751.10745.244+3301066.27351.60645.3334+3681076.6852.10645.4264073.5d40058挖方填方膨脹土地段10%石灰土加固管徑上底寬下底寬高體積上底寬高體積/m長度工程量5561.34714401939.682886.4 d4002.86/10.361.1/5.865.671032474.324.88 25695.45d5003.318/10.818 1.3/6.3186.05846235 4.05/11.555.268476541.407385541.695小452481.37

33、56%石灰土回填管溝高體積3.53166533.818546422117匯總管長過路管挖方填方膨脹土地段10%石灰土加固6%石灰土回填管溝管徑上底寬下底寬高體積上底寬高體積/m長度工程量高體積管徑長度長度d3002065 pvcd3001.39610.61484.3221.3960.6 1338.429750.994612608.328d400373.6 pvcd4002.34081.11.88 1208.353912.34081.09 1208.228311.347296.4399.2508d500116.9 pvc62178.9 d5002.69261.32.11 492.4053622.

34、69261.32 471.4222521.407116.9164.4783d60039465.5504.5 d6004.070281.923.258 4922.994814.070282.468 3523.963542.2393987.3211.048115d700341.963.5405.4 d7003.68682.052.48 2883.866413.68681.69 1740.665982.561192.3492.4803d800159.1d8004.43742.23.39 1789.937534.43742.6 1257.711592.942159.1468.07220.92470.2

35、2d900455.770.5526.2 d9004.446/10.52 2.35/7.446 3.176/5.26660533.431 5539.906223.343148.5496.43551.616883d100023847285 d10005.223162.54.126 4540.870545.223163.3363349.27183.76581.4306.4711.386433.7d1200304.847351.8 d12004.45/11.952.8/7.455.5108764.719658d1400580.223.5603.7 d14003.028 5.379/3.46115184

36、3.63 9259.891695.512175964.61.147932d150084.2d15005.406883.253.268 1191.037795.406882.478 903.118618d1600152.6d16005.179/12.6793.476/8.1795.5864784.7947106.912152.6 1054.77122.022850d1800296.623.5320.1 d18006.925423.74.887 8310.824736.925424.097 5794.986977.895114.3902.39851.067689.3d2000324.6d20006

37、.488/13.988 4/9.4886.7717847.85.98165039.13692840.5122.6816434000*1800597.622.5620.19.323886.214.718 22723.20679.323883.928 18918.34593400*1800106.12.5108.66.342/13.842 4.58/9.3425.6753604.89 2721.65175小計6235.9 小計 780.5小計111346.6286898.59436785.11886016.22合計7016.4匯總管長過路管挖方填方膨脹土地段10%石灰土加固6%石灰土回填管溝管徑上

38、底寬下底寬高體積上底寬高體積/m長度工程量高體積管徑長度d400114 pvc4425561.34714401939.683.5316653d4002548.4 pe3382886.4 d4002.86/10.361.1/5.865.671032474.324.88 25695.4506d500153.4 pvcd5003.318/10.818 1.3/6.3186.05846235 4.05/11.555.268476541.407385541.6953.8185464d5001257.7 pe小45062481.375221174000*1800箱涵工程量計算長度

39、墊層(c15)底板(c30)墻體壓頂(c30)頂板(c30)抹灰597.6311.34961245.3984878.472225.8928 1057.7043334721.04合計c15311.3496c302528.995533墻體砌筑878.472抹灰4721.04鋼材明細(xì)表編號直徑長根數(shù)總長kg/m重量底板255.11597730542.473.854 117710.6794雨污檢查井底板12597.523520913.20.88818570.9216砌體1020.165224.855699.827644.032.985 82517.42955井底砼墊層c10118.79120.9419

40、945.818749.0520.888 16649.15818抹灰3088.19224.852241086.42.9853242.904252.15168361.23.8541392.0648120.94672631.680.888560.93184140.611267.21.20981.2448251.4112156.83.854604.3072141.8224403.21.209487.4688c15360.2617140.5168841.209101.556c302952.80998141.2112134.41.209162.4896墻體砌筑1034.439壓頂鋼筋12597.53201

41、1950.60.88810612.1328抹灰5559.2382.8229898428.980.3953329.4471小計25119707.0514總計25138491.58612285760.333552299129.103814832.759214967.21246393.144421253921.7361183329.447183921.15078合計256022.7356匯總296430.77683400*1800箱涵工程量計算長度墊層(c15)底板(c30)墻體壓頂(c30)頂板(c30)抹灰106.148.9121195.6484155.96740.1058 188.060247

42、5838.19合計c1548.9121c30423.8144475墻體砌筑155.967抹灰838.19鋼材明細(xì)表編號直徑長根數(shù)總長kg/m重量底板254.531061.24807.2363.854 18527.08754底板12106.0231.23307.8240.888 2937.347712224.251021.84342.652.985 12962.81025120.943164.172974.31980.888 2641.195982224.25321362.985405.96251.852444.43.854171.1176120.948075.20.88866.7776140.

43、63219.21.20923.2128251.41622.43.85486.3296141.83257.61.20969.6384140.524121.20914.508141.41622.41.20927.0816壓頂鋼筋12106.04202120.80.8881883.270482.82531.21497.9840.395591.70368小計2518784.534742213368.7702514134.4408127528.5916948591.70368合計40408.04117井號井深路面高管內(nèi)底路床平均深度管長樁號管徑0+070雨-1D6001.6591.7225390+109

44、雨-2D600/5001.7860+148雨-3D5001.8492.111116.90+187雨-4D5002.2190+226雨-5D500/4002.590+265雨-6D4001.8641.8838.90+304雨-7D4001.2670+343雨-8D4001.574116.70+382雨-9D4001.8530+421雨-10D400/7002.1320+460雨-11D7002.6452.439333333136.80+505雨-12D7002.5110+510雨-13D7002.4880+520雨-14D7002.4420+525雨-15D700/D9002.4180+557雨

45、-16D9002.3793.1760+586雨-17D9002.717148.50+625雨-18D9003.1690+664雨-19D9003.8450+703雨-20D900/12004.5280+742雨-21D12005.365.3468159.20+781雨-22D12005.6380+820雨-23D12005.6630+859雨-24D1200/14005.5450+898雨-25D14005.5685.4098117.30+937雨-26D14005.440+976雨-27D14005.3121+015雨-28D1400/16005.1841+054雨-29D16005.358

46、5.1724152.61+093雨-30D16005.2321+132雨-31D16005.1071+171雨-32D1600/18004.9811+210雨-33D18005.0014.899114.31+249雨-34D18004.8721+288雨-35D1800/20004.7421+325雨-36D20004.8236.2696324.61+362雨-37D20004.7041+399雨-38D20004.5841+436雨-39D20007.7841+473雨-40D20007.661+510雨-41D20007.3721+547雨-42D20006.9861+584雨-43D20

47、007.2261+620雨-44D2000/14006.8151+653雨-45D14005.7855.346164.31+686雨-46D14005.2761+719雨-47D14004.8291+751雨-48D14004.641+787雨-49D1400/12004.7311+823雨-50D12004.8035.0554145.61+859雨-51D12005.0251+895雨-52D12005.2481+931雨-53D1200/9005.471+967雨-54D9005.3865.2662145.62+003雨-55D9005.62+039雨-56D9005.8152+075雨-

48、57D900/7004.062+111雨-58D7003.6783.6198149.62+147雨-59D7003.7472+183雨-60D7003.5582+223雨-61D700/4003.0562+263雨-62D4002.1712.27133333380.82+303雨-63D4001.5872+343雨-64D7002.8322.4797555.52+383雨-65D7002.7562+397雨-66D7002.7442+4894000*18004.69446.59141.8974.2186875597.62+5204000*18004.52246.37541.8532+56040

49、00*18004.29946.09541.7962+6004000*18004.18445.92341.7392+6404000*18004.33346.01541.6822+6804000*18004.5946.21541.6252+7204000*18004.84746.41541.5682+7604000*18005.01846.52941.5112+8004000*18004.93746.38341.4462+8404000*18004.59345.97441.3812+8804000*18004.16545.48141.3162+9204000*18003.73644.98741.2

50、512+9604000*18003.32444.50941.1852+9514000*18003.244.32741.1273+0264000*18003.34544.42341.0783+0564000*1800/d14003.71244.74141.0293+093D14003.28345.23141.9484.154714286228.23+130D14003.58545.72142.1363+167D14003.99946.2142.2113+204D14004.41346.742.2873+241D14004.82847.1942.3623+280D1400/d10005.26347

51、.70542.4423+320d10003.50948.19344.6844.12681.43+360d1000/d9003.60648.61645.013+400d9003.54348.97645.4333.5486161.63+440d9003.53749.29445.7573+480d9003.53249.61246.083+520d900/d8003.52549.92946.4045.346164.33+560d8003.4250.24746.8273.3924159.13+600d8003.41450.56547.1513+640d8003.40650.8747.4643+680d8

52、00/d4003.19750.97547.7783+722d4001.80750.79848.9912.178166667137.23+757d4001.7650.47748.7173+792d4001.70650.14948.4433+827d4001.65249.82148.1693+862d400/d14002.94749.49246.5453+898d14002.6849.15446.4742.76870.43+934d1400/d15002.67748.93146.2543+953d15002.68448.90146.2172.8932584.23+986d15002.83848.9

53、946.1524+020d1500/d18003.37449.1645.7864+057d18003.61449.34545.7313.975333333182.64+094d18003.85349.5345.6774+131d18004.09249.71545.6234+168d18004.33249.945.5684+206d1800/3400*18004.58750.09945.5124+2413400*18004.98650.43745.451106.14+2763400*18005.50650.89645.395.272754+3103400*1800/d10006.01251.34

54、345.3314+349d10003.69251.85648.1644.3878156.64+388d10003.88652.36948.4834+427d10004.0852.88148.8014+464d10004.26953.36849.099小計4171.2井號井深路面高管內(nèi)底平均深度管長樁號管徑0+193d4001.65548.74247.0876.10611102.20+2312.6849.67246.9920+2693.61150.50846.8970+3073.79750.59946.8020+3454.50151.20846.7070+3834.79251.40446.612

55、0+4215.08251.59946.5170+4595.30951.73146.4220+4975.22651.55346.3270+5355.07951.31146.2320+5735.14551.28246.1370+6115.49851.54246.0440+6496.12252.07345.9510+6876.80652.66445.8580+7257.42853.19345.7650+7637.81753.48945.6720+8017.96653.54545.5790+8397.89753.38345.4860+8777.7953.18245.3920+9157.68552.98

56、245.2970+9537.57952.78145.2020+9917.56452.58145.0171+0297.36852.3845.0121+0677.26552.1844.9151+1057.16251.97944.8171+1437.05951.77944.721+1816.95551.57844.6231+2196.85151.37744.5261+2576.74951.17744.4281+295d400/d5006.74550.97644.2311+333 d5006.58450.77644.1925.223166667879.61+3716.42250.57544.1531+

57、4096.26150.37544.1141+4476.09950.17444.0751+4855.84949.88544.0361+5235.42449.42143.9971+5614.95248.9143.9581+5994.47848.39843.921+6374.37647.88643.511+675 3.90347.37543.4721+7133.46346.89643.4331+7513.32446.71843.3941+7893.54146.89743.3561+8273.88547.20443.3191+8654.23147.51243.2811+9034.57647.81943

58、.2431+9414.92148.12743.2061+9795.26748.43543.1682+0135.57548.7143.135d4006.10611102.22+0555.95749.0543.0932+0936.30249.35843.0562+1316.59749.61543.0182+169d500/d4006.62449.60442.982+207d4006.43849.30642.8685.754285714264.42+2456.07548.8342.7552+2785.75748.41442.6572+3215.35347.88242.5292+3595.09347.

59、5142.4172+3984.9447.22742.2872+562d4005.18146.08140.95.156782609802.82+5985.11345.92540.8122+6345.26245.98540.7232+6705.5346.16540.6352+7065.79846.34540.5472+7426.05146.50940.4582+7786.12646.49640.372+8155.9846.25940.2792+8525.63845.82740.1892+8895.27245.3740.0982+9264.90644.91340.0072+9634.56644.48

60、239.9163+0004.50244.32739.8253+0384.34544.52540.183+0764.52745.00640.4793+1414.73245.50940.7773+1524.61746.01241.3953+1904.82246.51541.6933+2285.02647.01841.9923+2665.23147.52142.293+3045.01648.00542.9893+3425.14848.43443.2863+380d400/d5005.21748.80443.5873+418d5005.49549.11943.6246.1935531.53+4565.