部分大型建筑机械简介

部分大型建筑机械简介 28 NK-400E加藤汽车起重机（日本） 32 41 56 56 57 设备型号众多，恕不一一列举，时间仓促，如有疏漏之处望告知，以便改正，在此谢过， ‘助’贵公司，业绩蒸蒸日上，财源广进，北京****建筑机械施工有限公司――项目管理部50米臂幅度5545米臂幅度55340米臂幅度5535米臂幅度5530米臂幅度55臂长4540大臂重量（吨）7.316.9356.565.8255.45自由高度：固定式：满顶17节标准节，59.8米--0.15m＋l×7.5m＋2×3.0m*＋15×3.0m+1.15m行走式：满顶16节标准节，61.6米--5.0m＋l×7.5m＋1×3.0m*＋15×3.0m+1.15m上式中5.0米：x（枕）+0.315（工）+0.152（轨）+0.65（台）+0.4（梁）+3.5（基节）塔身组成压重层数压重块数压重重量（吨）23C）20～9113.6～40.448C8D42.423C）2＋10＋143.4510C10D23C）2＋11＋146.4612C12D63.623C）2＋12＋149.4614C14D74.220～10113.6～43.636C6D31.82＋11＋146.648C8D42.42＋12＋149.6612C12D63.62＋13＋152.6714C14D74.22＋14＋155.6816C16D84.82＋15＋158.620C20D106.02＋16＋161.622C22D116.63-38-120-53-167.8,4电网参数：电源：380V±5%；50HZ电容量：90KVA幅度40424446486079.78.98.27.67.16.8665.75.35.054.84.554.354.153.953.753.6幅度41.742.845474919.38.687.46.96.5665.65.45.14.854.64.4幅度4043.244.546489.38.687.576.6665.85.55.2幅度414343.64579.89.18.47.97.46.96.56.166幅度4049.68.98.37.77.26.8161151.7米--0.15m＋l×7.5m＋14×3.0m+1.05m（不含配重、吊载自重为95）。轨道式、承台式压重配置任何高度压重都相同）幅度27.531.732.536.74043.34547.548.352.557.56062.56567.58.77.877.387.176.576.215.65.084.854.534.434.243.993.753.543.343.1632.842.7659.188.317.87.586.956.575.935.395.144.814.714.514.243.993.773.563.373.2609.498.598.067.837.196.86.145.585324.984.884.674.44.143.913.710.019.078.518.277.597.196.495.915.645.285.174.964.674.448.310.419.438.868.617.917.496.776.165.885.515.443.310.799.789.198.938.217.777.036.436.710.079.469.198.45831.711.7210.64平衡臂长配置组合臂端起重量（吨）最大起重量（吨）31.7（7.95+8.225）米11.2536.75A2B14.15843.36A2B6.448.37A1B5.4米4A2B4.4605A2B14.153.7657A1B3.29A20.252.7配重形式A＝2250公斤B＝1450公斤速度(m/min)一速二速三速1.4～145.1～5110.1～101适应最大起重量(吨)5.02.1速度(m/min)一速二速三速895适应最大起重量(吨)7.03.5轨道式、承台式压重配置表A＝6.94吨（5800×1400×350）B＝4.845吨C＝2.2吨）塔身组成吊钩高度（米）压重块数压重重量20～5117.1～37.82A8B2C57.0426～8141.9～50.22A10B62.332＋9＋154.42A10B2C66.73塔身组成吊钩高度（米）压重块数压重重量20～5117.1～37.82A8B2C57.0426～7141.9～46.12A10B62.3328～9150.2～54.42A12B72.02塔身组成吊钩高度（米）压重块数压重重量20～5117.1～37.82A6B42.952＋6＋141.92A8B52.642＋7＋146.12A10B62.3328～9150.2～54.42A12B72.02塔身组成吊钩高度（米）压重块数压重重量20～4117.1～33.72A6B42.952＋5＋137.82A8B52.642＋6＋141.92A10B62.332＋7＋146.12A12B72.022＋8＋150.22A14B81.712＋9＋154.42A14B2C86.11塔身组成吊钩高度（米）压重块数压重重量20～2117.1～25.32A2B2C27.972＋3＋129.62A4B33.262＋4＋133.72A4B2C37.662＋5＋137.82A6B2C47.352＋6＋141.92A8B2C57.042＋7＋146.12A12B72.0228～9150.2～54.42A14B81.71塔身组成吊钩高度（米）压重块数压重重量20～3117.1～29.62A4B33.262＋4＋133.72A6B42.952＋5＋137.82A8B52.642＋6＋141.92A10B62.332＋7＋146.12A12B72.022＋8＋150.2～54.42A14B2C81.71塔身节型式台车1.5t，横梁1.5t，纵梁2.5t，塔头2t，回转+卷扬7.2t，平衡臂19.2m3.5t，起重臂9.3t）电网参数：电源：380V±5%；50HZ电容量：120KVA60R2.8-15.729.854560a=48.487.216.2464.853.93.212.682.272.1a=265.354.43.713.182.772.6R2.8-16.631.745a=410.939.17.756.7265.234.223.492.932.7a=265.734.723.993.433.2R2.8-17.345a=411.439.538.127.046.195.54.443.373.1a=265.94.943.873.648R2.8-17.733.854548a=411.799.838.387.286.45.54.63.823.5a=265.14.32442R2.8-18.735.8542a=410.498.957.786.855.54.954.5a=265.455R2.8-18.75a=410.5297.826.886.135.5a=26起重臂长组合（由起重臂臂根至臂尖顺序）12m表示该大臂节上部装有大臂拉杆3适应最大起重量(吨)E6026/B12塔吊附墙性能：第一道附墙最大高度8节×4=32米；相邻附墙间距离6×4=24米；附墙上最大高度6×4+6=30米；塔吊最大高度120米。76643866566766重量（吨以双钩计｝1～108c8d10c10d12c12d14c14d16c16d18c18d20c20d22c22d42.463.674.284.895.4116.63-38-120-53-167.5,4-5起重性能从3.1米开始）13.22224.527.728.33032353740424547505255576062656711.49.0886.946.766.45.995.375.024.564.283.923.703.413.222.992.852.652.522.352.252.1065臂14.920222527.73031.832.43537404245475052555760626511.610.4987.276.796.86.045.815.085.654.574.323.983.793.523.363.132.992.860臂16.52022252730.631.832.4353740424547505255576011.710.19.2787.677.56.856.575.995.655.194.924.554.334.033.863.655臂17.7212325272932.833.734.3353739414345474951535513.310.99.2387.667.67.426.956.696.35.965.645.355.084.844.614.450臂17.820222426283033.134.735.43840424446485013.512.311.210.39.988.7987.567.36.796.546.185.845.545.26545臂18.121232527293133.634.935.6373941434513.512.311.210.39.988.7987.667.487.146.716.486.125.840臂18.42022242628303234.135.135.8384014.613.210.910.19.38.6387.757.577.066.8806K30/21起重性能从3.1米开始）本塔吊除起升机构（起重性能）外均与K40/21塔吊相同。幅度24.527.728.3404245476062656749.0886.946.766.45.995.375.024.564.283.923.703.413.232.992.852.652.522.352.252.10幅度227.731.832.44042454760626564987.276.796.86.045.815.284.984.574.323.983.793.523.363.132.992.8幅度530.631.832.44042454760719.2787.677.56.856.575.995.655.194.924.554.334.033.863.6幅度32.8414345474999.2387.426.956.696.35.965.645.355.084.844.614.4幅度33.134.735.44042444648559.698.9587.567.386.796.546.185.845.545.265幅度33.634.935.6414345239.488.7987.667.487.146.716.486.125.8幅度34.135.135.840919.38.6387.757.577.066.876363633-22-72.15-32-105.15，4-29-9平衡臂臂幅度10.3米22.140424547Ⅳ吊重8.46.55.6554.23.63.32.852.652.352.1520.1米内吊5吨4.53.903.553.152.952.652.452.252.11臂幅度11.7米21.321.740424547Ⅳ吊重7.56.55.4554.23.853.353.12.752.62.32.1522.8米内吊5吨4.54.153.653.43.052.902.602.452.302.152.045米臂幅度23.724.2404245Ⅳ吊重8.57.46.15.5554.43.853.63.22.952.72.52.325.5米内吊5吨4.74.23.853.53.253.02.82.640米臂幅度14.4米26.326.840Ⅳ吊重9.68.36.96.2554.954.44.053.653.43.125.5米内吊5吨4.74.353.953.73.459333881261678242附墙性能：最后一道附墙上最多9节标准节；两道附墙之间最多6节，首次附墙最高在10节中部，高28.65米，此时全塔19节，钩高58.96米（2-16-46.65套架总成9.06吨）过渡节臂长倍率最大吊重及范围40456065Ⅳ吊重12吨3.2-21.07米9.77.76.65.254.43.83.32.82.52.256吨4.1-40.3米66665.24.64.13.63.3365Ⅳ吊重12吨3.2-23.35米8.87.26.15.24.53.93.436吨4.1-44.83米66665.95.24.64.23.860Ⅳ吊重12吨3.2-23.76米97.46.25.34.643.56吨4.1-45.64米666665.34.74.36Ⅳ吊重12吨3.2-23.8米97.46.25.34.646吨4.1-45.72米666665.34.8Ⅳ吊重12吨3.2-24.53米9.47.76.55.54.86吨4.1-47.19米666665.645Ⅳ吊重12吨3.2-24.53米9.57.86.65.76吨4.1-45米6666640Ⅳ吊重12吨3.2-25.2米9.786.86吨4.1-40米6666臂长65604540吊点位置26.225.224.223.221.2跨节距444334臂重（吨）15.5514.6514.6513.6512.7511.85臂长（米）40456065配重组成3B1C3B1D2C3D1B1C3D3D2B2D4B配重重量（吨）13.4516.0517.3518.6520.721.75配重种类A=4吨B=3.1吨C=1.8吨D=4.15吨附墙性能：最后一道附墙上允许有12节标准节；两道附墙之间允许有9节标准节，首次附墙最高于11节中部，高39米，此时全塔23节，吊钩高度为78.5米。（2-20-66-32-105.5，3-29-93-41-132.5，4-38-120-50-159.5，5-47-147-59-186.5）臂长倍率最大吊重及范围40456065Ⅳ吊重12吨3.1-20.3米9.47.66.35.54.754.153.653.252.92.56吨3.1-39.1米6665.855.14.54.053.653.3365Ⅳ吊重12吨3.1-23.2米8.97.46.35.64.94.353.93.56吨4.1-45米666665.34.754.33.960Ⅳ吊重12吨3.1-23.2米8.97.46.35.64.94.353.96吨3.1-45米666665.34.754.3Ⅳ吊重12吨3.1-23.2米8.97.46.35.64.954.46吨3.1-45.3米666665.44.8Ⅳ吊重12吨3.1-24.1米9.47.86.665.26吨3.1-47.1米666665.645Ⅳ吊重12吨3.1-24.4米9.47.96.766吨3.1-45米6666640Ⅳ吊重12吨3.1-24.6米9.686.86吨3.1-40米6666）回转连塔帽（4.58吨）平衡臂：14.3米（2.63吨）13米（2.26重35.9米内16（48）20（60）24（72）28（84）79臂长（米4540装起重臂前配重平衡臂长度(米）最终配重组成5CD4CDCE4CDCE3CD2CE4CD3CDCE2CD2CE配重重量（吨）17.2516.0516.0514.85配重种类CD=3.45吨CE=2.25吨附墙性能：最后一道附墙上允许有11节标准节；两道附墙之间允许有8、9节标准节，首次附墙在10节中部，高36米,此时全塔22节，吊钩高度为74米（第2道-19节中-63米-全塔30节-吊钩高98米、3-27-87-38-122、4-35-111-46-146此时最高如再加高请与厂家联系）。60最大吊重及位置20253035404550556010T11.75M7.415.093.832.932.331.881.541.261.040.855T20.2M554.383.472.882.432.081.811.581.405510T13.97M9.186.454.863.823.082.532.111.775T26.59M5554.373.633.082.662.322.055010T15.17M7.155.424.263.462.872.412.055T29.02M5554.814.013.422.962.64510T15.3M7.235.484.313.52.912.455T29.3M5554.864.053.4634010T15.4M7.295.534.373.552.955T29.56M5554.914.13.5最大吊重、位置2025303540455055606010T10.7M6.84.83.652.92.651.951.631.381.1.1.005T19.70M54.93.753.002.752.051.731.485510T12.8M8.464.63.73.052.552.151.855T23.8M554.73.83.152.652.251.955010T14.5M8.96.95.444.353.5732.252.205T26.00M5554.453.673.102.652.304510T14.5M8.96.95.444.353.573.02.65T26.00M5554.453.673.102.704010T14.50M9.606.905.444.353.573.005T26.00M5554.453.673.10臂长604540跨节距64333大臂重量（吨）8.858.457.657.26.7固定式：满顶17节标准节：59.8米--0.15m＋l×7.5m＋2×3.0m*＋15×3.0m+1.15m行走式：满顶16节标准节：61.6米--5.0m＋l×7.5m＋1×3.0m*＋15×3.0m+1.15m配重重量（吨）配重重量（吨）V＝3.5t±50Kg起重臂长（米）404560配重形式配置组合2G2C4G最大起重量（吨）G＝3.7t±50KgC＝3.1t±50Kg平衡臂长20～10134678C＝2.8吨（3000×900×450）D＝2.5吨（3000×900（减两个500×45°等腰直角三角形）×450）塔吊电网参数：交流电压：380V；50HZ3-38-120-53-167.8,4本塔吊除起重性能与ST60/14不同外，其余参数、结构均相同。幅度最大吊重及位置253040455055606010T11.75M7.413.832.931.881.541.261.040.855T20.2M54.433.572.532.181.911.681.505510T13.97M9.184.863.822.532.111.771.505T26.59M554.473.182.762.422.155010T15.17M5.424.262.812.412.055T29.02M554.913.523.062.704510T15.3M5.484.312.912.455T28.3M554.963.563.104010T15.4M5.534.372.955T30.00M5553.60塔身节形式：基础节：1.5×1.5×5.5米整体(1.633吨米吨米吨91041149643340米吨354474728米吨241400370平衡臂长配置组合平衡臂长配置组合6A3A3C11.642A2B2B2CA=2.082t起重臂长（米）4540配重形式配重重量（吨）12.49210.1468.56.936最大起重量（吨）B=2.168tC=1.3t4顶升机构：电机：4KW；顶升速度：0.47米/分；额定工作压力：21MPa；顶升行程：1.5米NH4321说明：H-塔吊高度（m）N-标准节数量n1-附墙数量H1-第一道附墙高度H2-自由高度附墙性能：附着式塔机吊钩最大高度达106米，应设有4道附着装置。第一道附着装置距离轨道或混凝土基础平面小于28米，第二道距离第一道为20米，第三道距离第二道为20米，第四道距离第三道为19米，塔身悬高不大于23米。塔身截面：2米×2米回转重量：回转下支座含齿圈：6.375吨11.98吨回转上支座：4.7吨含两个电机5.605吨偶合器两个重：0.325吨减速器两个重：0.58自由高度：43.9米＝0.15米＋3米/节×14+1.75米吊点：70米吊于距臂跟28米；60――24.6；50――22；40――17.7附墙特性：最后一道附墙以上最多有13节标准节，相邻两道附墙之间最多有10节标准节，第一道附墙最高作在第11节中部，高31.65米，此时全塔高24节，吊钩高度为73.9米（2―21－61.65―34―103.9；3－31－91.65－44－133.9；4－41－121.65－51－154.90）起重性能4040.241.3434760636770/60/5020t—22.4m9.58.57.97.36.66.25.85.35404020t—23.4m起重臂长（米）平衡臂长配置组合配重重量（吨）最大起重量（吨）25.4米27.5603P+2N23.31P+4N401P+3N配重形式P＝5.5t±50KgN＝3.4t±50Kg4040.241.3434760636720t—22.4m9.58.587.36.656.25.85.35主臂主臂+付臂24.024.0+7.53.020.02.503.52.504.014.155.502.504.512.605.502.345.011.305.502.035.510.255.506.09.309.505.507.07.107.305.507.66.256.355.500.950.878.05.755.905.250.740.709.04.954.650.590.564.154.150.480.453.000.390.353.102.252.350.320.242.050.2620.022.00.80注：1、上表中额定总载荷是起重机架设于水平而稳固地面时的数据，粗线上数据根据起重机强度计算的，粗线下面的数据是根据其稳定性计算的。2、表中额定总载荷是吊臂在侧方及后方区域时的数据，各项额定总载荷未超过倾翻载荷的75%。3、各项额定总载荷包括吊钩重量及索具重量在内（主吊钩重230Kg，付吊钩重50Kg）。4、钢丝绳股数不得超过下表所示，每股钢丝绳的载荷：主绞车钢丝绳应少于2850Kg，付绞车钢丝绳应少于2500Kg。臂长7.5副杆单项节钢丝股数764115、副杆接于主吊臂时应从吊臂额定总载荷减去800Kg。6、使用前千斤顶（另购件）时，即使在前方区域内也可以适用在两侧及后方时的额定总载荷。7、单项节的额定总载荷应丛相应的总载荷减去下表所示载荷。8、注意每股钢丝绳的载荷不超过2500Kg臂长（米）应减载荷（Kg）9、特殊气候应注意事项，参阅操作维修手册支腿伸出宽度：后端最大旋转半径：底盘型号：加腾NK250E――Ⅲ型汽车起重机(A主臂长度、B工作幅度)支腿全伸(侧面、后面吊重)A10米臂杆20.5米24米27.5米25.0025.009.5020.609.504.09.506.506.004.59.506.506.009.506.506.009.506.506.009.506.506.009.506.506.009.808.806.506.009.409.209.108.306.506.008.08.658.458.356.105.658.38.258.056.755.905.459.06.956.255.455.059.56.656.506.555.905.204.806.005.906.205.604.954.605.004.855.255.004.504.204.304.204.604.654.153.954.104.454.604.103.902.903.253.403.503.352.302.702.853.003.002.402.602.752.852.102.1520.022.022.324.00.900.9525.80.650.750.5029.30.40最大额定起重量额定载荷量：单位：吨35米主臂+8.8米副臂偏置角5°35米主臂+13.5米副臂偏置角5°工作半径（米）起重量（吨）工作半径（米）起重量（吨）80°8.44.009.62.504.002.503.902.503.72.403.652.303.052.202.6568°2.3066°2.0020.964°22.562°21.024.060°22.325.323.40.9526.70.8523.90.8527.20.7024.50.8025.70.7027.00.55注：1.表内额定起重量是保证起重机在坚实平整地面上的最大载荷，它包括吊钩和吊具重量（主钩重450公斤，第二副钩重250公斤，第三副钩重120公斤）。2.表中粗线框内的起重量是根据结构强度计算的，其余起重量不超过倾翻载荷的75%。3.如伸出副臂而用主臂起吊时，应从额定起重量中减去1600公斤。4.起重臂的仰角不得小于下列数值起重臂长度（米）副臂操作起重臂仰角5.单根钢丝绳起吊时不超过4000公斤，钢丝绳的倍率表如下：臂杆长度（米）11～6.516.5～22.022.0～27.027.0～35.0钢丝绳倍率65436.起重能力以支腿伸出为根据，不全伸出（除11米臂外）即使无载荷也禁止任何操作。7.作业半径包括主臂和副臂挠曲的实际值，带副臂的作业半径应为起重臂全部伸出。主要技术参数注：起最大起重量工作幅度为3.0米时50.50吨主臂全缩臂长10.8米全伸臂长40.15米双节副臂臂长9.0米和16.0米支腿支腿横向跨距6800毫米转弯幅度最小转弯幅度11.8米（于最外侧轮胎中心测量）外形尺寸约13620毫米约2820毫米约3750毫米重量约38700公斤前桥自重后桥自重约23700公斤主臂5节主臂10.8米～40.15米上车后半部回转幅度3700毫米爬坡能力（tanθ)（计算值）1：5A18.1521.825.532.8540.153.050.0033.0028.0024.003.543.0033.0028.0024.004.038.0033.0028.0024.0020.004.534.0030.5028.0024.0020.005.030.2029.0028.0024.0020.0013.005.527.5026.5025.6023.2020.0013.006.025.0024.0023.5021.5020.0013.006.522.7022.3021.8019.9018.0013.007.507.020.7020.3020.0018.44016.8013.007.507.518.7018.6018.5017.1015.7013.007.508.017.3017.4017.0015.9014.8012.307.5020.02.603.2022.02.459.0米82°3.502.002.0080°3.502.002.003.502.002.003.502.003.302.000.973.122.000.952.970.932.680.892.330.8468°2.150.8165°0.7663°0.7360°0.980.700.960.770.640.770.760.590.470.670.660.500.580.57注：A：主臂长度；B：工作幅度；C：副臂长度；D：副臂倾角；E：主臂仰角；支腿全伸不用支腿（后方区）不用前支腿（前方区）A21.8米25.5米32.85米40.5米3.033.0022.0019.0016.008.003.533.0022.0019.0016.006.404.033.0022.0019.0016.0013.505.104.528.0022.0019.0016.0013.504.205.021.0020.8019.0016.0013.509.003.405.516.8016.5016.0015.5013.509.002.806.013.6013.5013.0013.0013.009.002.306.511.4011.2011.0010.8010.809.005.007.09.609.409.309.209.209.005.007.58.208.107.907.807.808.605.008.07.406.906.806.706.707.505.009.05.305.205.105.005.005.005.00注：A：主臂长度B：工作幅度4.003.903.803.704.605.002.952.902.802.703.604.102.152.002.803.402.20说明：1、各额定总起重量均依据于西德标准DIN15019.2～75%2、表中所列的额定起重量，以起重机支平在坚固平坦地面上为前提条件。粗线上边的数值以起重机强度为依据，而粗线下边的数据以起重机的稳定性为依据。如进行不用支腿的作业时，应考虑地面状态，以及其它条件的情况下，参照“不用支腿”栏内的额定总起重量。3、粗线下边的额定总起重量不得超过起重机翻倒载荷的75%。4、表中的额定总起重量均包括吊钩以及其它吊具的重量。5、不用前支腿，吊臂位于前方区时额定总起重量低于吊臂位于侧方、后方区时的额定总起重量。6、对于各种长度吊臂规定的吊钩标准钢丝绳倍率，如下表所示，主起升机构的单股绳线载荷值应小于4200公斤，而副起升机构的单股绳载荷值应小于4000公斤。吊臂长度（米）18.1521.825.532.8540.15副臂臂端单滑轮倍率876542117、臂端单滑轮的额定总起重量，应从相应的主臂额定总起重量减主钩重量，此外，臂端单滑轮的额定总起重量不得超过4000公斤。8、自由下降操作，只能对空钩加以利用。额定最大载种量80t×3.5m动臂长12m～44m（全伸出为5节）小动臂长9.5m～12m（2节）动臂幅度-2°~82°动臂变幅时间高速（0°~82°)64s低速（0°~82°)125s距地面最大起升高度仅用动臂44米加用动臂59.2米动臂伸缩缸伸出速度0.18米/秒（一、二、三节动臂）起重钢绳速度高速（第一层）108米/分低速（第一层）54米/分起重钩速度主卷扬高速9米/分低速4.5米/分（股数（股数12第一层）高速108米/分低速54米/分回转速度（股数1第一层）（股数1第一层）起重钢绳主卷扬型式直径长度240m付卷扬型式直径长度发动机型号三菱BDG20C柴油机型式四行程水冷式柴油机最大功率最大扭矩燃油箱容积300L注:1、输出功率按DIN6270；2、额定输出功率在标准环境下保证在7%内。外形尺寸总长约15400mm总高约3900mm总宽约3000mm轴距5588mm轮距前轮2540后轮2159最大行驶速度55km/h汽车发动机型号8DG60W最大输出功率282马力/2200转/分最大输出扭矩最小转弯半径（最外胎的中心）支腿距离（纵横）5587mm×7000mm总重约63000Kg负荷分配前轮约25500Kg后轮37500Kg承载汽车制造厂加藤型式KATO-12680驱动12×6轮胎前轮14.00-20218层×6后轮（双胎）14.00-20-18层×12额定起重量（单位：吨）动臂长度工作半径前支腿无支腿24m30m36m40m44m2.5m80.045.03.0m80.045.035.03.5m80.045.035.04.0m70.045.035.027.04.5m62.045.035.027.09.55.0m56.040.032.027.08.05.5m50.037.029.227.022.06.86.0m45.034.327.225.022.05.86.5m39.431.525.323.222.05.07.0m35.629.123.721.520.34.38.0m27.825.421.03.29.5m20.820.82.010.0m11.0m11.8m9.712.0m9.513.0m9.38.814.6m9.08.57.815.0m9.49.49.48.78.27.616.0m8.18.18.17.77.117.8m6.26.26.26.86.320.0m4.54.54.55.15.622.0m3.43.44.04.423.0m3.03.03.53.926.0m2.22.627.0m2.228.0m30.0m31.0m使用支脚动臂角度44米+9.5米小动臂（小动臂位移5°)44米+15米小动臂（小动臂位移5°)工作半径（米）工作半径（米）81.36.04.080.46.04.080.15.94.078.65.23.7575.24.43.0570.820.03.622.52.5566.024.03.027.22.163.826.02.7529.12.0558.030.32.534.055.432.0注：1.额定起重量数值是在侧向和后向范围工作值。2.鹅头的起重量与主动臂数值相同，但最大额定起重量6000Kg包括用额定操作和主动臂操作的起重钩、滑轮组重量。3.额定起重量是在坚硬的水平地面，并包括吊钩绳轮组和其它吊具时的最大保证负荷。钢丝绳包卷部分决定了起重机的机械强度。用于80吨用于26吨用于6吨重量1000Kg500Kg250Kg4.当安着小动臂时，使用主动臂工作，应从额定起重量扣除吊具重量外，再减去2700Kg。起重机性能额定起重量12000kg×3.35m（13.6m臂杆）50000kg×6.5m（20.4m臂杆）40000kg×7.5m（27.2m臂杆）32000kg×8.5m（34.0m臂杆）26000kg×9.5m（40.9m臂杆）20000kg×10.5m（45.4m臂杆）15000kg×12.0m（50.0m臂杆）7500kg×15.0m（50.0m臂杆+11.0m付杆）4700kg×18.0m（50.0m臂杆+20.0m付杆）发动机制造厂家三菱自动车工业株式会型号、型式8DC81C型、4冲程水冷式V型柴油发动机最大输出功率254马力/1950转/分（日本工业标准）最大转矩96公斤-米/1400转/分（日本工业标准）起重机臂杆长度13.6米～20.2米（5节伸缩）副杆长度11.0米～20.2米（2节伸缩）臂杆变幅角度-2°~82°臂杆变幅时间*76秒（0°~82°)臂杆伸缩速度*0.16米/秒（从13.6米伸到40.9米）卷扬绳升降速度*（第一层）主付卷筒高速102米/分低速51米/分吊钩升降速度*（第一层）主卷筒高速7.2米/分低速3.6米/分付卷筒高速102米/分低速51米/分回转速度*1.9转/分卷扬钢丝绳主卷筒型式6×Fi（29）独立绞股缆芯直径长度265米副卷筒型式6×Fi（29）独立绞股缆芯直径长度安全装置支腿锁；臂杆变幅安全装置；臂杆伸缩安全装置；过卷保护装置；臂杆角度指示器；液压回路安全阀；ACS（全自动超重防止装置卷筒旋转指示器；卷筒锁液压系统液压泵2台轴向柱塞变量泵和1台齿轮泵卷扬机用液压马达轴向柱塞型马达回转用的液压马达径向活塞型马达油缸复动式控制阀复动式3位4通控制阀，附设整体式单向阀和安全阀储油箱容量1250L注：表有*处速度系无负荷时的数值运载车型号加藤牌6150型驱动系统12×6最大行车速度65公里/小时主要尺寸总长约16400毫米总宽约3000毫米总高约4000毫米轴距6200毫米轮距前轮2540毫米后轮2156毫米支腿伸出宽度左右支腿中心距离8000毫米行车时重量约71800公斤（不包括平衡重）发动机制造厂家底特律柴油机公司型号8V92T型型式2冲程水冷式V型柴油发动机最大输出430马力/2100转/分最大输出扭矩160公斤-米/1400转/分轮胎尺寸前轮14.00-24-24PR×4后轮（单轮胎）14.00-24-24PR（第一轴）×2后轮（双轮胎）14.00-24-24PR（第二、三、四轴）×12角度额定起重量表（角度20.4米臂杆27.2米臂杆34.0米臂杆40.9米臂杆45.5米臂杆50.0米臂杆360°后面360°后面360°后面360°后面360°后面360°后面360°后面3.35120.0←50.00←40.00←4.0100.0←50.00←40.00←4.587.20←50.00←40.00←32.00←5.572.30←50.00←40.00←32.00←26.00←6.559.00←50.00←40.00←32.00←26.00←20.00←7.549.40←44.05←40.00←32.00←26.00←20.00←15.00←8.542.50←39.15←35.60←32.00←26.00←20.00←15.00←9.537.50←35.80←32.05←28.75←26.00←20.00←15.00←35.30←34.25←30.50←27.35←24.55←20.00←15.00←32.85←32.85←29.05←26.05←23.25←20.00←15.00←31.30←31.30←27.75←24.95←22.00←19.25←15.00←26.6027.1026.6027.1025.40←22.95←19.90←17.60←15.00←22.7023.4522.7023.4521.15←18.30←16.30←13.80←19.5020.4019.5020.4019.50←17.00←15.10←12.80←17.0517.9517.0517.9517.0517.9515.80←14.10←11.95←14.9014.9015.8014.9015.8014.75←13.27←11.15←11.5511.5511.5512.4511.5512.4511.5512.4511.75←9.90←20.09.059.909.059.909.059.909.8510.508.80←22.07.107.907.107.907.107.907.908.657.90←24.05.556.305.556.305.556.306.307.057.057.2026.04.255.004.255.005.005.705.706.4028.03.203.903.203.903.954.604.605.2530.02.302.952.302.953.003.653.704.3032.02.152.152.202.852.903.5034.00.852.152.202.7536.02.1538.040.00.60标准吊钩120吨吊钩50吨吊钩吊钩重量600公斤330公斤倍率654332臂杆最小幅度（米）40456065Maxi/max70臂吊重6665.5224.8694.3363.8943.5203.26/41.9465臂吊重6665.9505.2694.7094.2433.8506/44.7160臂吊重6665.9565.2694.7094.2436/44.7155臂吊重6665.9565.2694.7096/44.7150臂吊重66665.4006/45.6645臂吊重66666/4540臂吊重6666/4035臂吊重666/3530臂吊重66/30幅度（米）40456065Maxi/max70臂吊重7.7906.5505.4914.6724.0193.4863.0442.6702.35012/21.4365臂吊重8.6757.1816.0675.2064.5193.9593.4933.10012/22.8360臂吊重8.6757.1816.0675.2064.5193.9593.49312/22.8355臂吊重8.6757.1816.0675.2064.5193.95912/22.8350臂吊重8.8957.3696.2325.3514.65012/43.3045臂吊重9.1207.5616.3995.50012/23.7940臂吊重9.5237.9066.70012/24.6635臂吊重9.5757.95012/24.7730臂吊重9.60012/24.88臂长（米）40456065装起重臂前配重0000平衡臂长度(米)最终配重组成配重重量（吨）20.722.624.921.823.724.5配重种类CS=2.3吨CA=4.2吨CU=4.6吨标准节：1700×1700×4000底架4500×4500；作底架压重基础须在承台中心留沉孔2米×2米。置幅度m2.0-11.4起重量t20.940.840.80幅度m2.0-11.4起重量t20.940.840.80标准节：1.4×1.4米，高2米。独立吊钩高度25米，带附着吊钩高度41米，附着点在7节（16米）、12节中部（26米）主要技术参数：上海宝达工程机械有限公司生产。202122232425262830323436372.792.572.372.22.051.921.811.611.521.451.371.311.251.141.050.970.90.840.82.972.732.522.342.192.051.931.811.711.621.541.471.331.221.121.04米/分钟30米/分钟12米/分钟4倍率35米/分钟15米/幅度m2.0-11.542起重量t42.10.8标准节：1.6×1.6米，高2.45米。27节（69米）米/分钟40米/分钟80米/分钟4倍率5米/分钟20米/分钟40米/分钟幅度m2.5-12α=4起重量t54.254.143.823.553.303.092.902.732.58幅度mα=2（4）起重量t2.442.312.192.092.00幅度m404142434445α=2（4）起重量t标准节：1.6×1.6米，高2.5米。行走式塔吊吊钩最高34.85米（11节标准节，第一节下口以下7.35米）、承台式34.25米（11节，第一节下口以下6.75米）、内爬式26.05米（8节，第一节下口以下6.05米附着框之间距离为6~9米｝、附着式最高89.25米（33节，第一节下口以下6.75米，首次附着在9节中部――29.25米，2次――17节――49.25米，3次――25节――69.25米）臂长与配重、自重起重臂长度40米45米配重重量2.88吨3.60吨4.32吨5.04吨26.5吨23.78吨25.6吨米/分钟40米/分钟12米/分钟4倍率40米/分钟20米/分钟6米/分钟独立式独立式32吨附着式494吨幅度m2.0-12.764048起重量t63.552.18标准节：1.6×1.6米，高2.5米。第一节标准节下口以下6.1米。Rα=46Rα=2Rα=2塔吊机构特性：起升机构功率30/30/7.5（jc40%）2倍率速度（m/min）4182334倍率速度520.5414倍率起重量663变幅机构速度2040电机功率(kw)4/3（jc25%）回转机构速度0.420.63电机功率5.5/4(jc25%)行走机构速度电机功率2×3顶升机构速度0.56电机功率4供电容量（KVA）电源特性~380V/50Hz总功率38(kw)臂长与配重、自重起重臂长度42米48米配重重量5.2吨6.2吨7.2吨8.2吨自重(固定式)31.46吨32.79吨33.12吨33.42吨39节（113～118米）、45节（133米）最后一道附着以上最大允许高度9节。202224262830323436384042454850525586.936.015.284.694.213.83.463.162.92.672.472.292.131.981.791.621.521.4387.846.816.05.354.84.353.763.633.343.092.862.662.482.322.11.9188塔吊机构特性：起升机构2倍率速度（m/min）40804214倍率速度5404倍率起重量842变幅机构速度7.560电机功率(kw)4.4回转机构速度0～0.6电机功率2×4.4行走机构速度电机功率2×5.5顶升机构速度0.54电机功率5.5供电容量（KVA）电源特性~380V/50HzR=48=24R=48=24R=48=24R=48=24塔吊机构特性：624448835液压系统额定工作压力~380V/50Hz臂长与配重、自重起重臂长度40米45米配重重量8.2吨9.2吨35.8吨37.9吨40.5吨42.9吨幅度888最大工作幅度（米）回转幅度（米）和起重性能(吨)R2.5-17.120222426283032343638404