市政重庆市政管道计算表.xls

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1、桩号距离m挖方断面面积 填方断面面积平均挖方断面平均填方断面挖方体积 mK1+11000274.29K1+120100.07264.080.035269.1850.35 K1+1402026.21221.5613.14242.82262.8 K1+145.5665.56612.84179.8519.525200.705108.6762 K1+16014.4340.22137.66.53158.72594.25402 K1+180200108.150.11122.8752.2 K1+20020071.75089.950 K1+220201.3438.610.6755.1813.4 K1+2402

2、072.55036.94519.305738.9 K1+26020208.590140.5702811.4 K1+28020461.320334.95506699.1 K1+294.93814.938555.760508.5407596.571 K1+3005.062626.340591.0502991.895 K1+32020591.380608.86012177.2 K1+34020451.960521.67010433.4 K1+36020381.010416.48508329.7 K1+38020314.970347.9906959.8 K1+40020314.050314.51062

3、90.2 K1+42020180.730247.3904947.8 K1+4402030.0610.328105.3955.1642107.9 K1+444.3094.30916.4630.0323.2620.179100.2273 K1+46015.6910118.388.2374.205129.1369 K1+480200276.050197.2150 K1+500200335.680305.8650 K1+520200291.220313.450 K1+540200273.920282.570 K1+560200192.270233.0950 K1+580200107.1450149.7

4、0750 K1+600204.8764.972.43586.057548.7 K1+6202068.0123.3636.4444.165728.8 K1+64020198.51.064133.25512.2122665.1 K1+66020350.060274.280.5325485.6 K1+68020570.430460.24509204.9 K1+70020462.580516.505010330.1 K1+72020342.50402.5408050.8 K1+74020225.30283.905678 K1+76020197.980211.6404232.8 K1+765.9295.

5、929217.730207.85501232.372 汇总120452.1备注挖方m3112983.26已扣挖方清表及挖 方清淤光面爆破m25378.03挖方含清表填方m351190.58已加填方清表及扣 除级配碎石层填方-路床下80cm以 内-压实度96区m312711.130.24831填方不含清表清表按30cm计m311758.03填方-路床下80cm以 外-压实度93区m338479.45土：石=2：8清淤换填m3-挖方区1268.80暂按设计量抛石挤淤m333395.50暂按设计量，不扣 1m，扣除级配碎石 级配碎石垫层m34922.00 清淤换填m3-填方区10798.40暂按设计

6、量机械凿打挖方120452.532光面爆破m25378.03填方50554.5756186.78填方-路床下80cm以 内-压实度96区m314046.695挖方清表6057.3填方-路床下80cm以 外-压实度93区m342140.085填方清表710.21 清淤换填-挖方段1268.8 清淤换填-填方段8150.24 抛石挤淤33395.5 级配碎石垫层4922外弃方64265.752 需回填方 清表外弃-不可利用填方体积m挖方清表 长度m填方清表 长度m挖方平均清表 长度m填方平均清 表长度m挖方清表 m填方清表 m挖方光面爆破 长度m-左幅挖方光面爆破 长度m-右幅060.812002

7、691.851.32875.140.66467.9761.992203.92800 4856.417.161.689.21468.4155.284410.461.960 1117.1240 315.05854.1816.07957.9326.84871 96.731511.550 2291.0366 51.67251.9238.36553.051536.22212 229.72360.1660 2457.5079.750.83665.83655.016395.01900 1799082.07080.910485.4600 1103.63.42649.4781.71365.77410.27839

8、4.64400 386.149.82026.62324.739159.738148.4342.630.3136 054.069051.94450311.66706.7290 060.877057.4730344.838013.4487.37 066.244063.56050284.84017.4512.618 067.04066.6420101.2025018.1823.657 061.97064.5050387.0308.77616.07 060.09061.030366.1806.57824.85 057.427058.75850352.55105.1312.288 055.079056.

9、2530337.51802.5511.069 055.0198055.04940330.296402.089.9 049.686052.35290314.117400.80.98 103.2834.6516.5442.1688.27253.00849.6200 86.95131124.9726.8229.8121.6838.53539 28.0257400 1164.3506 6056.0712.48541.44558.77064 195.09400 3944.3076.78066.4250398.5500 6117.3076.78076.780460.6800 6269063.026069.

10、9030419.41800 5651.4061.808062.4170374.50200 4661.9057.959059.88350359.30100 2994.15053.7055.82950334.97700 1721.156.8844.7583.4449.22920.64295.37401.57 883.331.7520.619.31532.679115.89196.07405.378 244.2429.853.36530.811.9825184.871.895011.21 10.6457.35043.61.6825261.610.0953.513.04 068.79063.07037

11、8.4204.8319.38 058.649063.71950382.31704.9389.99 057.65058.14950348.89704.876.36 053.14055.3950332.3704.1593.12 050.07051.6050309.6304.11.03 050.59050.33089.5219704.561.42 50554.572 61198.91 7937.2871174.2858974.8576200.019 5558.006118.984191.6136平均挖方光面爆 破长度m-左幅平均挖方光面爆 破长度m-右幅挖方光面爆破面 积路床下80cm以内-96区

12、压实度(填方路基）047.9500043.05455 0.98019.645.5885.5 1.75509.7683340.4239.0597 0.858012.38437238.79571.51423 0.08301.6642.19809.8 00046.19883.8 00032.35785.4 1.3150.156829.4360323.5 4.67950.156896.72600 10.08853.685275.4700 15.4499.994380.06753400 17.81518.1375181.99155500 13.47819.8635666.8300 7.67720.465

13、62.7400 5.85418.569488.4600 3.8411.6785310.3700 2.31510.4845255.9900 1.445.44137.600 0.40.4917.86.9469.4 0009.836.06633 00046.6442.4862 00050.11967.1 00049.04991.5 00046.6956.4 00046.6932 00046.63932.3 00047.55941.8 00.78515.730.82783.7 03.47469.4818.89497.1 08.294165.880.94198.3 1.7512.125277.509.4

14、 4.16516.21407.500 4.88414.685391.3800 4.9048.175261.5800 4.51454.74185.0900 4.12952.075124.0900 4.331.22532.93559500 116.704190.90365378.02938612711.126 5项目名称 车行道 一期路面 水泥混凝土面层厚22cm（砼弯拉强度 4.5MPA) 6%水泥稳定级配碎石底基层（挖方段25cm ） 6%水泥稳定级配碎石底基层（填方段30cm ） 碾压密实路基（密实度90%） 二期加铺 沥青玛蹄脂碎石SMA13上面层厚4cm 粘层油（改性乳化沥青0.6kg/

15、） 沥青混凝土AC-16下面层厚5cm改性沥青防水卷材Hi-APP机制C30砼立式路缘15*42*100cm 机制C30砼立式路缘20*52*100cm-中分带 塑料薄膜养护 非机动车道 C25砼亚光防滑型彩色方砖20*10*4cm（ 包含1:3水泥砂浆厚2cm）C20砼垫层厚10cm碾压密实路基（密实度90%）机制C20砼花带石12*20*100cm 人行道 C25砼亚光防滑型彩色方砖20*10*4cm（ 包含1:3水泥砂浆厚2cm） C20砼垫层厚10cm 碾压密实路基（密实度90%） 机制C25砼路边石12*20*100cm 机制C25砼植树圈12*20*88cm 黄色盲道砖20*20*

16、4cm T字形提示块材20*20*4cm 其它零星工程 树池处基坑土方 种植土回填 外弃土方 中央分隔带沟槽土石方-挖方段种植土回填胀缝（活动式圆钢传力杆28*400间距 300） 横向施工缝横向缩缝纵向施工缝纵向缩缝（拉杆14*500间距800）锯缝机锯缝 沥青填缝 沥青木板接顺道路 水泥混凝土面层厚22cm 6%水泥稳定级配碎石底基层25cm 碾压密实路基（密实度90%）路基挖方路基填方 雨水口加固（板中式）C30砼面板厚22cm钢筋10以内 截、排水沟 30cm厚M7.5浆砌Mu30片石 沟槽土石方人行道栏杆护面墙及混凝土封面 M7.5砂浆砌Mu30条石-基础 M7.5砂浆砌Mu30条石

17、-墙身 C25砼预制帽石 10弹试软管 沉降缝（沥青麻筋）填塞 种植土回填 15厚干砌片石-墙后 20厚黏土隔水层C15砼封面厚5cm挡墙土石方计算式单位 （桩号K1+110-K1+780)-标准路幅宽11m18841.295-1382.45(中央绿化带）-1168.396*0.2（中分带路缘石）+1779.15610149.892-1032.215（中央绿化带）-0.2*728.894（中分带路缘石）9266.024-350.235（中央绿化带）-439.502*0.2（中分带路缘石）+1797.51710149.892+9266.024-1382.45(中央绿化带）-1168.396*0.

18、2（中分带路缘石）+1797.51718841.295-1382.45(中央绿化带）-1168.396*0.2（中分带路缘石）+1779.156 18841.295-1382.45(中央绿化带）-1168.396*0.2（中分带路缘石）+1779.156 18841.295-1382.45(中央绿化带）-1168.396*0.2（中分带路缘石）+1779.156 0.5*(44-3.5-0.4)*(int(670/200+1)+4)胀缝处+(0.5*(44-3.5-0.4)*（int（670/5+1)- 6)+0.5*(65.65-44)*INT(21.25/5-1)横向缩缝处+（0.5*67

19、0*4+0.5*76.2*2+0.5*21.25*6）纵向缩 缝处1275.926+48m 1168.396m 18841.295-1382.45(中央绿化带）-1168.396*0.2（中分带路缘石）+1779.156 （桩号K1+110-K1+780)-标准路幅宽3.5m (11067.727+242.316-人行道路边石0.12*(2361.945+22.8)-3.63*(2361.945+22.8)人行道-边侧绿化 带1779.995-路缘石0.15*(385.092+48)-T字形提示块材0.4*(87.6+33)(11067.727+242.316-人行道路边石0.12*(2361

20、.945+22.8)-3.63*(2361.945+22.8)人行道-边侧绿 化带1779.995-路缘石0.15*(385.092+48)-T字形提示块材0.4*(87.6+33)*0.1m(11067.727+242.316-人行道路边石0.12*(2361.945+22.8)-3.63*(2361.945+22.8)人行道-边侧绿化 带1779.995-路缘石0.15*(385.092+48)-T字形提示块材0.4*(87.6+33)1442.05m （桩号K1+110-K1+780)-标准路幅宽3.75m 3.63*(2361.945+22.8)-黄色盲道砖0.4*(1293.48+2

21、7)-T字形提示块材0.4*(19.2+12.8)- 植树圈1*1*int(（1293.48+27)/5+1)(3.63*2384.745-植树圈1*1*int（1320.48/5+1)*0.1m 3.63*2384.745-植树圈1*1*int（1320.48/5+1) 2361.945+22.8m 0.88*4*int（1320.48/5+1)m 0.4*(1293.48+27) 0.4*87.6+0.4*19.2+0.4*6.4 桩号K1+110-K1+765 1*1*0.16*int（1320.48/5+1)m 1*1*0.16*int（1320.48/5+1)m 1*1*0.16*i

22、nt（1320.48/5+1)m 1032.215*0.566m1032.215*0.566+350.235*0.616m(起点28.84*4+终点28.77*4+21.22+21.25+15.36+13.8)m22+(11+16.75)*2m 22*(655-交叉口80)/5+1)-涨缝(起点28.84*4+终点28.77*4)- 横向施工缝77.5+加宽段60/5*5.75+85/5*4+60/5*5.75*2+85/5*4+交叉口(604.75+502.75)mm 标准段(655- 交叉口80)*4+(交叉口560.4+46.86+65.17+541.545+123.36)+加宽段 (7

23、3.12+77.142+70.86+88.95+106.04+51.5)*1m3694.56+4104.94m 0.22*302+0.22*77.5m2 0.044*3694.56+0.03*112.03+0.03*4104.94m2（桩号K1+110-K1+780)-标准路幅宽3.8m 209.78+243.84+380.95 209.78+243.84+380.95 209.78+243.84+380.95190.3*13993/720.6m190.3*3896/720.6m （桩号K1+110-K1+780)-48个(2.26*0.71-1.72*0.44)*0.22*48m（5.96+

24、3.97+1.86+14.79）*48kg （桩号K1+110-K1+780)-长度754.79m （0.65+2.05）*0.8*0.5-（0.4+1.2）*0.5*0.5）*754.79m （0.65+2.05）*0.8*0.5*754.79mm（桩号K1+260-K1+420右侧) 0.24*160m 1.62*(160-5*2)+10*(0.5*0.5+0.5*3+4*0.5*(0.5*0.5+0.5*3)/6m （0.2*0.3-0.05*0.05）*(160-2*5)+SQRT(5*5+2.5*2.5)*2)m 3.25*int（160/2.5+1)+160+SQRT(2.15*2

25、.15+0.53*0.53)*INT(160/5+1)m 0.2*SQRT(3.5*3.5+0.875*0.875)*2*INT(160/10+1) 0.5*0.85*160m 0.5*0.15*160m 0.5*0.2*160m350.25*0.05m30*0.61+160*2.25m工程量备注道路扣减最终19004.3218137.717818218866.603988971.898299.4968872.402210625.405699.49610525.909619597.303819597.303819004.321854.5430907118949.77871 19004.3218

26、54.5430907118949.77871 19004.321854.5430907118949.778714259.2751323.926 1168.396 19004.3218474.050450.057726765473.992723247.4050450.05772676547.34731823474.050450.057726765473.99272321442.057850.63235258.65502877591.977321839.162435249.517589.645435 8391.624358391.62435 2384.745 932.8 528.192 45.28

27、42.4 42.4 42.4 584.23369799.97845应注意若中央分 隔带回填种植土 单计；路基总填 方量需扣除填方 段种植土量#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME? #NAME? #NAME?（桩号K1+110-K1+780)-标准路幅宽11m（桩号K1+110-K1+780)-标准路幅宽3.5m（桩号K1+110-K1+780)-标准路幅宽3.75m834.57 834.57 834.573695.348182按照设计 总说明工 程量折算 1028.8770478.952768因设计图 中未明确 面板砼强 度

28、等级， 暂按C30计 算车行道检查井加 固无大样1275.84513.2572 815.1732100依据设计总说明 ，填方高度大于 2m，且有行人活 动需设置人行道 栏杆 38.4 251.75 9.267869544 444.323953 24.53247847 68 12 16混凝土封面高度道路长度#NAME?K1+355- K1+385K1+3550378.3K1+3605 K1+38020 K1+3855桩号范围项目名称处理面积处理深度m体积m级配碎石垫层- 50cm厚-m3k1+180-K1+220左侧填方段抛石挤淤60321206301.5k1+220-K1+240路面挖方段清淤

29、换填7931.61268.80k1+460-K1+600路面填方段抛石挤淤92413.48333513732189.54620.5K1+080-K1+180路面填方段清淤换填67491.610798.40汇总 清淤换填m12067.28150 抛石挤淤m33395.5 级配碎石垫层-50cm厚-m34922备注抛出水面1m 详见图纸交底，取消级配 碎石层 抛出水面1m 详见图纸交底，取消级配 碎石层起始节点终点节点挖填区域位置管道性质管径m中心线长度m应扣宽mW-42W-43T车行道HDPE双壁波纹管SN80.530.11.1 W-43W-43-1T车行道HDPE双壁波纹管SN80.418.2

30、1.1 W-43W-82T车行道HDPE双壁波纹管SN80.538.31.1 W-81W-82T车行道HDPE双壁波纹管SN80.438.81.1 W-82W-83T车行道HDPE双壁波纹管SN80.517.91.1 W-84W-85T人行道HDPE双壁波纹管SN40.4301.1 W-85W-86T人行道HDPE双壁波纹管SN40.4201.1 W-86W-87W人行道HDPE双壁波纹管SN40.4301.1 W-87W-88W人行道HDPE双壁波纹管SN40.4301.1 W-88W-89W人行道HDPE双壁波纹管SN40.4301.1 W-89W-90W人行道HDPE双壁波纹管SN40.

31、4301.1 W-90W-91W人行道HDPE双壁波纹管SN40.4301.1 W-91W-92W人行道HDPE双壁波纹管SN40.4331.1 W-92W-93W人行道HDPE双壁波纹管SN40.4331.1 W-93W-104T车行道HDPE双壁波纹管SN80.441.61.1 W-108W-108-1T人行道HDPE双壁波纹管SN40.512.21.1 W-108W-109T人行道HDPE双壁波纹管SN40.517.71.1 W-109W-140T车行道HDPE双壁波纹管SN80.541.21.1 W-109W-110T人行道HDPE双壁波纹管SN40.5281.1 W-110W-111

32、T人行道HDPE双壁波纹管SN40.5251.1 W-111W-112T人行道HDPE双壁波纹管SN40.5251.1 W-112W-113T人行道HDPE双壁波纹管SN40.5251.1 W-113W-114T人行道HDPE双壁波纹管SN40.5251.1 W-114W-115W人行道HDPE双壁波纹管SN40.5301.1 W-115W-116W人行道HDPE双壁波纹管SN40.5301.1 W-116W-117W人行道HDPE双壁波纹管SN40.5251.1 W-117W-118W人行道HDPE双壁波纹管SN40.5211.1 W-118W-119W人行道HDPE双壁波纹管SN40.51

33、6.91.1 W-94W-95T人行道HDPE双壁波纹管SN40.4201.1 W-95W-96T人行道HDPE双壁波纹管SN40.4201.1 W-96W-97T人行道HDPE双壁波纹管SN40.4251.1 W-97W-98W人行道HDPE双壁波纹管SN40.4251.1 W-98W-99W人行道HDPE双壁波纹管SN40.4261.1 W-99W-100W人行道HDPE双壁波纹管SN40.433.51.1 W-100W-101W人行道HDPE双壁波纹管SN40.4331.1 W-101W-102W人行道HDPE双壁波纹管SN40.4331.1 W-102W-103W人行道HDPE双壁波纹

34、管SN40.4251.1 W-103W-104T人行道HDPE双壁波纹管SN40.4301.1 W-104W-105T人行道HDPE双壁波纹管SN80.4311.1 W-105W-106T车行道HDPE双壁波纹管SN80.430.21.1 W-106W-107T人行道HDPE双壁波纹管SN80.59.61.1 W-106W-140T人行道HDPE双壁波纹管SN80.510.81.1 W-140W-141T人行道HDPE双壁波纹管SN40.5301.1 W-141W-142T人行道HDPE双壁波纹管SN40.5301.1 W-142W-143W人行道HDPE双壁波纹管SN40.5301.1 W-

35、143W-144W人行道HDPE双壁波纹管SN40.5301.1 W-144W-145W人行道HDPE双壁波纹管SN40.5301.1 W-145W-146W人行道HDPE双壁波纹管SN40.5301.1 W-146W-147W人行道HDPE双壁波纹管SN40.5301.1 W-147W-148W人行道HDPE双壁波纹管SN40.5321.1 汇总1223.7污水雨水雨水口 挖方区-挖方3414.849484.4965.664 填方区-挖方2581.738245.9填方区-人工1448.7789129558.061205 填方区-机械2173.4462343686.624733 粗砂垫层361

36、.8218389172.36043827.92 沙砾石-主次回 填区域2012.529178670.7569313挖方-人工清底897.632200.54 填方-人工清底871.961735.5 沙砾石垫层216.28074 砼C15-C1481.4277042 砼C15-C2503.0627553 钢丝网318.2729472 砂浆抹带13.20222897 SN4-400515.6 SN8-400154.3 SN4-500500.87.3 SN8-500141.3 SN4-30072 SN4-800138.3 II级砼管1234.2 II级砼管1.2104.8 II级砼管1.35354 I

37、I级砼管1.65346.7 SN8-80037.9 SN8-70012.9 玻璃钢夹砂管 SN7.5-1.415.7玻璃钢夹砂管 SN7.5-1.855管道埋深m平均开挖深度m实际长度m井墙厚m起始节点终点节点起始节点终点节点平均管壁厚m粗砂垫层厚m每侧工作 面宽度m290.64.5134.2544.6624.4031.6730.0240.1250.4 17.10.64.2544.2014.37554.32251.5430.02150.10.4 37.20.64.2544.2014.4034.351.6730.0240.1250.4 37.70.63.112.93.23153.02151.54

38、30.02150.10.4 16.80.64.2014.1944.354.3431.6730.0240.1250.4 28.90.62.92.8453.02152.96651.5430.02150.10.4 18.90.62.8452.92.96653.02151.5430.02150.10.4 28.90.62.92.93.02153.02152.86150.02150.10.4 28.90.62.92.93.02153.02152.86150.02150.10.4 28.90.62.92.93.02153.02152.86150.02150.10.4 28.90.62.92.93.0215

39、3.02152.86150.02150.10.4 28.90.62.92.93.02153.02152.86150.02150.10.4 31.90.62.92.93.02153.02152.86150.02150.10.4 31.90.62.92.9433.02153.06452.8830.02150.10.4 40.50.64.6284.6284.74954.74951.5430.02150.10.4 11.10.62.9063.0753.0553.2241.6730.0240.1250.4 16.60.62.9062.883.0553.0291.6730.0240.1250.4 40.1

40、0.62.882.9813.0293.131.6730.0240.1250.4 26.90.62.882.733.0292.8791.6730.0240.1250.4 23.90.62.732.6152.8792.7641.6730.0240.1250.4 23.90.62.6152.62.7642.7491.6730.0240.1250.4 23.90.62.62.7192.7492.8681.6730.0240.1250.4 23.90.62.7192.8062.8682.9551.6730.0240.1250.4 28.90.62.8062.8542.9553.0032.8190.024

41、0.1250.4 28.90.62.8542.9593.0033.1082.89550.0240.1250.4 23.90.62.9593.0473.1083.1962.9920.0240.1250.4 19.90.63.0413.1663.193.3153.09250.0240.1250.4 15.80.63.1663.2153.3153.3643.17950.0240.1250.4 18.90.62.92.93.02153.02151.5430.02150.10.4 18.90.62.9612.93.08253.02151.5430.02150.10.4 23.90.62.9062.93.

42、02753.02151.5430.02150.10.4 23.90.62.92.93.02153.02152.86150.02150.10.4 24.90.62.92.9573.02153.07852.890.02150.10.4 32.40.62.9572.953.07853.07152.9150.02150.10.4 31.90.62.952.953.07153.07152.91150.02150.10.4 31.90.62.952.953.07153.07152.91150.02150.10.4 23.90.62.952.953.07153.07152.91150.02150.10.4

43、28.90.62.952.9143.07153.03551.5430.02150.10.4 29.90.64.6284.1914.74954.31251.5430.02150.10.4 29.10.64.1914.1024.31254.22351.5430.02150.10.4 8.50.64.2024.0974.3514.2461.6730.0240.1250.4 9.70.64.0834.3544.2324.5031.6730.0240.1250.4 28.90.63.1243.1243.2733.2731.6730.0240.1250.4 28.90.63.1243.0443.2733.

44、1931.6730.0240.1250.4 28.90.63.0443.1993.1933.3483.11050.0240.1250.4 28.90.63.1993.3643.3483.5133.27050.0240.1250.4 28.90.63.3643.5293.5133.6783.43550.0240.1250.4 28.90.63.5293.6943.6783.8433.60050.0240.1250.4 28.90.63.6943.7833.8433.9323.72750.0240.1250.4 30.90.63.7834.0343.9324.1833.89750.0240.125

45、0.4 131227141.024142.149147.124148.249107.43655.07518人工人工人工沟槽底宽m放坡系数沟槽土石方 m粗砂垫层m三角区：回填粗砂 夯实（密实度 93%）主次回填区：砂石分 层对称回填（密实度 90%-93%）人工回填0.5m1.3480.67124.32764 24.9574343754.82224281559.5555399245.079257 1.2430.6763.938744 52.06982.06328070327.8667830123.507398 1.3480.67158.197636.4249781256.24976595877.

46、1856997558.424019 1.2430.67136.30897 24.76844.7533808664.1994241554.156284 1.3480.6773.935707 12.7740156252.69836691833.3253021225.224855 1.2430.67105.39353 53.61563.60421186148.6786842541.063556 1.2430.6770.262356 62.30562.29833799831.0414798126.185456 1.2430.1131.26988 23.458283.06278623132.263389

47、4120.72208 1.2430.1131.26988 23.458283.06278623132.2633894120.72208 1.2430.1131.26988 23.458283.06278623132.2633894120.72208 1.2430.1131.26988 23.458283.06278623132.2633894120.72208 1.2430.1131.26988 23.458283.06278623132.2633894120.72208 1.2430.1144.396873.834183.39569777835.7702795622.97448 1.2430

48、.1145.68635 13.834183.39569777835.7702795622.97448 1.2430.67146.14570 25.13525.11902554169.1378413958.322152 1.3480.6750.391934 41.753893751.70606424521.0701910215.948618 1.3480.6773.109609 82.7382218752.6635492832.8952982224.899373 1.3480.67170.17604 16.94398756.75462170483.4207562863.143508 1.3480

49、.67115.653624.58164.45665761955.0404989941.661696 1.3480.67103.26216 14.044693753.93439305548.5904405136.779466 1.3480.67103.26216 14.044693753.93439305548.5904405136.779466 1.3480.67103.26216 14.044693753.93439305548.5904405136.779466 1.3480.67103.26216 14.044693753.93439305548.5904405136.779466 1.3480.1137.84064 34.6937253.97073908838.7743303522.52988 1.3480.1142.24578 14.6937253.97073908838.7743303522.52988 1.3480.1123.210563.84341253.25140229731.7499951418.44838 1.3480.1107.62595 83.16316252.67593286426.1305269815.1