土建工程结构工程量计算实例

1、A栋人工挖孔桩基础工程量： 基础数据表桩芯混凝土桩身钢筋护壁砼和钢筋单桩土石方技术统计 序 号 桩编 号 桩底标 高 开挖标 高 桩顶标 高(m) 嵌岩 深度 (m) 桩身 类型 数 量 桩身 直径 桩身 总长 度 桩顶加 密高度 扩底 直径 直线段 长 扩底 系数C 扩底 高度 球缺砼 m3 圆柱砼 (普)m3 圆台 砼m3 桩身砼 m3 纵筋 20 纵筋 18 纵筋 16 纵筋 14 螺旋箍筋 纵筋8 内箍纵 筋8 加劲箍 14 砼护 壁 护壁钢 筋6.5 土方10m 内m3 球缺普 坚m3 圆台 普坚m3 圆柱普 m3桩身砼 桩身 钢筋 桩身含钢 量Kg/m3 护壁含钢 量Kg/m3 1

2、ZJ-1247.6257.6257.60.5圆桩12 1.210.20.8001.205.487.250.00 145.724603.60.0943.70 371.666.62 2060.8201.455.480.006.79158.44591937.3630.93 2 ZJ-1a 247.6257.6256.40.5圆桩31.291.2001.2 01.371.810.0031.831014.40.0219.2079.614.55450.144.001.370.001.7035.01131337.5130.93 3ZJ-2247.6257.6257.60.75圆桩51.210.20.7001

3、.40.10.253.104.071.7759.121918.20.0393.20 154.927.03836.181.733.101.663.8568.06246636.2430.93 4ZJ-3247.6257.6257.60.875圆桩31.210.20.6001.50.15 0.382.132.791.7134.991150.90.0231.8092.916.00494.948.382.131.622.6541.63147635.4430.93 5ZJ-4247.6257.6257.60.5椭圆桩 10.910.21.2000.90.7500.350.700.0014.05424.80

4、.094.6 59.20835.75.97192.119.290.350.000.6615.1061440.6832.19 6 ZJ-4a 247.6257.6256.40.5椭圆桩 10.991.2000.90.75 00.350.700.0012.28374.50.085.0 52.24330.65.21167.816.860.350.000.6613.3354240.6832.19 7ZJ-5247.6257.6257.60.5椭圆桩 10.910.21.5000.91.0500.390.840.0016.83505.80.0112.3 78.94440.86.61213.222.710

5、.390.000.7918.0673840.8532.26 8ZJ-6247.6257.6257.60.75 椭圆桩 20.910.21.5001.11.050.10.251.082.220.9732.781254.30.0224.6 197.3681.512.87415.244.231.080.922.1137.05175847.4432.26 9ZJ-7247.6257.6257.60.5椭圆桩 21.210.20.6001.21.101.272.570.0050.931416.10.0251.8 206.2299.215.81494.764.931.270.002.4554.781973

6、36.0231.30 10 ZJ-8247.6257.6257.60.75 椭圆桩 21.3 10.20.6001.51.10.10.251.873.561.6155.481456.60.0265.6 222.33 104.516.16502.769.761.871.543.4262.52204932.7831.11 11 ZJ-A247.6257.6257.60.5椭圆桩 1 110.21.20011.300.501.100.0021.91667.60.0127.58747.77.54240.728.660.500.001.0423.5193039.5531.93 12 ZJ-B247.62

7、57.6257.60.5椭圆桩 11.2 10.21.2001.21.500.701.530.0030.31809.20.0151.3 128.8956.48.76277.338.160.700.001.4732.55114635.2031.66 13 ZJ-C247.6257.6257.60.5椭圆桩 11.2 10.21.2001.22.100.801.910.0037.581024.00.0179.3 180.4466.510.04319.546.710.800.001.8340.29145036.0031.82 14 ZJ-D247.6257.6257.60.5椭圆桩 11.4 10.

8、21.2001.4 2.75501.152.800.0054.851498.60.0224.3 238.4482.912.23385.266.061.150.002.7058.79204434.7731.50 15 ZJ-E247.6257.6257.60.75 椭圆桩 1 110.21.2001.21.30.10.250.671.410.6321.34667.60.0127.58747.77.34234.427.910.670.601.3524.0493038.6731.93 0.0 0.0 3721.235.36.7620.02522.6 7576.6 8687.10.03631.5 15

9、38.1 1392.5232.77284.8820.821.26.333.4683.16 2534837.1031.30 A栋人工挖孔桩基础工程量： 32633 C25桩芯 C15护壁2018161486.5合计Kg指标 683.2232.7252375778687139251707285 32633 35.63 B栋人工挖孔桩基础工程量： 基础数据表桩芯混凝土桩身钢筋护壁砼和钢筋单桩土石方技术统计 序 号 桩编 号 桩底标 高 开挖标 高 桩顶标 高(m) 嵌岩 深度 (m) 桩身 类型 数 量 桩身 直径 桩身 总长 度 桩顶加 密高度 扩底 直径 直线段 长 扩底 系数C 扩底 高度 球

10、缺砼 m3 圆柱砼 (普)m3 圆台砼 m3 桩身砼 m3 纵筋 20 纵筋 18 纵筋 16 纵筋 14 螺旋箍筋 纵筋8 内箍纵 筋8 加劲箍 14 砼护 壁 护壁钢 筋6.5 土方10m 内m3 球缺普 坚m3 圆台普 坚m3 圆柱普 m3桩身砼 桩身 钢筋 桩身含钢 量Kg/m3 护壁含钢 量Kg/m3 1ZJ-1247.6257.6257.60.5圆桩80.810.20.6000.801.642.220.0045.811370.7398.20 162.731.76 1028.272.231.640.002.0149.67193238.8932.37 2ZJ-2247.6257.625

11、7.60.5圆桩16 1.210.20.8001.207.319.660.00 194.296138.11258.20 495.588.83 2747.7268.617.310.009.05211.26789237.3630.93 3ZJ-3247.6257.6257.60.75圆桩41.210.20.6001.40.10.252.483.261.4147.291534.5309.00 123.921.62668.865.382.481.333.0854.44196736.1430.93 4ZJ-4247.6257.6257.60.875圆桩51.210.20.7001.50.15 0.383

12、.564.662.8658.321918.2393.20 154.926.66824.880.633.562.694.4269.39246635.5430.93 5ZJ-5247.6257.6257.61.25圆桩11.210.21.5001.80.30.751.021.331.4111.18383.684.2031.05.11158.215.461.021.341.2714.9549933.3630.93 6ZJ-6247.6257.6257.61.5圆桩21.210.21.50020.412.523.274.3121.73767.3168.4061.99.93307.330.042.524

13、.113.1431.8399831.3430.93 7ZJ-7247.6257.6257.61椭圆桩 2110.20.6001.40.60.20.51.472.491.9627.97890.2180.1217.571.611.45364.537.931.471.862.3833.90135940.1031.83 8 ZJ-8a 247.6257.6256.40.5椭圆桩 2191.200 11.501.052.410.0041.861105.6245.7 115.1587.515.93511.454.401.050.002.2945.31155434.2932.09 9 ZJ-9a 247.6

14、257.6256.40.5圆桩2191.200 100.640.850.0015.09450.9120.1044.09.52300.322.030.640.000.7916.5861537.1031.53 4221.730.112.0463.60.0 1995.711192.61370.73157.1332.6 1233.0220.86911.1646.721.711.328.4527.33 1928236.5631.30 B栋人工挖孔桩基础工程量： 26193 C25桩芯 C15护壁2018161486.5合计Kg指标 527.3220.801996 11193260434906911 26

15、193 35.01 AB栋人工挖孔桩基础工程量： C25桩芯 C15护壁2018161486.5合计Kg指标 1210.5453.625239572 198803996865914196 58826 35.35 A栋基础梁工程量： 基础数据 梁身钢筋负弯矩钢筋技术统计 序 号 梁编号 根 数 净长梁高 梁宽 C30砼 构件 特征 252220181614121086.525 22 20 18 16 12 10 钢筋小 计Kg 含钢量 Kg/m3 1DL1(1)27.550.6 0.252.27268.859.076.538.2443195.37 2DL2(2)113.8137.852.1190

16、207.96 16.30.6 0.250.9568.732.9102 16.30.6 0.250.9568.732.9102 3DL3(4)131.3300.5114.3415183.01 17.550.6 0.251.1354.638.393 26.30.6 0.251.8994.265.8160 17.550.6 0.251.1354.638.393 4DL4(1)12.4510.51.23185.143.5117.3346282.35 5DL5(1)14.80.5 0.250.6073.69.923.1107177.64 6DL6(1)24.450.5 0.251.11323.936.9

17、42.6403362.69 7DL7(1)22.450.5 0.250.6191.122.727.2141230.31 8DL8(2)18.186.815.9103259.58 14.450.5 0.250.5652.121.373 12.450.5 0.250.3134.213.648 9DL9(2)113.8180.552.5233286.98 16.250.6 0.250.94120.332.2153 16.250.6 0.250.94120.332.2153 10DL10(1)13.7750.5 0.250.4749.58.019.076162.10 11DL11(1)21.41.20

18、.62.02318.575.6169.2563279.39 12DL12(1)18.9750.5 0.251.1261.832.024.139.1157139.93 13DL13(1)10.7750.6 0.250.1219.95.42.728240.65 14DL14(1)20.6250.6 0.250.1920.44.93.529153.83 15DL15(2)24.15263.8162.4426270.50 21.451.20.62.09185.1169.2354 21.51.20.62.16188.2180.4369 16DL16(1)23.4750.60.31.25139.630.0

19、51.2221176.50 17DL17(3)19.17552.417.870206.43 11.60.5 0.250.2017.711.329 11.40.5 0.250.1816.59.526 13.7750.5 0.250.4730.719.050 18DL18(3)16.6539.913.453172.05 11.60.5 0.250.2017.75.323 12.20.5 0.250.2821.37.128 12.50.5 0.250.3123.17.731 19DL19(1)13.7750.60.30.6861.916.124.2102150.28 20DL20(1)23.30.6

20、 0.250.99112.028.741.6182184.25 21DL21(1)25.450.6 0.251.64377.961.165.8505308.76 22DL22(1)25.51.50.711.551305287.162 23DL23(2)212.3652.5587.91240217.80 25.051.50.710.61814.49871802 26.651.50.713.97101212972309 24DL24(1)16.2250.6 0.250.9373.724.840.3139148.58 25DL25(1)25.9750.6 0.251.798

21、7.771.247.867.1274152.74 26DL26(1)11.1750.5 0.250.1513.73.42.319132.41 27DL27(1)11.60.6 0.250.2428.08.311.448199.08 28DL28(2)1 12.175107.863.117140.22 15.5751.50.75.8555.083.419.0157 15.41.50.75.6753.681.7135 29DL29(1)33.050.5 0.251.1438.328.420.218.810692.44 30DL30(1)160.6 0.250.90174.724.036.92362

22、61.75 31DL31(1)160.6 0.250.90145.624.036.9206229.40 32DL32(2)26.85119.854.0174217.11 23.050.6 0.250.9263.536.2100 22.60.6 0.250.7856.937.694 33DL33(2)17.82545.715.261151.20 14.250.5 0.250.5327.117.845 13.3250.5 0.250.4222.514.837 34DL34(4)113.2572.524.997155.22 14.250.5 0.250.5327.117.845 13.650.5 0

23、.250.4624.116.040 12.20.5 0.250.2817.011.829 12.50.5 0.250.3118.514.833 35DL35(1)26.550.6 0.251.97437.351.867.1556283.09 36DL36(5)1 31.355392.2114.1506265.51 15.80.6 0.250.8785.038.3123 14.90.6 0.250.7474.626.2101 15.40.6 0.250.8180.431.6112 14.90.6 0.250.7474.628.9103 15.5550.6 0.250.8382.229.5112

24、37DLA(4)1 22.085564.2372.1936172.18 14.81.21.16.34391.8445837 15.11.21.16.73256.4472103.3832 13.71.21.14.88202.534556.6604 12.551.21.13.37158.123667.9462 38 DL11a(1) 11.451.20.61.04162.038.684.6285273.10 39 DL11a(1) 11.61.20.61.15170.140.995.9307266.37 40DL11a(1) 11.21.20.60.86148.534.673.3256296.75

25、 41DL11a(1) 10.61.20.60.43116.125.139.5181418.27 -0.6m层1117.6299801662114301772165356120152625247380000023657 201.13 A栋基础梁工程量： 梁C30252220181614121086.5合计Kg指标 117.6 10227 170011430177216535612015262523657201.1 B栋基础梁工程量： 基础数据 梁身钢筋负弯矩钢筋技术统计 序 号 梁编号 根 数 净长梁高 梁宽 C30砼 构件 特征 252220181614121086.525 22 20 18

26、 16 12 10 钢筋小 计Kg 含钢量 Kg/m3 1DL1(3A)214.15249.9107.6357287.33 22.2750.6 0.250.6852.129.582 23.90.6 0.251.1776.144.3120 22.70.6 0.250.8158.333.692 21.6750.7 0.250.5936.339.9205.9282 2DL2(2)23.9336.3154.5491290.43 21.81.20.73.02206.7307514 20.91.20.71.51151.2162313 3DL3(1)21.550.80.40.99239.148.283.63

27、71373.84 4DL4(1)21.30.40.20.2163.612.376365.21 5DL5(2A)28.575121.467.1188271.81 21.80.6 0.250.5440.425.566 22.70.6 0.250.8151.233.685 21.6750.7 0.250.5928.825.5132.9187 6DL6(1)12.80.6 0.250.4239.912.612.865155.32 7DL7(1)15.20.6 0.250.78117.629.427.5174223.70 8JL7(1)130.5 0.250.3820.912.69.543114.71

28、9DL9(3A)118.85101.170.5172199.98 15.950.6 0.250.8953.230.96.491 13.70.6 0.250.5636.620.810.968 14.60.6 0.250.6943.224.89.878 11.20.6 0.250.185.013.636.555 10DL10(2)215.15405.0114.7520285.16 26.950.6 0.252.09262.271.2333 270.6 0.252.10263.876.5340 11DL11(3)121.2543.7501.41045218.22 16.951.50.77.30404

29、.967823.81106 171.50.77.35475.1687204.81367 14.851.50.75.09296.247418.4789 12DL12(1)25.751.50.712.081463.8298.2112383.02968245.80 13DL13(2)210.75221.082.6304218.82 25.750.6 0.251.73127.560.4188 23.80.6 0.251.1492.543.0135 14DL14(1)14.20.6 0.250.6340.316.417.623.598155.15 15DL15(1)11.60.6 0.250.2435.

30、08.314.157239.47 16DL18(1)21.41.20.72.35364.075.6242682289.98 17DL19(1)27.050.6 0.252.12398.076.695.3570269.45 18DL20(1)41.6260.4 0.250.6533.124.118.576116.37 19DL21(1)20.60.5 0.250.1546.99.614.671473.54 20DL22(1)11.3250.6 0.250.2031.77.412.852260.43 21DL23(2)1 11.07561.842.4104145.03 16.5750.6 0.25

31、0.9947.428.976 14.250.6 0.250.6433.521.555 22DL24(1)16.5750.6 0.250.9947.423.926.029.5127 23DL25(1)13.50.6 0.250.5377.958.115.120.1171 24DL28(3)115.75104.859.5164170.28 15.650.6 0.250.8541.929.571 13.40.6 0.250.5128.519.548 14.30.6 0.250.6533.823.557 25 DL29(1A)25.7223.745.8269459.64 23.40.6 0.251.0

32、2152.744.3197 20.50.6 0.250.1563.28.171 26DL30(1)31.61.20.74.03583.1122.84121118277.29 27DL31(1)14.5250.6 0.250.6856.918.724.8100148.03 28DL33(1)27.10.6 0.252.13411.878.477.9568266.74 29DL34(3)115.75104.859.5164170.28 15.650.6 0.250.8541.929.571 13.40.6 0.250.5128.519.548 14.30.6 0.250.6533.823.557

33、30DL35(3)116.4108.761.8171181.39 16.150.6 0.250.9254.732.287 16.150.6 0.250.9254.734.990 11.70.6 0.250.2621.812.134 31DL38(1)14.30.60.30.7768.417.927.7114147.30 32DL39(2)18.850.534.385151.33 13.80.6 0.250.5724.921.546 14.20.6 0.250.6326.923.550 33DL40(1)15.20.6 0.250.7878.429.427.5135173.44 34DL41(3

34、)116.4108.761.8171169.09 16.150.6 0.250.9244.932.277 16.150.6 0.250.9244.932.277 11.70.6 0.250.2618.312.130 35DL42(2)18.850.534.385151.33 13.80.6 0.250.5724.921.546 14.20.6 0.250.6326.923.550 36DL43(1)16.30.6 0.250.9574.434.732.9142150.27 37DL44(5)124.8158.991.6251185.76 230.6 0.250.9062.836.299 26.

35、150.6 0.251.85109.464.4174 11.70.6 0.250.2621.812.134 38 DL45(1A)17.95857.030.988246.97 150.6 0.250.7538.026.965 12.1580.6 0.250.3221.016.814.859.8112 39DL46(8)146.15239.8169.2409251.52 15.850.6 0.250.8864.630.98.4104 13.60.6 0.250.5444.520.88.574 15.9750.6 0.250.9065.730.910.3107 15.750.6 0.250.866

36、3.730.211.3105 17.250.6 0.251.0977.236.98.5123 12.350.6 0.250.3533.314.88.557 17.250.6 0.251.0977.236.910.9125 15.2750.6 0.250.7959.528.210.398 -0.6m层194.8371673092166501287278535213718780536193140000021726 229.09 B栋基础梁工程量： 梁C30252220181614121086.5合计Kg指标 94.87703328518050128727853521371878021726229.

37、1 AB栋基础梁工程量： 梁C30252220181614121086.5合计Kg指标 212.5 17930 49852948030591930 1096413734052545383213.6 A栋-0.66.00m层墙柱工程量： 基础数据角部钢筋侧面钢筋接头柱纵筋柱箍筋技术统计 序 号柱编号 根 数 净高 长边 a 短边 bC30砼 构件特 征直径 根数重量直径 根数重量 直螺纹 (个)252220181614121086.5 钢筋小 计Kg 含钢量 Kg/m3 1KZZ-1116.60.70.735.57独立柱2541310.7422163989.19201310.73989.20.0

38、6760.012060339.01 2KZZ-226.61.3117.16独立柱254238.31625241429.9281668.20.00.02558.04226246.28 3KZZ-326.61.41.120.33独立柱254238.31625301787.37342025.70.00.03219.75245258.04 1DZ-145.70.70.711.17墙上柱254421.10320161042.4820421.10.01042.52123.03587321.03 2DZ-286.60.70.725.87墙上柱254953.26522162901.2320953.32901.

39、20.04916.48771339.01 3DZ-327.2 1.05 0.710.58墙上柱2512770.4792212586.98324770.5587.00.01862.83220304.26 4DZ-426.60.71.312.01墙上柱2512714.9492216725.30828714.9725.30.02105.83546295.21 1AZ-186.60.7 0.35 12.94暗柱18121422.07120.00.00.01422.10.01904.63327257.16 2AZ-216.6 0.85 0.351.96暗柱1616184.993160.00.00.00.

40、0185.0287.3472240.55 3AZ-316.61.2 0.352.77暗柱1620231.242200.00.00.00.0231.2328.4560201.88 4AZ-426.60.8 0.353.70暗柱1614323.738140.00.00.00.0323.7518.4842227.84 5AZ-516.6 1.05 0.352.43暗柱1816237.011160.00.00.0237.00.0312.0549226.33 6AZ-626.6 1.25 0.355.78暗柱1820592.527200.00.00.0592.50.0734.21327229.73 7A

41、Z-716.6 1.15 0.352.66暗柱1818266.637180.00.00.0266.60.0440.6707266.22 32.2248439 1503.17 132.7029078648203104225187404412763000048439293.70 1A1/Aw26.3 2.95 0.35 13.01联墙791.079160.81 2A1/Ae26.66.6 0.35 30.49联墙1700.8170155.78 3A1/Am26.6 5.55 0.35 25.64联墙1413.7141455.13 4A3/Aj26.3 6.45 0.35 28.44联墙1496.8

42、149752.62 5A11/An16.31.6 0.353.53联墙241.824268.55 6A15/Am16.3 2.35 0.355.18联墙322.932362.32 7A11/AL16.330.356.62联墙411.241162.16 8A12/Aj16.31.3 0.352.87联墙199.119969.47 9A17/AL16.31.4 0.353.09联墙217.621870.50 10A17/Aj16.31.1 0.352.43联墙174.917572.13 11A20/AL16.31.8 0.353.97联墙266.026667.03 125.267236723657

43、.77 257.9629078648203104225187404413486600055675215.83 A栋-0.66.00m层墙柱工程量： 钢筋C40砼钢量接头 25222018161412小计柱L3m墙厚0.35小计指标直螺纹 7864820310422518740441348665567572.6260.08125.26 257.96215.83290 B栋-0.66.00m层墙柱工程量： 基础数据角部钢筋侧面钢筋接头柱纵筋柱箍筋技术统计 序 号柱编号 根 数 净高 长边 a 短边 bC30砼 构件特 征直径 根数重量直径 根数重量 直螺纹 (个)25222018161412108

44、6.5 钢筋小 计Kg 含钢量 Kg/m3 1KZZ-1186.60.70.758.21独立柱2542144.8522166527.77202144.86527.80.011061.819734339.01 2KZZ-226.610.810.56独立柱2512714.9492212543.98124714.9544.00.01770.63030286.89 1KZ-186.30.40.48.06独立柱224696.639204568.62780.0696.6568.60.00.0590.71856230.16 1DZ-136.30.70.79.26墙上柱254343.5922016852.94

45、120343.60.0852.91759.82956319.23 2DZ-286.60.70.725.87墙上柱254953.26522162901.2320953.32901.20.04916.48771339.01 1FBZ-126.60.60.75.54墙上柱254238.3162014518.2818238.30.0518.3971.11728311.63 1AZ-156.60.7 0.358.09暗柱1612693.725120.00.00.00.0693.71190.41884233.04 2AZ-246.6 1.35 0.35 12.47暗柱18201185.05200.00.0

46、0.01185.10.01508.22693215.91 3AZ-326.6 1.71 0.357.91暗柱2026962.52260.00.0962.50.00.01110.22073261.90 4AZ-426.6 0.95 0.354.39暗柱1818533.275180.00.00.0533.30.0593.41127256.71 5AZ-526.6 1.32 0.356.12暗柱2020740.4200.00.0740.40.00.0800.11540251.84 38.9847392 1215.84 117.5120643951067036431718694025682591004

47、7392302.84 1B1-1/Aw16.3 4.25 0.359.37联墙559.255959.67 2B1-1/Am16.67.4 0.35 17.09联墙959.495956.12 3B1-1/Ad16.6 8.07 0.35 18.64联墙1039.8104055.79 4B2-F/B2-626.6 6.25 0.35 28.88联墙1605.1160555.59 5B2-P/B2-1216.3 5.35 0.35 11.80联墙685.868658.14 6B2-F/B2-1216.67.5 0.35 17.33联墙958.295855.31 7B2-B/B2-1216.6 7.4

48、5 0.35 17.21联墙915.191553.17 8B826.6 1.25 0.355.78联墙413.441371.58 9B826.6 2.15 0.359.93联墙629.062963.32 10B726.6 1.52 0.24.01联墙426.2426106.35 11B2-126.61.2 0.355.54联墙380.538168.69 1216.61.6 0.353.70联墙254.525568.87 149.268400426.2882659.13 266.772064395106703643171869403408210170056218210.73 B栋-0.66.00

49、m层墙柱工程量： 钢筋C40砼钢量接头 2522201816141210小计柱L2m 柱L3m墙厚0.35墙厚0.2小计指标直螺纹 439510670364317186940340821017562188.0698.8910.56145.254.01266.77 210.73206 AB栋-0.66.00m层墙柱工程量： 钢筋C40砼钢量接头 2522201816141210小计柱L2m 柱L3m墙厚0.35墙厚0.2小计指标直螺纹 12259188724685423714344416894810171118938.06171.5170.64270.514.01524.73 213.24496

50、 A栋6.00m层梁工程量： 基础数据 梁身钢筋负弯矩钢筋技术统计 序 号梁编号 根 数净长梁高 梁宽 面积m 2 C40砼 构件特 征28252220181614121086.5282522201816 钢筋小 计Kg 含钢量 Kg/m3 1WKL1(1)25.30.60.31.591.91156.542.152.622.6274143.47 2KZL2(2)213.050450.4532.3983219.66 271.40.53.59.80659.4874.7187.41722 25.71.40.52.857.98447.3714.639.31201 3KZL3(1)26.61.60.63

51、.9612.671451.6251.4335.8952.5175.83167249.93 4KZL4(1)25.651.70.63.3911.531393.6286.7850.8117.2 47.42696233.89 5KZL5(2)28.450308.5298.3607250.64 24.81.20.41.924.61188.2510.834.7734 22.951.20.41.182.83196.7312.714.8524 6KZL7(2)27.20269.9362.3632255.83 23.551.50.5 1.7755.33299.2168.2469.156.6993 22.951

52、.60.5 1.4754.72393.3412.3138.8944 7KL8(2)12.95024.50.024470.96 11.30.50.30.390.2080.219.910.7111 110.50.30.30.158.718.527 8KZL9(2)12.55029.730596.73 11.20.40.20.240.1038.69.648 10.950.40.20.190.0817.47.425 9KZL10(2)18.50155.0149.9305350.91 14.851.20.41.942.33332.0255.417.5605 12.951.20.41.181.42196.

53、7156.450.9404 10KL12(2)13.35026.827166.58 11.30.50.30.390.208.98.818 11.20.50.30.360.189.68.218 11KL14(1)13.650.60.20.730.4471.615.223.4110251.48 12KL15(2)15.35038.839251.05 13.650.50.20.730.3727.518.85.352 11.20.50.20.240.128.514.97.931 13KZL19(3)117.80522.3356.2879259.25 15.251.50.63.154.73404.148

54、7.1118.81010 15.910.63.543.54166.6298.527.1492 14.051.50.62.433.65330.1376.8707 14KZL20(1)261.50.539.00865.6337.8302.2794.981.82382264.69 15KZL21(1)26.451.40.5 3.2259.03597.7276.0800.843.21718190.23 16KZL22(1)15.91.40.52.954.13427111.1127.6369.640.41076260.44 17KZL23a(1)17.51.40.434.20339.4157.9450.

55、224.3972231.37 18KZL24(1)27.51.50.53.7511.25814.4368.5990.4194.42368210.46 19KZL24a(2)28.70316.2367.4684295.62 251.20.424.80485.9531.71018 23.31.20.41.323.17212.9354.487.0654 20KL25(1)22.30.50.30.690.6982.337.5120173.61 21KZL25a(1)11.610.40.640.64111.830.776.5219342.33 22KL27(1)23.950.50.20.790.7912

56、1.731.022.6175221.79 23KZL28a(3)118.40592.55370.6963257.90 15.61.40.52.83.92204.79351.1159.6716 16.21.40.53.14.34518.48388.1907 15.61.40.52.83.92204.79351.1556 24KL29(1)27.551.20.5 3.7759.06819.1264.8828.397.72010221.84 25KL31(2)19.15062.863218.75 14.10.50.20.820.4138.119.958 14.850.50.20.970.4943.6

57、24.96.575 26KZL34(2)114.60643.01348.3991318.31 16.951.50.5 3.4755.21504.2456.158.91019 16.951.50.5 3.4755.21756.3456.195.41308 27KZL32(1)27.21.50.53.610.801383.2472.4234.2951.3132.33173293.83 28WKL35(1)28.050.7 0.35 2.8183.94592.3179.586.3299.5102.831.61292327.54 29KZL36(2)114.30248.3292.9541305.95

58、16.81.40.42.723.81450.8408.733.9893 16.81.40.42.723.81450.8408.736.0895 30WKL37(1)28.050.7 0.35 2.8183.94366.861.7101.2530134.28 31KZL38(2)114.30372.5341.7714280.58 16.81.50.53.45.10578.07449.645.01073 16.81.50.53.45.10578.07449.647.41075 32KZLA(2)212.850666.4612.21279656.07 26.61.50.53.39.90377.187

59、3.11250 25.551.50.5 2.7758.33328.6729.71058 与墙重合部分-26.61.5 0.35 2.31-6.93 与墙重合部分-25.551.5 0.35 1.943-5.83 33KZLB(1)27.150402.6360.1763711.34 26.051.50.5 3.0259.08351.7794.91147 20.41.50.50.20.6090.265.2155 与墙重合部分-26.051.5 0.35 2.117-6.35 与墙重合部分-20.41.5 0.35 0.14-0.42 1L1(2)23.7028.629102.17 21.50.60.20.30.3614.710.125 21.90.60.20.380.4617.312.630 2L2(1)21.10.40.20.220.1817.75.723132.79 3L3(1)21.80.60.20.360.4316.612.217.212.659135.93 4L4(2)24.85035.936133.72 22.20.40.20.440.3519.211.431 22.450.40.20.490.3920.712.333 5L5(1)10.950.50.3 0.2850.1415.14.420136.87 6L6(1)21.60.50.20.32