塔吊型号总说明

品文档部分大型建筑机械简介目录M1280D 2M600D 3M440D 4M125/75 57L50/40A 1012C7050 13K50/50 1618C7022 2122K40/21 25JT300-16 27MC320 29HK7030 3032K30/30 35256HC. 37K30/21 40H3/36B 44E6026/B12 47G3/28B 4951525456FH6015 59F0/23B(C) 62G25/15C 6467MC120A. 69711下载732下载75E15.15 76783下载M1280D内爬式受力：臂长82.6米时最大垂直力为445吨，最大水平力为136吨；臂长73.4米时最大垂直力为442吨，最大水平力为161吨。固定式受力：臂长82.6米时基础受力M=28877吨米；自重V=445吨，剪力S=48吨，压力T=619吨，拉力U=398吨；臂长73.4米时基础受力M=28877吨米；自重V=442吨，剪力S=48吨，压力T=619吨，拉力U=398吨。82.682.68.2m73.47.4m55.036.685.5°50t85.5°50t85.5°50t85.5°50t85.5°50t85.5°50t67.3°5063.8°5058.9°5051.7°5038.9°5037.2°30.024.2°31.030.3°25.020.8°20.9米吨72.318.964.26.7m米63.4吨27.2米吨6.0m54.534.445.85.3m32.8°50米45.6吨45.8米吨4.5m36.7501020304050606570758084.2°77.2°69.9°62.3°54.1°45.0°39.8°34.0°27.1°17.9°米吨505048.441.234.227.023.520.016.51381.112.383.5°83.5°75.5°505082.5°73.4°505081.3°70.5°505079.5°66.4°505076.8°59.9°505058.5°5048.7°40.853.3°41.0°5041.845.7°28.0°5042.582.673.480t82.673.480t25.020.971.919.364.2~100t米63.0吨27.7~100t55.0米54.2吨35.0~100t~79.5°66.3°100 10076.8°59.8°51.5°81.238.6°32.4°5745.8米45.3吨46.436.6米吨10203040506065707580~m 84.2°77.2°69.9°62.3°54.1°45.0°39.6°33.8°26.8°17.3°米吨50t505048.441.234.227.023.5 20.0 16.5 13 80.8 12.5~83.5°75.5°67.2°58.4°48.6°37.0°29.8°20.3° 米 吨80 80 72 54.582.5°73.4°63.7°53.2°100 100 79 55.540.840.8°41.830.023.7°31.081.3°70.5°58.9°45.5°27.6°10010080.256.842.5 2t10010081.936.460.3M1280D5下载41453512.5113000）1124）112411220007000A11112116.215.917.542.1210002000014000120009000160023000M600D况:Tower441442392441442392441442392H364836364436324436 mM88410318868849478868831099920 mTV174190176189201191185201191 TS242924242824283329 TT304344344308329348306367359U217263256213229252214281264 T391392441442G12121212mJ一的大16242432mK大水何67727277TL总体垂直何180191189201TH大自由28363644mM600D起重性能表:6长 10.0 15.0 20.0 25.0 30.0 35.0 40.0幅度(m) (m) 50T (m) (m) (m) (m) (m) (m) (m)45.0(m)50.0(m)55.0(m)60.0(m)62.5(m)65.0(m)67.5(m)70.0(m)73.46.2一25.021.317.815.813.812.210.89.47.86.65.24.6 4.0 3.5 3.068.86.0一29.725.521.719.116.514.412.610.89.07.56.15.5 4.8 64.2'5.3一36.030.226.0'22.318.915.913.611.79.98.5'7.1 59.65.0一42.035.329.424.120.216.714.1 12.0 10.3 8.8 55.04.48.546.239.232.726.721.617.514.7 12.5 11.0 50.44.213.850.046.934.927.822.117.9 15.1 12.945.83.915.050.050.037.028.922.718.4 15.441.23.715.550.050.038.029.523.118.8 15.850t大36.650t大36.63.316.050.050.038.930.223.419.4高（）度单件重量名称数量备注起重臂1（m5515000含滑轮组，拉索等不含变滑轮组，拉索5000上回转A架主卷扬筒及钢索11110.214.1110001200011000操作室发动机及卷扬机组12.112001100045.812500爬升节1415000标准节124回转12.5113000含回转齿圈机械平台110000加强节146500机构参数：回转机构：0~0.8r/m行走机构：18m/min固定式（无附着塔身重量及基础受力）单位固定式（无附着塔身重量及基础受力）单位没有爬升框爬升框在内部爬升框在外部Tower4414423924414423924414423927品文档H 40 48 40 40 48 40 36 | 44 [ 368下载8品文档68.868.862522.519.517.21564.25.330.626.3232016.9554.4444129.822.818.161214.50.44.212504230.22318.3912.415.45.83.9135042.330.623.518.7412.815.M885112287788511228779301191923mTV176188178191203193187199189TS262925262925293329TT301369341305373345312392351 U225292261222288257236310273 TGJKL一附着上大何何H大自由高度39110.533.5981564439212281934411228711914044212369020348mmTTm50吨臂长50吨臂长重10.0 15.0幅度20.025.030.035.040.045.050.055.060.062.565.0(m)(m)度50T(m)(m)(m)(m)(m)59.65.03229.825.821.717.512.613.614.214.(m)10.211.2-11.8616.113.1(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)8.36.95.54.33.62.79.37.66.34.89.78.06.6108.510.441.23.713.25042.830.723.81936.63.313.35043.330.82419.4323.013.35043.531.324.219.5转：0~0.8r/m行走：18m/minM1257599品文档4

4 米底架：10

10 米（行走式）塔身节主要构件重量：固定脚（预埋节）：179 （0.78加强节：57 （85 ：24 （24592 吨X 4）;：57 米（7285 ；：6 米（5467 吨）；套架总成：（31455 吨）；下载回转总成

。；双小车臂长双小车臂长6011.1659.7708.5706012.260幅度5~35.54045505560W吊重2523.719.317.615.413.6单小车幅度5~20.5253035404550556065707060幅度5~20.525303540455055忸吊重5038.830.624.920.717.514.912.8幅度5~37.540455055606570W吊重2522.118.916.314.212.511.19.9幅度5~21.525303540455055忸吊重5041.432.826.722.318.916.214.0W吊重5038.830.624.920.717.514.912.811.19.78.5幅度5~35.5404550556065 70n吊重2521.418.215.613.511.810.49.2 幅度5~21.52530354045505560 w吊重5041.432.826.722.318.916.214.012.2 幅度5~37.54045505560n吊重252319.616.914.712.91590.615104.2。吊点位置:臂长7065吊点位置26.824.3臂重（吨）34.532压本塔机压120每块1210块。臂长与配臂长（米） 607050配重组成 4P+1Q5P3P+2Q配重重量（吨） 52.55946配重臂长度（米）24 242424配重种类塔吊机构参数主卷扬机P=11.8吨Q=5.3吨构LVF132LVF132下载)) );) ;66(6.25t) (W)0-11(50t);0-22(25t);0-33(12.5t))) );) ;66(6.25t)(WW)0-11(50t);0-22(25t);0-33(12.5t)(/)0~4518.5kW5(r/min0~0.45回转电机功率：155N-M4DVF11(n)~1X4(/)0〜7.5X8V()9651590.6。3137216。STT5535X5底架X6/1X0(式) 身节下载主要构件重量：固定脚(预埋节)：174 米露出0.3 米146 吨)；3下载标准节：6 （697 （1263

套架总成：12 米（179 ；（5.63吨）；13下载臂长8070倍率Wn吊重w吊重n吊重w吊重n吊重w臂长8070倍率Wn吊重w吊重n吊重w吊重n吊重wn吊重w吊重n吊重w吊重n吊重w吊重n吊重24吨15.48米12吨29.62米24吨15.48米1229.6米24吨19.16米12吨36.91米24吨19.16米12吨36.91米24吨23.19米12吨44.91米24吨23.19米12吨44.91米24吨23.971240米10.8411.83407.488.47446.577.5750545.496.494.915.90604.185.18643.774.77703.254.24742.943.94802.553.557410.8311.827.478.466.577.565.496.484.905.904.175.173.764.763.244.242.943.9414.1712.0014.1712.0010.9510.958.829.818.829.817.468.467.468.466.737.736.737.725.816.815.816.815.306.304.655.655.306.306417.8312.6711.289.6212.0017.8212.0018.5312.0012.6712.0013.2012.0011.2812.0010.629.6210.628.739.737.61608.61504012.00 12.0018臂长臂长80倍率wn吊重wn吊重wn吊重wn吊重wn吊重wn吊重wn吊重最大吊重及范围1820.6米938.7米1820.6米938.9米1825.6米949.1米1825.3米948.9米1830.7米960米1830.6米950米1830.6米940米30 40 4411.74 8.40 7.509.00 8.68 7.8211.75 8.41 7.519.00 8.73 7.8615.07 10.88 9.758.407.67605.125.555.135.586.76644.715.164.725.196.25704.194.664.204.695.60743.894.373.904.40803.504.0074709.0014.889.0018.009.0010.7613.359.009.009.649.0011.989.008.828.318.7810.339.008.117.608.089.449.007.236.707.198.339.006.746.206.706.1064605018.009.0018.0013.4313.6012.109.0010.509.00409.009.001167.6。行走15下载起重臂臂长起重臂组合顺序11 814 （10X 10起重臂臂长起重臂组合顺序16下载40米LJ01—LJ02—LJ03—LJ0450米LJ01—LJ02—LJ03—LJ04—LJ0560米LJ01—LJ02—LJ03—LJ04—LJ05—LJ0664米LJ01—LJ02—LJ03—LJ04—LJ05—LJ06—LJ1170米LJ01—LJ02—LJ03—LJ04—LJ05—LJ06—LJ0774米LJ01—LJ02—LJ03—LJ04—LJ05—LJ06—LJ07—LJ1180米LJ01—LJ02—LJ03—LJ04—LJ05—LJ06—LJ07—LJ08与24.2臂长（）40506064707480配重组成4A+C5A+1B+1C7A4A+1B+1C7A+1B7A+1C7A+1B配重重量（吨）17232827302930配重种类A=4吨B=2吨C=1吨YM307N8mK8mK2m大臂长度（大臂长度（）8017.67417.27018.36418.26019.250194018.7许用地耐力（吨每平方）90LFV6075LFV458;6;2W9;3;6）X-©变幅11DFV10变幅/0变幅11kW6X-©12回转RTC435YMD100回转r/min〜0.8回转X10.5kW3X-m行走3行走/525行走X4带弯道的 转弯幅>m小内幅17380V50Hz一道8节标准节；两道7节标准节，首次10节18下载5718109.6。（2-17-99-25-151.6,3-24-141-32-193.6,4-31-189-39-235.6 )L50/40A：5X 5：X 8米身主要构件重量：基础：6（8吨）总成：（8.23 吨）；回转上下支座：（9.7吨吨）；头：（3.8吨）

标准：6（6.814吨）；内：12（10.9吨）；衡臂：25.4（14.125最大自由基础受力（吨）： P=198,M=717H=22起重性能表:臂臂、位置长232730333637384043475053576063677073757520t(3.9-20.8m)20t(3.9-22.4m)17.91513 11.6 10.410109.48.6 7.77.1 6.665.65.24.84.54.347023273033374040.2 41.3434719.4 16.114.312.7 11.1 10.110109.5 8.5508537.3576.65606.2635.8675.3705点距根（米量（吨）7530.37028.120.6602519.0755021.940点距根（米量（吨）7530.37028.120.6602519.0755021.94017.8起重臂长组合（由起重臂臂根至臂尖顺序表示该节上部装有拉杆起起起组合顺序40米50米60米70米75米10m-10m—10m-10m10m-10m—10m-10m-10m10m-10m—10m-10m-10m—10m10m-10m—10m-10m-10m—10m-10m10m-10m—10m-10m-5m—10m-10m-10m起起（米）平衡配置组合配量（吨）起量（吨）404N13.218品文档025.41P+4N18.220603P+2N21.620下载707075配重形式5P5P+1DP=2527.5N=3300kgD=2500kg塔身组成吊钩高度（米）压重层数压重重量塔身组成吊钩高度（米）压重层数压重重量1+1+120.091+2+126.09560t1+3+132.09560t1+4+138.09560t1+5+144.09560t1+6+150.09560t1+7+156.09560t1+8+162.09560t1+9+168.09560t1+10+174.09560t1+11+180.09560t基础形式标准节数（地面压力）基础形式标准节数（地面压力）M169N11(2.84M205N12(2.48)M278N12(1.86/25/t0/5t2/5/t5/分t0米X -©变幅8DPC8B变幅~~变幅X -©回转回转rad/s0~0.6回转X 行走行走/~2行走:X 5.2kW带弯的转弯幅>m小内幅网21下载380V50HZ/440V60Hz90kVA89116319120.9米—-7——9）25X5米5； 5；5吨；头5吨衡臂1吨。55臂长倍率2025臂长倍率202530354045505560657070W吊重n吊重60w吊重253.5-17.6米12.5吨3.5-30米253.5~17.9米12.5吨3.5-33米253.5~18.1米22.03 16.89 13.5311.169.399.206.946.06 5.33n吊重12.512.512.512.3310.578.038.127.236.5050w吊重22.24 17.06 13.6711.279.508.127.03n吊重40253.5~18.3米12.5吨3.5-35米w吊重22.5117.2713.8411.429.63n吊重12.512.512.512.510.8021.4816.4613.1710.859.127.796.735.875.154.544.0312.512.512.512.0210.308.977.907.046.325.725.2012.5吨3.5-33米 12.512.512.5 12.45 10.67 9.29 8.20自由固定式自由固定式自由73米臂长70605040吊点位置27.624.5620.3616.36臂重（吨）18.6717.5915.6013.5122下载与配重：（1#5 ，2#4.5吨）臂长（米）臂长（米）70602X501#+2X40配重组成3X 1#+3X 2#3X 1#+2X2#2#2X 1#+1X 2#23下载23米23米23米23米28.5吨24吨19吨14.5吨配重重量配重重量8;6;2W9;3;6）<0/~0X-n0~0.725X3kW90.5kVA一道着架以下的标准节为6< 10,着架以上的标准节为now 10;二道或二道以上着两道着架之间的标准节5<n2W7,着架以上标准节为n0<10;当的工作高超过100m时，着架以上标准节的不超过9.15节，即now 9.15C7050X2米6X6底盘6X84；标8:3吨；:7吨；R86:4.05R87:4.35吨；内身11.087.1吨； （224下载6.2 吨）； 回转：（4.925吨）；25下载大塔：头：

70 米（1956 ；平衡臂：25.4 米（14.8 吨）；（34 24下载P=139,M=594H=17:7吊6幅度20t3.9〜22.4m20t3.9〜22.4m232730374040.241.347505357606370双8.57.97.36.66.25.85绳0m重四19.416.114.311.110.11010绳双8.57.97.36.66.2吊绳0m重四19.416.114.311.110.11010绳520t3.9〜22.4m双8.57.9吊绳0m重四19.416.114.311.110.11010绳吊20t3.3〜23.4m双4绳0m重四171511.710.7绳:1278.4A1:170:82臂长70臂长70605040臂重（吨）2824.62217.19.56018.17016.7141+1+1吊钩高度（米）压重层数压重重量21.74、承台压配1+1+1吊钩高度（米）压重层数压重重量21.741+2+127.52896t1+3+133.3896t1+4+139.08896t1+5+144.86896t1+6+150.648 96t1+7+156.428 96t27下载品文档YA851

62.62 96t28下载1+2+127.68560t1+3+133.46560t1+4+139.24560t1+5+145.02560t1+6+150.8560t1+7+156.58560t1+8+162.36560t1+9+168.14560t1+10+173.92560t1+11+179.7560t塔身组成吊钩高度（米）压重层数压重重量1+1+121.9配重重量（吨）13.2塔身组成吊钩高度（米）压重层数压重重量1+1+121.9配重重量（吨）13.218.422.226臂长（米）40506070配重组成4N1P+4N3P+2N5P70RCS50/25/t0/5t）2/5/t5/tm7X -©15DPC8/0~5.5~30~60X -©n:~X T4/~6X 2.6~5.2kW>12m±5%50Hz90kVA缆截面面积方毫附墙性能后一8节标准节两8节标准节12节中部66.5此时全20节钩高124.1。29下载K50/505X 2.5米 X 8米6688.23 2； 7453.8。最大自由高度受力P=198M=717H=22232730333740 40.2 41.34347505357606367707020(3.9—22.4m)6020(3.9—22.4m)2323232316.12716.12716.12716.12716.12716.114.3 30 3314.3 30 14.3 30 3314.3 30 3314.3 30 14.3 373737374040404040.240.2439.54599.5439.5439.58.6478.5478.585085087.3537.36.65576.66.2606.25.8 5.355020(3.9—22.4m)20(3.9—454022.4m)20(3.9—22.4m)9—22.4m)35吊点位置:706050454035点距根（米）28.124.62219.419.419.4量（吨）19.618.1716.715.1731413.731自由高度固定式1278.9行走式1280.09米起长组合由起根至尖顺序10起长 | 起组合顺序304040米50米10nn-10m—10nn-10m10-101031品文档6060米70米10nn-10m—10nn-10nn-10m—10m10nn-10m—10m—10m—10m—10m—10m起重臂长（）起重臂长（）平衡臂长配置组合配重重量（吨）最大起重量（吨）35401P+2N4N11.613.220t45 25.4米 1P+3N14.9501P+4N18.2603P+2N21.670配重形式5PP=5000kgN=253300kg、:塔身组成 吊钩高度（） 压重层数压重重量1+1+120.091+2+126.09560t1+3+132.09560t1+4+138.09560t1+5+144.09560t1+6+150.09560t1+7+156.09560t1+8+162.09560t1+9+168.09560t1+10+174.09560t1+11+180.09560t:基础形式M160NM205NM278N标准节数（地面压力）11(2.84)12(2.48)12(1.86)/25/t0/5t）2/12.5/t5/tX -©变幅8变幅/~~4变幅 WX 19-©32OMD85rad/s:0~0.08X/~2:6X5.2kW>mVV98116320126.9米—-1——9）STT293X2米 X6米54X5吨4；36；83.6吨；套架总成7.26米5.17 总成2.2477.154吨； 吨；衡臂96； 。臂长 倍率 最大吊重及范围 303440445054606470744.4W吊重 18吨14.3米 7.016746.165.0583.83.432.982.72臂长 倍率 最大吊重及范围 303440445054606470744.4W吊重 18吨14.3米 7.016746.165.0583.83.432.982.722.392.204.9n吊重 9吨25.9米 7.6606.665.5584.303.933.483.222.892.704.670 w吊重1814.6米7.426.395.2563.963.583.112.842.505.1n吊重926.7米7.9206.895.7564.464.083.613.343.0064w吊重1815.7米8.307.085.835.14.424.013.49 3.2033下载95n吊重9吨29.1米88075863360米9505050492451399370w吊重18吨15.6830736584443402350n吊重9吨29.1米8.878663449345240054w吊重18吨15.7米84072359545241034下载929.6米8.907.736.455.805.02181.6.3米8.607.646.305.624.80931.0米9.008.146.806.125.301818.5米10.359.007.50935.9米9.009.008.00nwnwnwnwn4.60501818.2935米10.108.757.286.50449.009.007.787.0040303440445054606474702.392.892.503.00742.202.7070646054504440n640米6.006.006.00w重 1220.2米7.506.165.0454.483.803.432.9752.72n重 637.3米6.0006.005.5454.984.303.933.475322w重 1220.7米7.726.395.2454.6553.9553.5753.1052.84n重 638.5米6.0006.005.7455.1554.4554.0753.6053.34w重 1222.3米8.437.2455.8305.1854.424.0053.493.20n重 641.9米6.006.006.005.6854.924.5053.993.70w重 1222.1米 8.37 7.1955.845.1954.434.015 3.50n重 642.0米 6.0 6.006.005.6954.934.515 4.00 w重 1222.3米 8.46 7.2755.955.304.02 4.10n重 642.7米 6.00 6.006.005.805.024.60 w重 1223.2米8.887.6456.2655.624.80 n重 644.8米6.006.006.006.00 5.30 w重 1225.9米10.18.7157.176.50 n重 644米6.006.006.00 6.00w1226.4米10.348.93 7.502062.651964.15A=4000±B=2000±A=4000±B=2000±C=1000±74706460545044406A5A+B+C5A+C5A4A+C4A+C3A+B3A+C2423212017171413:基础形式基础形式标准节数地面压力）M173N20(3.0)M206N20(2.1)M235N20(1.7)M270N20(1.5)M30720(1.3、承台压置表C=5-2.8塔身塔身钩高度压层数压块数压352+19+1 64.15 11

22C+22D 116.636下载PAGE37PAGE37下载/238/6/分419/-38/分7X -©22变幅7.5DFV08变幅/07.5kW回转RTC290回转r/min〜0.8回转X 145N-mYMD100回转r/min〜0.8回转X 10.5kW/244/8/分42/-44/分7X -©18变幅DTC185变幅/〜-mX -©9.3回转RTC290回转r/min〜0.8回转X 145N-mYMD100回转r/min〜0.8X 10.5W一道以上16个标准节，2个着框之间标准节数为12。第一道附墙装于第17节标准节中部（49.5m）,此时塔高33节（101.65m）;第二道附墙于第29节标准节（85.5m）,此时塔高45节（137.65m）。最多可以安装四道附墙（209.5m）。36下载PAGE40PAGE40下载C7022X2X6米础3.5 3.78 3520.27(12.39520.27(12.395

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P=98,M=287 H=1627.404.744.94402.52.727.404.744.94402.52.74.4707015.1202523035倍IV1611.48.727.86.925.69率n 888 8 7.12 5.8728.6515.92025 2 30 354550556065704.023.452.982.62.2824.223.653.182.82.482.24550556065倍V1612.29.387.46.095.14.353.743.252.84率n88887.66.295.34.553.943.453.046017.820253031.83540455055608.5倍 V1613.910.667.87 6 5.1 4.4 3.9 3.46.1率 n888887.25 5 5.29 4.6 4.06 3.65518.920253034.33540455055倍V1614.611.49.27.87.66.45.54.84.2 率n888率n888887.86.65.7550m19.520253034.735.4404550倍V1615.111.99.787.86.75.85率n8888886.865.2臂长70656055504540吊点位置26.225.224.223.221.219.717.7跨节距4443344） 16 15.55 14.65 14.05 13.65 12.75 11.8550米55米60米10nn-10m—5mi-5mi-10nn-10m10-105550米55米60米10nn-10m—5mi-5mi-10nn-10m10-105510—10m—5510m—5416565米70米10m-10m—5m-5m-5m-10m-10m—5m—5m10m-10m—5m-5m-5m-10m-10m—5m—5m-5m70RCS40/32/t;4/t46/t2/分tm©K/~~8120N-mOMD85r/min0~0.95X 10.8kWRT443A12V/~0X 4>V129119322）ST70/27X 2X 6米53.78吨套架总成66吨。

3552吨衡臂21.212.4吨39下载P=99,M=264H=152530352530354045505560657070656055504540n84.1-36.5米8887.3W163.2-14米86.365.24.343.673.152.722.362.061.8n84.1-28.4米87.526.305.394.684.133.663.302.972.7w重163.2-16.4米10.37.66.75.24.53.83.43 2.6 n84.1-32.6米887.26.25.44.854.33.9 3.5 w重163.2-16.4米10.486.85.64.94.253.83.3 n84.1-32.6米887.356.45.75.054.64.1 w163.2-17.7米10.98.97.426.495.644.784.40 n84.1-35.0米8887.26.15.37 4.9 w重163.2-17.8米11.48.957.696.545.9 5n84.1-35.8米8887.356.2 5.5 w重163.2-19.2米11.79.47.826.6 5.7n84.1-36.1米8887.2 6.3 w重163.2-19.2米11.79.47.7 6.6:7065605550454026.225.224.223.221.219.717.744433441615.5514.6514.6512.7511.8513.651451.2。行走41X）40米45米5040米45米50米55米60米65米70米10nn-10m—10nn-10m10m—5m—10m—10m10m—10m—5m—5m—10m—10m10m—10m—5m—5m—10m—10m—5m10m—10m—5m—5m—10m—10m—5m—5m10m—10m—5m—5m—5m—10m—10m—55m10m—10m—5m—5m—5m—10m—10m—55m—5m配成403B+1C配成403B+1C453B+1D502C+3D551B+1C+3D6065703D+2B2D+4B3B+3D43类 A=4B=3.1C=1.8D=4.15吨基础形式标准节数（地面压力）基础形式标准节数（地面压力）M101NM142NM126NM169N14(2.56)14(2.13)14(1.76)14(1.65)塔身组成20〜1414.6〜56.6压6压块数12C+12D压量（）63.6 塔身组成20〜1414.6〜56.6压6压块数12C+12D压量（）63.670RCS40/32/t;4/t）46/t;2/t）m钢7X -©变幅DTC185变幅/068变幅185N-m6X 19-©7.7回转RTC370回转r/min〜0.8回转X 185N-m行走3行走/12.5~25行走X 4带弯转弯幅>m小内幅网源380V50Hz缆截面面积平方毫附墙性能后一附墙上允许有 12节标准节；两附墙之间允许有 9节标准节，首次 附墙于 11节中部，9，此时全3节，钩为 7。7,93-41-132.7，4-38-120-50-159.7 ，5-47-147-59-186.7）42下载品文档PAGE43PAGE43K40/21X2X667.43.83.787.52,87013.2555760627013.2555760626567 70162.992.85 2.652.522.352.25 2.106514.95557606216 3.523.36 3.132.99652.86016.55557164.133.865517.7495116 13.3 12 10.9 10 9.2322 24 26 288307.667.6 7.425.965.645.35 5.084.84603.6534.61554.45017.82033.134.735.44446485016 14.112.711.510.59.698.958 7.567.34518.15.845.545.265164018.4202216 14.613.2241226283010.910.19.3328.6334.135.135.83887.757.577.06406.811.49.0885.946.766.45.9920222527.73031.832.411.610.4987.276.796.82022252730.631.832.4

01.47平衡臂21.185驾驶室成4.6。18 22 24.527.728.3 30 32 35 37 4042454750525.375.024.564.283.923.703.413.2235 37 42454750526.045.815.284.984.574.323.993.7935 37 42454750521311.710.19.2787.677.56.856.575.995.655.194.924.554.33212325272932.833.734.3 353739414345476.956.696.33840426.796.546.1821232527293133.634.935.6373941434513.512.311.210.39.488.7987.667.487.146.716.486.125.87026.196525.03三节起量吨）16.06515.64415.15813.98713.95812.78711.630605550454023.7921.4821.0118.716.43245.7。行走26。6X）起重长40米45米50米55起重长40米45米50米55米起重组合顺序10m—10m10m-5m-10m-10m10m-10m-5m-5m-10m—10m10m-10m-5m-10m-10m—10m6060米65米70米10m-10m-5m-5m-10m—10m-10m10m-10m-5m-5m-10m—10m-10m-5m10m-10m-5m-5m-10m—10m-10m-5m—5m起重臂长配重块数重量21.2F=3.1t,E=1.8t,D=3.3起重臂长配重块数重量404550556065703F1E2F4E4F2E3D1F2E6F3D3F6D11.113.41616.418.619.219.8:塔身组合起升高度层数压重所需压重重工作状态反力非工作状态反力水平力（层）块数（吨）（吨）（吨）（吨）2+12+150.6612C+12D63.6t91t95t7.89t基础形式地基承载力（吨/平方米）下基础形式地基承载力（吨/平方米）M101NM142NM126NM169N20.617.915.014.570RCS40/30/t0/8t2/5/t0/分tm©变幅变幅/0~7.6~28.5~57/0~0.13~0.40~0.95变幅-m回转D回转n0~0.8回转X行走3行走/~0行走X 7带弯道的转 弯幅>小内幅网源：380V50Hz90/150kVA缆截面面积方毫45下载12955。JT300-16

9首道3X3米底架X6米67吨

吨吨n834.9米88V1619.3米1616n836.4米88Vn834.9米88V1619.3米1616n836.4米88V1619.9米161687.976.866.005.324.769.748.177.006.105.384.807.196.295.587.276.345.607.476.545.808米75〜m大臂长7570656084.3015.35815.90811.96812.4055810.10臂长7570656084.3015.35815.90811.96812.4055810.1088.485.0050n 837.6米V 1620.6米816816816812.87810.49458 812.93 105488.8188.857.587.766.606.807.60408887.80倍率最大吊重及范围1015202530354045505560657075IV1614.9米1615.9211.448.827.105.894.994.303.753.292.922.602.332.10n 8吨27.9米 8 8 8 87.366.165.274.584.033.583.212.902.63 2.40V 16吨16.5米 16 16 12.87 9.978.086.745.744.974.363.863.453.102.80 n 8吨31.3米 8 8 8 887.066.065.284.674.173.753.403.10 V 16吨17.7米 16 16 13.98 10.88 8.847.406.345.514.854.323.88 3.50 n 8吨33.7米 8 8 8 8 87.586.525.705.054.514.07 3.70 V 16吨18.5米 16 16 14.68 11.43 9.307.796.685.815.134.574.10 n838.9米888V1620.6米161616n839.1米88898X）46下载合（由根至尖顺序）：47下载40米起重臂组合顺序10m—10m-10m-10m48下载4545米50米55米10m—10m-10m-10m—5m10m—10m-10m-5m-5m10m—10m-10m-10m—5m-5m-5m60米65米70米75米10m—10m-10m-10m—5m-5m-5m-5m10m—10m-10m-10m—5m-5m-5m-5m-5m10m—10m-10m-10m—5m-5m-5m-5m-5m—5m10m—10m-10m-10m—5m-5m-5m-5m-5m—5m-5m55X 1X #5X 1#+1X2#2#2#5X 6X 5X 1X # 4X 1#+2X :21.5米22吨21.521.521.5米22吨2220.6吨21.518.519.523.4吨18.518.5米22吨 20.6吨1#3.92#2.5吨()75706560555045405X1#+1X4X1#+2X40—4540—45-55—60-数总t块数总块数70—总 块数m基数标准t基数标准t基标准49.88041695.0416115.0420041655.894204207.8135.04425.04215.04013.8235.04435.04415.04019.8335.04435.04425.04225.8445.04645.04635.04431.8555.04855.04845.04637.8675.041265.041055.04843.8785.041485.041475.041237S4.0N380/)(2~~~8/~~~(2/4)12~19~30~49/分(16~8.2~4.8~2.6t)66S4.0N520/)(2)~~~6/~~~49(2/4)17~27~43~68/分(16~10.4~6.4~16t)下载/4.3~43~86W©n:0~0.67r/minX /5X 5kW400V50Hz67kVWAWm;m;;m。MC320X 2米25/； 01.8吨；5.3吨； 塔帽：5.2吨）。10kVA380V50Hz固定满顶252.5满顶257.6ax65臂吊重6665.9505.2694.7094.2433.8506/44.71ax65臂吊重6665.9505.2694.7094.2433.8506/44.71幅度（米）303540455055606570Maxi/m70臂吊重6665.5224.8694.3363.8943.5203.26/41.94■迎下载60臂吊重55臂吊重50臂吊重45臂吊重40臂吊重

4.243 6/44.715.9565.2694.7095.9565.2694.7096665.9565.2694.7095.9565.2694.7096666666666666666 5.400 6/45.666 6/45 6/4035臂吊重 6 6 6/3530臂吊重 6 6/30幅度（米）30354045505560幅度（米）303540455055603.10030臂吊重9.60065702.6702.35012/21.4370臂吊重7.7906.5505.4914.6724.0193.4863.04465臂吊重8.6757.1816.0675.2064.5193.9593.49360臂吊重8.6757.1816.0675.2064.5193.9593.49355臂吊重8.6757.1816.0675.2064.519 3.95950臂吊重8.8957.3696.2325.351 4.65045臂吊重9.1207.561 6.399 5.50040臂吊重9.5237.9066.700 35臂吊重9.575 7.95012/22.8312/22.8312/22.8312/23.3012/23.7912/24.6612/24.7712/24.88平衡臂长度（米平衡臂长度（米）1820.51CS4CACU1CU23.71CS2CA3CU24.530353035404500001250556065701CU1CU1CU1CU1CU最终配重组成1CS4CD3CA1CS1CU3CA 1 1CA4CU1CS1CA4 3CA2配重重量（吨）20.714.917.2CU19.522.6CU24.9 21.8配重种类CS=2.3吨CA=4.2吨CU=4.6吨HK703O：X 2米：X 6米塔身节主要构件量：基础节：3.8 米（3.796吨）；套架总成：（5.154吨）；回转支承总成：（6.6吨）头：（2.5吨）；最大自由高度基础受力（吨）：P=98,M=287H=16

标准节：3米（1.82吨）；过渡节：7.65米（4.12平衡：21.18米（10.8吨）；司塔节总成：（4.654吨）5。迎下载起重性能（最大起重量12 吨）：52下载123.2-19米8.787.135.955.074.383.833.3832.6964-38米6665.654.964.413.963.593.27123.2-22米10.28.276.935.925.224.524.023.583.264-43.1米66665.85.14.64.16 3.8123.2-22米10.48.57.16.15.284.64.13.68 64-44米66665.865.224.69 4.26 123.2-24米118.57.126.135.284.65 4.2864-44米66665.87 5.23 4.71 123.2-24米11.39.37.756.645.8 5.0964-47米66666 5.6 123.2-24米11.59.327.786.66 5.864-45米666 6 6123.2-24米11.69.357.8 6.68WnwnwnwWnwnwnwnwnwnwn25303540455055606570702.41365605550454064-40米666640米45米40米45米50米55米60米65米70米10nn-10m—10nn-10m10nn-10m—5m—10m—10m10m—10m—5m—5m—10m—10m10m—10m—5m—5m—10m—10m—5m10m—10m—5m—5m—10m—10m—5m—5m10m—10m—5m—5m—5m—10m—10m—55m10m—10m—5m—5m—5m—10m—10m—55m—5m（）40（）40455055606570配成配量（）配种类F=3100kg土10kg E=1800kg土10kgG=3700kg土10kg3F+1E2F+4E4F+2E5F+1E6F5F+1G3F+3G11.113.41617.318.619.220.4:基础形式基础形式标准数（地面压力）M101N14(2.56)M142N14(2.13)M126N14(1.76)M169N14(1.65)=8吨=2.5吨）塔身塔身成钩高度（）压层数压块数压量（）542+(0〜142+(0〜14114.6〜56.6612C+12D63.6/40/t;0/t）40/t0/t）X -©12）6DPC4/~~~X -©9.3OMD85r/min:0~0.8r/minX 3/12.5~25X 7>m380V50Hz/440V60Hz150kVA129119377,93-41-132.74-38-120-50-159.7ST70/30X 2X 6米53.78吨； 356； 52吨6； 512.395吨头7。55下载P=97,M=286H=1625303525303540455055606570365w123.2-23.76米4.1-45.6443.560nw6米123.2-23.8米4.1-45.724.744.355nw6米4.8123.2-24.53米4.1-47.1950nw6米123.2-24.8711.964.1-459.57.86.65.745nw米123.2-25.2米64.1-40米6666640nW123.2-21.07米 9.7 7.7 6.6 5.254.43.83.3 2.8 2.570n重 64.1-40.3米 66665.24.64.13.63.3w重123.2-23.35米 114.1-44.838.87.26.15.24.53.93.43n重6 米 66665.95.24.64.23.811.297.46.25.34.6666665.311.397.46.25.34.6666665.311.79.47.76.55.54.8666665.6129.786.86666:7065605550454026.225.224.223.221.219.717.744433441615.5514.6514.6513.6512.7511.851451.7。行走46X）40米45米5040米45米50米55米60米65米70米10nn-10m—10nn-10m10-105m—10551010m10m—5510m—10m—5510m—510m—55510—5—5m10m—55510—5—556配重重量（吨）11.113.4516.0517.35配重种类配重重量（吨）11.113.4516.0517.35配重种类A=4B=3.1吨C=1.8吨18.65D=4.15吨20.721.75臂长（米）40455055606570配重组成3B+1C3B+1D2C+3D1B+1C+3D3D+2B2D+4B3B+3D57下载基础形式标准节数（地面压力）基础形式标准节数（地面压力）M101NM142NM126NM169N14(2.56)14(2.13)14(1.76)14(1.65)塔身组成吊钩高度（米）压重层数压重块数压重重量（吨）2+(0~14)14.6~56.6612C+12D63.6 =5X 塔身组成吊钩高度（米）压重层数压重块数压重重量（吨）2+(0~14)14.6~56.6612C+12D63.670RCS30/40/t;0/t）40/t;0/t）m钢7X -©DTC120/0~57120N-m钢6X 19-©7.7RTC290r/min0~0.8X 10.5kW2X -m3/12.5~25X 4>m380V±5%50Hz105kVA缆截面面积平方毫附墙性能后一12节标准节；两9节标准节，首次附墙1193节，钩为77,93-41-132.7，4-38-120-50-159.7 ，5-47-147-59-186.7）58下载K30/30X2X6米3.53.786.62.5。最大自由高度受力=94,M=282H=14WnwWnwnwnwnwnwnwn25303540455055606570703653.9604.3554.8505.64563.9-45米123.1-25.163.9-40米640

37528123.1-20.6米9.537.66.245.234.453.833.322.92.5563.9-39.1米66665.24.584.073.653.3123.1-23.4米11.18.927.366.215.324.614.033.553.1563.9-45米666665.364.784.3123.1-23.4米11.18.927.366.215.324.614.033.5563.9-45米666665.364.78123.1-23.5米11.18.957.396.235.344.624.0563.9-45.3米666665.37123.1-24.3米11.69.337.716.515.584.8563.9-47.1米66666123.9-24.7米11.89.57.866.645.76666129.718.046.8666615.982214.69414.21915.982214.69414.21913.72612.50470656055504526.225.224.223.221.919.715.60自由高度固定式14标准51.7。行走式满顶4标准，钩高6X）105940米45米50米55米10nn-10m—10nn-10m10-105m—10551010m10m—5510m—606060米65米70米10m-10m—5m-5m-10m-10m—5m-5m10m-10m—5m-5m-5m-10m-10m—5m—5m10m-10m—5m-5m-5m-10m-10m—5m—5m-5m40403F+1E11.1455055606570S9=4000±50kgF=3100±50kgE=1800±50kg2F+4E4F+2E5F+1E6F2S9+4F3S9+3F13.4516.0517.3518.6520.421.35:基础形式基础形式标准节数地面压力）M101N14(2.33)M142N14(1.97)M126N14(1.65)M169N14(1.56)M205N14(1.28)M278N14(1.13)、=2.5X 900X ,=8塔身塔身吊钩高度压层数压块数压2+(0~14)+114.6〜56.6612C+12D63.670RCS30/40/t;0/t40/t;0/分tm钢7X-©变幅4T3V4变幅/~~7变幅 -mX -©7.7回转145STV回转r/min0~0.8回转X 145N-m行走3行走/~0行走X 3.7kW带弯转弯幅>m小内幅网源380V50HZ/440V60Hz90kVA缆截面面积方毫61229。第11中部（39m23（78.2m）;第二20（66m此时塔32（105.5m）。可五（195m）。256HC2.30X 米,165609.189.498.317.88.598.067.58 6.95 6.57 5.935.39 5.147.83 7.19 6.8 6.145.58 5.324.814.71 4.51 4.24 3.99 3.774.984.88 4.67 4.4 4.14 3.913.563.73.373.265609.189.498.317.88.598.067.58 6.95 6.57 5.935.39 5.147.83 7.19 6.8 6.145.58 5.324.814.71 4.51 4.24 3.99 3.774.984.88 4.67 4.4 4