50米泵车7317设计计算2013.4.10

系数,软管砼附加系数,稳定计算弯矩系数,结构计算弯矩系数,稳定计算砼弯矩系数,结构计算砼弯矩系数,30度R240自重,30度R240砼重,5度弯头自重,5度弯头砼重,,,

,0.7,1.1,1.2,1.25,1.3,9.2,8.423395302,5.67,5.330890034,,,

各臂长度mm,臂一,臂二,臂三,臂四,臂五,臂六,总长,15度弯头自重,15度弯头砼重,,,

,9680,7575,7200,8275,8220,5054,46004,6.5,5.065818154,,,

计算参数,3米砼管自重,275弯头自重,225弯头自重,180弯头自重,管卡自重,1米砼管自重,单管夹,,,,,

,40,15,14,13,5,13.33333333,2.5,,,,,

,3米砼重,275砼重,225砼重,180砼重,1米砼重,布料管重（含末端管卡）,双管夹,,,,,

,93,13.39103869,10.95630438,8.765043504,31,58,5,,,,,

名称,明细,重量kg,各臂前端距mm,结构计算弯矩kg.mm,稳定计算弯矩kg.mm,结构净重弯矩kg.mm,,,,,,

六节臂,布料管,58.0,5054.0,351758.4,322445.2,293132.0,,,,,,

,末端弯头,15.00,5054.0,90972.0,83391.0,75810.0,,,,,,

,末端混凝土,104.0,5054.0,478310.6,459914.0,0.0,,,,,,

,六臂结构,73.3,2086.7,183546.1,168250.6,152955.1,,,,,,

,管卡,35.0,2527.0,106134.0,97289.5,88445.0,,,,,,

,混凝土管,82.7,2527.0,250678.4,229788.5,208898.7,,,,,,

,混凝土,149.3,2527.0,490321.2,471462.6,0.0,,,,,,

,轴连杆十与六臂,1.7,128.0,253.4,232.3,211.2,,,,,,

,连杆十,5.3,110.0,702.2,643.7,585.2,,,,,,

,轴连杆九与连杆十,1.7,92.0,187.7,172.0,156.4,,,,,,

六臂端点距,结构计算重量当量,615.8,3171.1,1952864.0,1833589.6,820193.6,,,,,,

,稳定计算重量当量,577.5,3175.2,危险截面弯矩,1798904.8,1232334.8,,,,,,

,结构净重量当量,272.64,3008.4,危险截面距离端点,250.0,1170.0,,,,,,

五节臂,六臂油缸,30.0,7675.0,276300,253275,230250,,,,,,

,液压油,5.0,7388.0,44328,40634,36940,,,,,,

,轴六臂与五臂,4.1,8220.0,39949.2,36620.1,33291,,,,,,

,五臂结构,177.1,3547.0,753808.4,690991.1,628173.7,,,,,,

,混凝土管,174.3,4110.0,859433.9,787814.4,716194.9,,,,,,

,混凝土,261.4,4110.0,1396526.5,1342813.9,0.0,,,,,,

,轴六臂油缸与五臂,5.5,7100.0,46860.0,42955.0,39050.0,,,,,,

,轴六臂油缸与连杆九,5.5,8250.0,54450.0,49912.5,45375.0,,,,,,

,轴连杆九与五臂,5.5,8120.0,53592.0,49126.0,44660.0,,,,,,

,连杆九,5.3,8227.0,52718.6,48325.4,43932.2,,,,,,

,连杆八,19.0,155.0,3534.0,3239.5,2945.0,,,,,,

,轴连杆八与五臂,5.5,228.0,1504.8,1379.4,1254.0,,,,,,

,轴连杆七与连杆八,5.5,112.0,739.2,677.6,616.0,,,,,,

五臂端点距,结构计算重量当量,870.5,4117.0,3583744.6,3347763.9,1822681.8,,,,,,

,稳定计算重量当量,813.2,4116.8,,,,,,,,,

,结构净重量当量,442.2,4121.4,,,,,,,,,

五臂端点累计,累加至前端点弯矩,结构计算弯矩,10598788.02,7130.89061,,,,,,,,

,,稳定计算弯矩,9928160.471,7139.169148,,,,,,,,

,,结构净重弯矩,4883948.757,6831.81231,,,,,,,,

,累加重量,结构计算重量,1486.320377,五六臂折合重心,6831.81231,,,,,,,

,,稳定计算重量,1390.660491,危险截面弯矩,9476616.136,1279559.256,,,,,,

,,结构净重,714.8833333,危险截面距离端点,755.0,6270.0,,,,,,

四臂,油缸五,84.0,7337.0,739569.6,677938.8,616308.0,,,,,,

,液压油,6.6,6806.0,53903.5,49411.6,44919.6,,,,,,

,四臂结构,437.0,3663.0,1920877.2,1760804.1,1600731.0,,,,,,

,混凝土,263.3,4137.5,1416047.8,1361584.5,0.0,,,,,,

,混凝土管,176.7,4137.5,877282.4,804175.5,731068.7,,,,,,

,连杆七,17.2,8231.0,169887.8,155730.5,141573.2,,,,,,

,轴四臂与五臂,6.0,8275.0,59580.0,54615.0,49650.0,,,,,,

,轴连杆七与四臂,6.0,8075.0,58140.0,53295.0,48450.0,,,,,,

,轴油缸五与四臂,7.0,6275.0,52710.0,48317.5,43925.0,,,,,,

,连杆六,42.3,127.0,6446.5,5909.3,5372.1,,,,,,

,轴连杆六与四臂,9.1,430.0,4695.6,4304.3,3913.0,,,,,,

四臂端点距,结构计算重量当量,1292.5,4146.3,5359140.5,4976086.1,3285910.6,,,,,,

,稳定计算重量当量,1200.2,4146.2,,,,,,,,,

,结构净重量当量,791.9,4149.4,,,,,,,,,

四臂端点累计,累加至前端点弯矩,结构计算弯矩,28257229.66,10168.71566,,,,,,,,

,,稳定计算弯矩,26411962.12,10194.41358,,,,,,,,

,,结构净重弯矩,14085518.91,9348.11324,,,,,,,,

,累加重量,结构计算重量,2778.8,,,,,,,,,

,,稳定计算重量,2590.8,危险截面弯矩,26312041.95,3897921.817,,,,,,

,,结构净重,1506.8,危险截面距离端点,700.0,8766.0,,,,,,

三臂,油缸四,298.0,5312.0,1899571.2,1741273.6,1582976.0,,,,,,

,液压油,30.0,5312.0,191232.0,175296.0,159360.0,,,,,,

,三臂结构,631.6,3276.0,2482945.9,2276033.8,2069121.6,,,,,,

,混凝土,229.8,3600.0,1075693.7,1034320.9,0.0,,,,,,

,混凝土管,157.3,3600.0,679622.4,622987.2,566352.0,,,,,,

,轴三臂与四臂,8.3,7200.0,71712.0,65736.0,59760.0,,,,,,

,轴连杆六与连杆五,8.6,7025.0,72498.0,66456.5,60415.0,,,,,,

,轴连杆五与三臂,14.0,6657.0,111837.6,102517.8,93198.0,,,,,,

,连杆五,123.0,6671.0,984639.6,902586.3,820533.0,,,,,,

,轴连杆五与油缸,14.0,6330.0,106344.0,97482.0,88620.0,,,,,,

,轴油缸与三臂,14.0,4295.0,72156.0,66143.0,60130.0,,,,,,

,轴连杆四与三臂,17.6,311.0,6568.3,6021.0,5473.6,,,,,,

,连杆四,52.0,268.0,16723.2,15329.6,13936.0,,,,,,

,轴连杆四与连杆三,17.6,225.0,4752.0,4356.0,3960.0,,,,,,

三臂端点距,结构计算重量当量,1962.0,3963.4,7776296.0,7176539.6,5583835.2,,,,,,

,稳定计算重量当量,1811.9,3960.7,,,,,mm,341.1,164300.2,,

,结构净重量当量,1386.0,4028.7,,,,,10549.7,,,,

三臂端点累计,累加至前端点弯矩,结构计算弯矩,56041170.7,11820.9,,,,1200.0,,,,

,,稳定计算弯矩,52242456.2,11865.8,,,,,,,,

,,结构净重弯矩,30518146.1,10549.7,,,,9349.7,,,,

,累加重量,结构计算重量,4740.9,,,,,,,,,

,,稳定计算重量,4402.8,危险截面弯矩,51300303.28,34342220.58,,,,,,

,,结构净重,2892.8,危险截面距离端点,1000.0,4577.0,,,,,,

二臂,油缸三,331.0,6198.0,2461845.6,2256691.8,2051538.0,,,580.0,2749703.1,,

,液压油,63.0,5427.0,410281.2,376091.1,341901.0,,,,,,

,二臂结构,977.4,3493.0,4096869.8,3755464.0,3414058.2,,,,,,

,混凝土,248.4,3787.5,1223043.2,1176003.1,0.0,,,,,,

,混凝土管,198.3,3787.5,901243.2,826139.6,751036.0,,,,,,

,轴二臂与三臂,7.5,7575.0,68175.0,62493.8,56812.5,,,,,,

,连杆三,119.0,7637.0,1090563.6,999683.3,908803.0,,,,,,

,轴连杆三与油缸,18.0,7742.0,167227.2,153291.6,139356.0,,,,,,

,轴连杆三与二臂,26.0,7369.5,229928.4,210767.7,191607.0,,,,,,

,轴油缸与二臂,18.0,4655.0,100548.0,92169.0,83790.0,,,,,,

,连杆二,96.0,501.0,57715.2,52905.6,48096.0,,,,,,

,轴连杆二与二臂,28.1,440.0,14836.8,13600.4,12364.0,,,,,,

,轴连杆二与连杆一,28.1,562.0,18950.6,17371.4,15792.2,,517.2,198755.7,,,

二臂端点距,结构计算重量当量,2615.4,4145.2,10841227.9,9992672.4,8015153.9,,,,,,

,稳定计算重量当量,2411.9,4143.0,,,,,482.9,212864.7,,,

,结构净重量当量,1910.4,4195.6,,,,,,,,,

二臂端点累计,累加至前端点弯矩,结构计算弯矩,102794469.1,13973.7,,,,375.4,273797.3,,,

,,稳定计算弯矩,95586038.4,14026.5,,,,,,,,

,,结构净重弯矩,60446234.8,12584.6,,,,,mm,,,

,累加重量,结构计算重量,7356.3,,,,,重心,12584.6,,,

,,稳定计算重量,6814.7,危险截面弯矩,101323218.1,100587592.6,,,,,,

,,结构净重,4803.2,危险截面距离端点,200.0,300.0,,,,,,

一臂,油缸二,640.0,8023.0,6161664.0,5648192.0,5134720.0,,,,,,

,液压油,85.0,7030.0,717060.0,657305.0,597550.0,,,,,,

,一臂结构,1756.0,4884.0,10291564.8,9433934.4,8576304.0,,,,,,

,混凝土,309.8,4840.0,1949532.6,1874550.6,0.0,,,,,,

,混凝土管,206.7,4840.0,1200784.6,1100719.3,1000653.9,,,,,,

,轴一臂与二臂,40.0,9680.0,464640.0,425920.0,387200.0,,,,,,

,连杆一,202.0,9883.0,2395639.2,2196002.6,1996366.0,,,,,,

,轴连杆一与一臂,40.0,9400.0,451200.0,413600.0,376000.0,,,,,,

,轴油缸二与一臂,33.0,6037.0,239065.2,219143.1,199221.0,,,,,,

,油缸一,850.0,2260.0,2305200.0,2113100.0,1921000.0,,,,,,

,液压油,85.0,2260.0,230520.0,211310.0,192100.0,,,,,,

,轴油缸一与一臂,40.0,3400.0,163200.0,149600.0,136000.0,,,,,,

,轴一臂与转台,75.0,0.0,0.0,0.0,0.0,,,,,,

一臂端点距,结构计算重量当量,5266.1,5045.5,26570070.5,24443377.0,20517114.9,,,,,,

,稳定计算重量当量,4845.3,5044.7,,,,,,,,,

,结构净重量当量,4052.7,5062.5,,,,,,,,,

一臂端点累计,累加至前端点弯矩,结构计算弯矩,200573088.9,15890.3,,,,1003.1,199961.2,,,

,,稳定计算弯矩,185995604.0,15951.6,,,,,,,,

,,结构净重弯矩,127458228.8,14392.4,,,,,,,,

,累加重量,结构计算重量,12622.3,,,,,,,,,

,,稳定计算重量,11660.0,危险截面弯矩,198048619.5,196786384.8,,482.91,,,,

,,结构净重,8855.9,危险截面距离端点,200.0,300.0,,,,,,

转台偏距(不包括转台重量),偏心距（+/-）,1000.0,,,,,,1001.7885,200215.0044,,,

,累加至转台中心弯矩,结构计算弯矩,187950741.8,,,,,,,,,

,,稳定计算弯矩,174335589.9,,,,,,,,,

,,结构净重弯矩,118602292.2,,,,,,,,,

弯臂端部所受扭矩,弯臂偏重中心距离,600,,,,,,,,,,

,结构扭矩,1667303.754,,,,,,,,,,

,稳定扭矩,1554496.21,,,,,,,,,,

,净重扭矩,904066,,,,,,,,,,

总结相对回转中心数据,展开结构计算总弯矩,187950741.8,14890.3,,,,,,,,,

,结构计算重量,12622.3,,,,,,,,,,

,展开稳定计算总弯矩,174335589.9,14951.6,,,,,,,,,

,稳定计算重量,11660.0,,,,,,,,,,

,展开净弯矩,118602292.2,13392.4,,,,,,,,,

,臂架总成净重,8855.9,,,,,,,,,,

,混凝土总重,1566.0,,,,,,,,,,

,标准倾翻弯矩,171246303.1,15836.5,稳定当量,10813.42041,,,,,,,

中间数据,混凝土总重（不含末端软管）,1462.0,23002.0,臂架折叠重心（距转台）,5555.472343,,,,,,,

,臂架净重（不含软管）,8797.9,14184.0,,,,,,,,,

试验弯矩,标准试验倾翻弯矩,161600837.5,15440.52635,稳定当量,10466.0187,,,,,,,

,验证倾翻弯矩,173200043.6,,,,,,,,,,

,结构试验倾翻弯矩,189107821.5,,,,,,,,,,

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