鋼筋工程量計算表(EXCEL)_第1頁
鋼筋工程量計算表(EXCEL)_第2頁
鋼筋工程量計算表(EXCEL)_第3頁
鋼筋工程量計算表(EXCEL)_第4頁
鋼筋工程量計算表(EXCEL)_第5頁
已閱讀5頁,還剩434頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權說明:本文檔由用戶提供并上傳,收益歸屬內容提供方,若內容存在侵權,請進行舉報或認領

文檔簡介

1、帶帶基基鋼鋼筋筋工工程程量量計計算算表表構件名稱 計算區(qū)域構件截面 截面厚度 保護層厚 鋼筋位置直徑間距接頭個數寬長1-1E/6-253.2042.720.04主筋0.0140.110分布0.0080.2072-2C/8-122.2014.800.04主筋0.0120.15分布0.0080.201C/18-232.2015.380.04主筋0.0120.15分布0.0080.201B-C/8、12、18、232.205.150.04主筋0.0120.15分布0.0080.2013-3E-J/2、292.208.100.04主筋0.0120.15分布0.0080.201A-D/3、282.207

2、.200.04主筋0.0120.150分布0.0080.200A-E/5、262.209.300.04主筋0.0120.15分布0.0080.200A-E/102.2016.050.04主筋0.0120.15分布0.0080.2013a-3aE-H/4、6、14、16、25、272.206.000.04主筋0.0120.15分布0.0080.2004-4A/3-5、26-283.005.800.04主筋0.0140.13分布0.0080.20H/6-143.0018.800.04主筋0.0140.13分布0.0080.201H/16-253.0019.380.04主筋0.0140.13分布0.

3、0080.201J/1-4、27-303.007.400.04主筋0.0140.13分布0.0080.204a-4a1、302.6016.650.04主筋0.0120.15分布0.0080.2025-5D-E/1-5、26-30 4.3010.000.04底主筋0.0120.15底分布0.0080.201.4010.000.04上主筋0.0120.15上分布0.0080.206-6A/8-121.4012.600.04主筋0.0100.20分布0.0080.201A/18-231.4013.180.04主筋0.0100.20分布0.0080.2017-7A-B/1-3、28-30 3.355.

4、300.04下主筋0.0140.13下分布0.0080.200.905.300.04上主筋0.0120.15上分布0.0080.20A-B/5-8、23-26 3.354.400.04下主筋0.0140.13下分布0.0080.200.904.400.04上主筋0.0120.15上分布0.0080.208-8A/8-123.4016.050.04主筋0.0140.14分布0.0080.201A-A4-6、14-16、2-274.004.000.04下主筋0.0140.13下分布0.0100.202.174.00上主筋0.0140.13上分布0.0100.20小 計(m)頁號:kg/mkg 5-

5、5座 基礎層每接頭長度彎鉤個數 彎鉤長度 單根長度 每件根數構件數根數鋼筋長度(m)(m)(m)6mm8mm10mm12mm0.002.883891.003890.23150.0545.15141.0014632.0302.12991.0099210.160.2340.0515.1581.008115.1402.121031.00103218.360.2340.0515.7381.008119.552.12354.00139295.100.230.055.3084.0030161.132.12552.00109232.070.2340.058.4982.0015129.052.12492.00

6、97206.630.2320.057.2682.0015110.352.12632.00125265.990.2320.059.3682.0015142.272.121081.00108228.390.2340.0516.4481.008124.952.12416.00244518.130.2320.056.0686.0046276.342.70442.00890.2320.055.90122.0023136.882.701441.001440.2340.0518.77121.0012217.732.701491.001490.2340.0519.35121.0012224.462.70582

7、.001150.2320.057.54122.0023174.932.341122.00223522.910.2340.0517.23102.0019330.834.22672.00135568.860.2320.0510.02182.0036362.722.52672.00134337.680.2320.0510.0242.00772.1420.061.45641.006492.190.2340.0512.5741.00445.250.061.32671.006788.040.2340.0513.1541.00447.343.27412.008320.055.40132.0027144.18

8、2.02362.0072145.7120.055.4052.001054.004.27352.006920.054.50132.0027120.153.02302.0060181.6020.054.5052.001045.0020.093.061151.001150.2340.0516.02141.0014217.873.73313.00940.2920.064.13173.0050205.432.14323.00950.2920.064.1383.002497.146mm8mm10mm12mm0.004004.30482.803931.600.220.390.620.890.001581.2

9、2297.893493.15小 計(m)馬鐙筋備注14mm16mm18mm20mm22mm25mm28mm直徑長度1119.27變結001+結施002、003237.60388.80402.30313.2012.0020.00鋼筋長度271.1612.0010.00294.9610.00352.99352.0512.0012.00203.9614mm16mm18mm20mm22mm25mm28mm12mm3936.300.000.000.000.000.000.0052.001.210.894760.240.000.000.000.000.000.000.0046.20基基礎礎梁梁鋼鋼筋筋工工

10、程程量量計計算算表表構件名稱 計算區(qū)域構件截面 截面周長 保護層厚 構件長度 鋼筋位置直徑錨固個數寬高1-1E/1-300.60.62.40.0461.18主筋0.0252箍筋0.01箍筋0.012-2C/8-120.60.62.40.0414.8主筋0.0222箍筋0.01箍筋0.01C/18-230.60.62.40.0415.38主筋0.0222箍筋0.01箍筋0.01A-C/8、12、18、230.60.62.40.045.15主筋0.0222箍筋0.01箍筋0.013-3D-J/2、290.60.930.0410.5主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0

11、12A-D/3、280.60.930.047.5主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-E/5、260.60.930.049.6主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-E/150.60.930.048.85主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-H/100.60.930.0416.05主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0123a-3aE-J/4、270.60.930.047.2主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012E-H/

12、6、14、16、250.60.930.046.6主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0124-4A/3-5、26-280.60.72.60.044.2主筋0.022箍筋0.01箍筋0.01J/1-4、27-300.60.72.60.047.9主筋0.022箍筋0.01箍筋0.01H/4-270.60.72.60.0446.74主筋0.022箍筋0.01箍筋0.014a-4a1、30/A-G0.60.72.60.0416.65主筋0.022箍筋0.01箍筋0.015-5D/1-5、26-300.60.72.60.0410主筋0.02223-3箍筋0.01箍筋0.01

13、6-6A/5-260.50.62.20.0443.98主筋0.022箍筋0.008箍筋0.0087-7A/1-3、28-300.50.62.20.045.6主筋0.022箍筋0.008箍筋0.008B/1-3、28-300.60.930.046.4主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0128-820、211.180.73.760.0416.05主筋0.022箍筋0.01箍筋0.01箍筋0.01A-A4-6、14-16、25-270.350.41.50.042.95主筋0.022箍筋0.0080.350.41.50.041.9主筋0.022箍筋0.0080.350.

14、41.50.042.5主筋0.022箍筋0.008小 計(m)kg/m頁號:5-5每錨固長度 接頭個數 每接頭長度 彎鉤個數彎鉤長度單根長度每件根數構件數根數(m)(m)0.37580.969.05012.00011220.1192.317611.800161220.2372.189611.80016120.3310.79216.17212.00011220.2372.55599.00019920.2372.18399.0001990.3310.79216.75212.00011220.2372.555102.867110320.2372.183102.86711030.3300.7925.7

15、3012.00011220.2372.55534.66713520.2372.18334.6671350.37510.912.07018.00023620.2853.25070.333214120.2852.78070.333214110.43210.8522.0002420.1420.80535.1672700.37510.99.07018.00023620.2853.25050.000210020.2852.78050.000210010.4327.8522.0002420.1420.80525.0002500.37510.911.17018.00023620.2853.25064.000

16、212820.2852.78064.000212810.4329.9522.0002420.1420.80532.0002640.37510.910.42018.00011820.2853.25059.00015920.2852.78059.00015910.4329.2022.0001220.1420.80529.5001300.37520.918.52018.00011820.2853.250107.000110720.2852.780107.000110710.43216.4022.0001220.1420.80553.5001540.37500.97.87018.00023620.28

17、53.25048.00029620.2852.78048.00029610.4327.5522.0002420.1420.80524.0002480.37500.97.27018.00047220.2853.25044.000417620.2852.78044.000417610.4326.9522.0004820.1420.80522.0004880.300.724.72012.00022420.2372.75521.25024320.2372.37921.2502430.300.728.42012.00022420.2372.75539.75028020.2372.37939.750280

18、0.300.7247.26012.00011220.2372.755233.950123420.2372.379233.95012340.300.7217.17012.00011220.2372.75583.50018420.2372.37983.5001840.3300.79210.58012.00011220.2372.75566.66716720.2372.38366.6671670.300.7244.5008.0001820.1902.260220.150122020.1901.740220.15012200.300.726.1208.00021620.1902.26028.25025

19、720.1901.74028.2502570.37520.98.87018.00011820.2853.25042.66714320.2852.78042.66714310.4326.7522.0001220.1420.80521.3331210.310.7217.29018.00023620.2373.915107.000221420.2372.855107.000221420.2370.475107.00022140.300.723.4708.00032420.1901.56015.0003450.300.722.4208.00021620.1901.5609.7502200.300.72

20、3.0208.00043220.1901.56012.750451小 計(m)座 鋼筋長度箍筋長度12mm14mm16mm18mm20mm22mm25mm28mm6mm828.600194.064201.02468.760434.52043.408326.52031.408402.12039.808187.56018.404333.36032.804283.32030.208523.44055.616113.280202.080567.120206.040126.960356.00097.920159.66013.504622.44083.28038.72096.64012mm14mm16mm

21、18mm20mm22mm25mm28mm6mm265.1600.0000.0000.0001088.5201750.4483479.1000.0000.0000.8882.4682.9863.856235.5890.0000.0000.0002686.4675227.32813416.2790.0000.000層8mm10mm12mm每構件根數1417.7856121339.108252.92599216.097262.804103224.53788.5663575.670457.13370391.02056.610324.97650277.97640.244415.96964355.8095

22、1.512191.73659箍筋長度164.00623.744347.724107297.43443.061311.97748266.85738.634571.95844489.23870.829117.07921101.099219.00740189.115644.485234556.520230.02684198.630183.65367158.853497.504220383.026127.6812898.301138.65643118.60317.171837.767107610.927101.60770.1931530.4171079.552138mm10mm12mm1106.511

23、8026.2625462.8780.3950.6170.888436.9394952.2044853.658基基礎礎梁梁鋼鋼筋筋工工程程量量計計算算表表構件名稱 計算區(qū)域構件截面 截面周長 保護層厚 構件長度 鋼筋位置直徑錨固個數寬高1-1E/1-300.60.62.40.0461.18主筋0.0252箍筋0.01箍筋0.012-2C/8-120.60.62.40.0414.8主筋0.0222箍筋0.01箍筋0.01C/18-230.60.62.40.0415.38主筋0.0222箍筋0.01箍筋0.01A-C/8、12、18、230.60.62.40.045.15主筋0.0222箍筋0.01

24、箍筋0.013-3D-J/2、290.60.930.0410.5主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-D/3、280.60.930.047.5主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-E/5、260.60.930.049.6主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-E/150.60.930.048.85主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012A-H/100.60.930.0416.05主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0123

25、a-3aE-J/4、270.60.930.047.2主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.012E-H/6、14、16、250.60.930.046.6主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0124-4A/3-5、26-280.60.72.60.044.2主筋0.022箍筋0.01箍筋0.01J/1-4、27-300.60.72.60.047.9主筋0.022箍筋0.01箍筋0.01H/4-270.60.72.60.0446.74主筋0.022箍筋0.01箍筋0.014a-4a1、30/A-G0.60.72.60.0416.65主筋0.0

26、22箍筋0.01箍筋0.015-5D/1-5、26-300.60.72.60.0410主筋0.0222箍筋0.01箍筋0.016-6A/5-260.50.62.20.0443.98主筋0.022箍筋0.008箍筋0.0087-7A/1-3、28-300.50.62.20.045.6主筋0.022箍筋0.008箍筋0.008B/1-3、28-300.60.930.046.4主筋0.0252箍筋0.012箍筋0.012腰筋0.012拉筋0.0128-820、211.180.73.760.0416.05主筋0.022箍筋0.01箍筋0.01箍筋0.01A-A4-6、14-16、25-270.350.

27、41.50.042.95主筋0.022箍筋0.0080.350.41.50.041.9主筋0.022箍筋0.0080.350.41.50.042.5主筋0.0223-3箍筋0.008小 計(m)頁號:每錨固長度 接頭個數 每接頭長度 彎鉤個數 彎鉤長度 單根長度 每件根數構件數根數鋼筋長度12mm0.37580.969.0501211220.1192.317612161220.2372.189611.816120.3310.79216.1721211220.2372.555120112020.23723310.79216.7521211220.2372.5551261

28、12620.23723300.7925.7301211220.2372.5554914920.2372.183491490.37510.912.0701823620.2853.25086217220.2852.78086217210.43210.85222443.40820.1420.805432860.37510.99.0701823620.2853.25070214020.2852.78070214010.4327.85222431.40820.1420.805352700.37510.911.1701823620.2853.25091218220.2852.78

29、091218210.4329.95222439.80820.1420.805462910.37510.910.4201811820.2853.2507117120.2852.7807117110.4329.20221218.40420.1420.805361360.37520.918.5201811820.2853.250146114620.2852.780146114610.43216.40221232.80420.1420.805731730.37500.97.8701823620.2853.25055211020.2852.78055211010.4327.55222430.20820.

30、1420.805282550.37500.97.2701847220.2853.25055422020.2852.78055422010.4326.95224855.61620.1420.8052841100.300.724.7201222420.2372.7552224420.2372.379222440.300.728.4201222420.2372.7554028020.2372.379402800.300.7247.2601211220.2372.755296129620.2372.37929612960.300.7217.1701211220.2372.755109110920.23

31、72.37910911090.3300.79210.5801211220.2372.7557317320.2372.383731730.300.7244.50081820.1902.260280128020.1901.74028012800.300.726.120821620.1902.2603827620.1901.740382760.37520.98.8701811820.2853.2504914920.2852.7804914910.4326.75221213.50420.1420.805251250.310.7217.2901823620.2373.915144228820.2372.

32、855144228820.2370.47514422880.300.723.470832420.1901.560123350.300.722.420821620.1901.56082170.300.723.020843220.1901.5601144512mm265.160小 計(m)座 箍筋長度14mm16mm18mm20mm22mm25mm28mm6mm8mm828.600194.064201.02468.760434.520326.520402.120187.560333.360鋼筋長度283.320523.440113.280202.080567.120206.040126.96035

33、6.000632.755487.15597.920171.748132.228159.660622.44083.28054.98438.72025.73796.64070.19314mm16mm18mm20mm22mm25mm28mm6mm8mm0.0000.0000.0001088.5201750.4483479.1000.0000.0001423.886層10mm12mm每構件根數1417.7856121339.108306.576120261.936321.905126275.033125.18549106.957558.95986478.11969.220454.96670389.16

34、656.342591.45691505.91673.244230.73371197.36328.573474.465146405.845箍筋長度58.756357.47455305.77444.268714.94755611.54788.537121.21122104.667220.38440190.304815.421296704.125300.273109259.289201.10073173.94428038159.23849136.20819.7201127.462144822.182136.7421281110mm12mm9331.5927010.836柱柱鋼鋼筋筋工工程程量量計計算

35、算表表構件名稱構件截面 截面周長 保護層厚 構件高度 鋼筋位置直徑錨固個數每錨固長度長寬GZ1 0.240.240.960.02511.6主筋0.01420.168箍筋0.06GZ1 0.240.240.960.02514.3主筋0.01420.168箍筋0.06GZ2 0.370.371.480.02511.6主筋0.01420.168箍筋0.06GZ3 0.240.371.220.02511.6主筋0.01420.168箍筋0.06GZ40.360.241.20.02514.3主筋0.01420.168箍筋0.06XZ0.120.240.720.0250.9主筋0.01220.144箍筋0

36、.06小計kg/m小 計(m)頁號:單根長度每件根數構件數根數鋼筋長度12mm14mm16mm18mm20mm22mm25mm11.944361441718.7842.188636309614.644421682458.8482.188642361211.9481080954.882.70861086011.9461378931.0082.448613111814.64613781141.6082.42861311181.19436144171.0721.948636309612mm14mm16mm18mm20mm22mm25mm07376.2000001.2098920.1860.0000.

37、0000.0000.0000.00012mm14mm16mm18mm20mm22mm25mm小 計(m)座 層箍筋長度箍筋根數計算28mm6mm8mm10mm12mm6762.902862247890.053862242325.784862242732.839862242710.479862246019.8628622428mm6mm8mm10mm12mm028441.920000.2220.0006317.5190.0000.0000.0000.0000.0000.0000.0000.0000.000鋼筋長度28mm6mm8mm10mm12mm0.0000.0000.0000.0000.00

38、00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000柱柱鋼鋼筋筋工工程程量量計計算算表表構件名稱構件截面 截面周長 保護層厚 構件高度 鋼筋位置直徑根部錨固長度頂部錨固長度長寬KZ10.50.520.0310.25角筋0.020.30.24b側筋0.020.30.24h側筋0.020.30.24箍筋0.01箍筋0.01箍筋0.01KZ20.50.520.0310.15角筋0.0250.30.3b側筋0.0250.30.3h側筋0.020.30.2

39、4箍筋0.01箍筋0.01箍筋0.01KZ30.90.52.80.0310.25角筋0.0250.30.3b側筋0.0250.30.3h側筋0.0250.30.3箍筋0.01箍筋0.01箍筋0.01箍筋0.01KZ41.20.53.40.0310.25角筋0.0250.30.3b側筋0.0250.30.3h側筋0.0250.30.3箍筋0.01箍筋0.01箍筋0.01箍筋0.01KZ50.50.41.80.0310.15角筋0.0180.30.216b側筋0.0180.30.216h側筋0.0180.30.216箍筋0.008箍筋0.008附加筋0.0160.30.192附加箍0.008KZ6

40、0.50.41.80.0310.15角筋0.0180.30.216b側筋0.0180.30.216h側筋0.0180.30.216箍筋0.008箍筋0.008KZa0.370.31.340.035.7主筋0.0160.30.192箍筋0.008GDZ11.850.254.20.0310.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01GDZ1a1.80.254.10.0310.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01GDZ21.20.252.90.03

41、10.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01GDZ2a1.150.252.80.0310.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01GDZ310.252.50.0310.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01GDZ610.252.50.0310.25主筋0.0180.30.216箍筋0.010.50.520.03箍筋0.01箍筋0.01GDZ70.50.520.031

42、0.25主筋0.0180.30.216箍筋0.08箍筋0.08GAZ10.250.41.30.0310.25主筋0.0180.30.216箍筋0.08GDZa0.870.252.240.0310.25主筋0.0180.30.216箍筋0.010.51.13.20.03箍筋0.01箍筋0.01箍筋0.01GDZb1.650.253.80.0310.25主筋0.0180.30.216箍筋0.01箍筋0.010.50.520.03箍筋0.01箍筋0.01箍筋0.01小 計(m)kg/m單根長度 每件根數構件數根數鋼筋長度12mm14mm16mm18mm20mm11.3341456634.20011.

43、3341456634.20011.3341456634.2002.00881412321.45881412321.458814123211.39441611.39642411.334416181.2002.009843921.619843921.4598439211.39441611.39843211.3944162.8010544202.1810544201.5010544201.73105442011.3942811.39821611.394283.4010622122.5410622121.6210622121.93106221211.304124811.304124811.304124

44、8542.4481.75881210561.46881210568.3121224199.4401.2511.30441611.30441611.304416180.8161.758843521.468843526.734624161.4481.2949629411.302841121265.7124.2010544200.4321048402.0010544201.4510544200.68105442011.3028256632.8564.1010522100.4321024202.0010522101.4510522100.68105221011.3020480904.0802.9010

45、544200.4310544202.0010544201.4510544200.68105442011.3020102002260.2002.801051010500.431051010502.001051010501.451051010500.6810510105011.3020480904.0802.5010544200.4310544202.0010544201.4510544200.68105442011.3014228316.4282.5010522102.0010522101.45105221011.3012232763119.0763.66992322773.1110523241

46、511.306231381559.5382.9668.66667231579.33311.3022244497.2442.2410522103.2010522102.6510522101.50105221011.3026252587.6523.8010522100.4321024202.0010522101.4510522100.68105221012mm14mm16mm18mm20mm0.0000.000360.88812046.8662807.0640.0001.5801.9992.4680.000570.03024082.6496927.8340.0000.0000.0000.0000.

47、0000.0000.000小 計(m)座 層箍筋長度電渣壓力焊接頭箍筋根數計算22mm25mm28mm6mm8mm10mm12mm3362460.797881787.3031787.303182.160112273.240782.98198630.101568.687182.160128364.320182.1601174.908105913.668631.428725.50891.08064182.16091.080720.249106537.505344.161408.609542.448288542.4481847.916881541.760鋼筋長度40180.81696180.8166

48、15.97288513.92048379.236492241762.908105359.016838.908607.628284.508112860.454105179.508419.454303.814142.2541601216.908105179.508838.908607.628284.5084002937.270105448.7702097.2701519.070711.2701601048.908105179.508838.908607.628284.50856524.454105419.454303.8145528331.998997507.1082764673.56369884

49、69.854105671.454555.814315.014104797.454105179.508419.454303.814142.25422mm25mm28mm6mm8mm10mm12mm0.0002994.8880.0000.0004898.80458647.2420.00032043.8560.3950.6170.00011549.0370.0000.0001934.44036185.3480.000梁梁鋼鋼筋筋工工程程量量計計算算表表項目構件名稱 計算區(qū)域跨構件截面 截面周長 保護層厚左支座構件軸線長度右支座寬高地下室頂梁 KL1(2)J/1-410.250.41.30.03525

50、0450025010.250.41.3100.03500.035KL4(2) J/27-300.250.41.30.0354.650.250.41.30.0354.650.250.41.30.0350.250.551.60.035KLc(11) H/4-6、14-160.250.51.50.0352.360.250.51.50.0352.360.250.51.50.035KLc(11) H/6-140.250.51.50.03518.040.250.51.50.03518.040.250.51.50.035KLc(11) H/16-200.250.51.50.0358.120.250.51.5

51、0.0358.120.250.51.50.035KLd(4) H/21-250.250.51.50.03511.420.250.51.50.03511.420.250.51.50.035KLd(4) H/25-270.250.51.50.0352.360.250.51.50.0352.360.250.51.50.035KLb(1) J/4-6、14-16、25、270.250.51.50.0352.360.250.51.50.0352.360.250.51.50.035KLa(1) 4、70.30.51.60.0350.570.30.51.60.0350.570.30.51.60.035KLa

52、(1) 6、14、16、250.30.51.60.0350.570.30.51.60.0350.570.30.51.60.0350.57KL5(1) G/1-2、29-300.250.41.30.0352.80.250.41.30.0352.80.250.41.30.0352.8KL6(14) E/2-4、17-190.240.651.780.0352.370.240.651.780.0352.370.240.651.780.0352.37KL6(14) E/4-170.250.41.30.03526.330.250.41.30.03526.330.250.41.30.035 KL6(14)

53、E/19-200.250.41.30.0352.670.250.41.30.0352.370.250.41.30.0352.37KL7(2) D/1-5、26-300.250.41.30.0357.1左端0.250.41.30.035右端0.250.41.30.035中間0.250.41.31.0350.250.41.30.0357.10.250.41.30.0357.1KL8(4) C/8-120.250.41.30.03512.10.250.41.30.03512.10.250.41.30.03512.1KL9(1) B/1-3、28-300.250.41.30.0352.50.250.4

54、1.30.0352.50.250.41.30.0352.5KL10(1) B/5-8、23-280.250.51.50.0352.60.250.51.50.0352.60.250.51.50.0352.6KL11(11)A/1-200.250.51.50.03539.20.250.51.50.03539.20.250.51.50.03539.2KL12(2) B/12-180.250.51.50.0357左端0.250.51.50.035右端0.250.51.50.035中間0.250.51.51.0350.250.51.50.03570.250.51.50.0357KL13(2) B/18-

55、20、21-230.250.41.30.0355.80.250.41.30.0355.80.250.41.30.0355.8KL14(6) E/21-270.250.41.30.03511.630.250.41.30.03511.630.250.41.30.035 KL14(6) E/27-290.240.651.780.0352.370.240.651.780.0352.370.240.651.780.0352.37KL15(4) 1、30/A-J 0.250.41.30.03512.650.250.41.30.03512.650.250.41.30.03512.65KL16(3) 2、29

56、/D-J 0.250.51.50.0358.2右端0.250.51.50.0358.2中間0.250.51.50.0358.22/D-G0.250.51.50.03542/G-J0.250.51.50.0353.70.250.51.50.0358.2KL17(2) 3、28/A-D0.250.41.30.0355.3中間0.250.41.30.0358.23/A-B0.250.41.30.0351.13/B-D0.250.41.30.0353.70.250.41.30.035KL18(1) 4、6、7、13、14、16、17、24、25、27/E-H0.250.651.80.0355.5左端0

57、.250.651.80.035右端0.250.651.80.035右端0.250.651.80.0350.250.651.80.0355.50.250.651.80.035KL19(3) 5、26/A-E0.250.51.50.0357.40.250.51.50.0357.40.250.41.30.0357.4KL20(3) 8、12、18、230.250.51.50.0357.4左中端0.250.51.50.035右端0.250.51.50.035右中間0.250.51.51.0358/A-C0.250.51.50.0352.88/C-E0.250.51.50.03540.250.51.50

58、.035KL21(3) 9、10、11、19、220.250.51.50.03513.4左端0.250.51.50.035左中端0.250.51.50.035右端0.250.51.50.035右中間0.250.51.50.0359/A-C0.250.51.50.0352.89/C-E0.250.51.50.03549/E-H0.250.51.50.0355.50.250.51.50.0350.250.651.80.035KL22(2) 15/A-E0.250.51.50.0357.5中端0.250.51.50.035右端0.250.51.50.03515/A-B0.250.51.50.0352

59、.815/B-E0.250.51.50.03540.250.41.30.0350.250.51.50.035KL23(3) 20、210.250.51.50.03512.050.250.51.50.03512.050.250.51.50.035KL24(5) A/21-300.250.41.30.03517.80.250.41.30.03517.80.250.41.30.03517.8L1(6) 0.250.41.30.03518.550.250.41.30.03518.550.250.41.30.03518.55L2(3) 0.250.41.30.0359.150.250.41.30.035

60、9.150.250.41.30.0359.15L3(4) 0.250.41.30.03511.50.250.41.30.03511.50.250.41.30.03511.5L4(2)1/G/1-4、27-300.250.41.30.0356.1750.250.41.30.0356.1750.250.41.30.035一層頂梁KL1(2)J/1-4、27-300.250.551.60.0254.650.250.551.60.0254.650.250.551.60.0250.250.551.60.025KL4(2) J/27-300.250.41.30.0254.650.250.41.30.025

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網頁內容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
  • 4. 未經權益所有人同意不得將文件中的內容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網僅提供信息存儲空間,僅對用戶上傳內容的表現方式做保護處理,對用戶上傳分享的文檔內容本身不做任何修改或編輯,并不能對任何下載內容負責。
  • 6. 下載文件中如有侵權或不適當內容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

最新文檔

評論

0/150

提交評論