部分大型建筑機(jī)械簡(jiǎn)介

部分大型建筑機(jī)械簡(jiǎn)介 28 NK-400E加藤汽車起重機(jī)（日本） 32 41 56 56 57 設(shè)備型號(hào)眾多，恕不一一列舉，時(shí)間倉(cāng)促，如有疏漏之處望告知，以便改正，在此謝過(guò)， ‘助’貴公司，業(yè)績(jī)蒸蒸日上，財(cái)源廣進(jìn)，北京****建筑機(jī)械施工有限公司――項(xiàng)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臂長(zhǎng)4540大臂重量（噸）7.316.9356.565.8255.45自由高度：固定式：滿頂17節(jié)標(biāo)準(zhǔn)節(jié)，59.8米--0.15m＋l×7.5m＋2×3.0m*＋15×3.0m+1.15m行走式：滿頂16節(jié)標(biāo)準(zhǔn)節(jié)，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（軌）+0.65（臺(tái)）+0.4（梁）+3.5（基節(jié)）塔身組成壓重層數(shù)壓重塊數(shù)壓重重量（噸）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電網(wǎng)參數(shù)：電源：380V±5%；50HZ電容量：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、吊載自重為95）。軌道式、承臺(tái)式壓重配置任何高度壓重都相同）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平衡臂長(zhǎng)配置組合臂端起重量（噸）最大起重量（噸）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適應(yīng)最大起重量(噸)5.02.1速度(m/min)一速二速三速895適應(yīng)最大起重量(噸)7.03.5軌道式、承臺(tái)式壓重配置表A＝6.94噸（5800×1400×350）B＝4.845噸C＝2.2噸）塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量20～5117.1～37.82A8B2C57.0426～8141.9～50.22A10B62.332＋9＋154.42A10B2C66.73塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量20～5117.1～37.82A8B2C57.0426～7141.9～46.12A10B62.3328～9150.2～54.42A12B72.02塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量20～5117.1～37.82A6B42.952＋6＋141.92A8B52.642＋7＋146.12A10B62.3328～9150.2～54.42A12B72.02塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量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塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量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塔身組成吊鉤高度（米）壓重塊數(shù)壓重重量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塔身節(jié)型式臺(tái)車1.5t，橫梁1.5t，縱梁2.5t，塔頭2t，回轉(zhuǎn)+卷?yè)P(yáng)7.2t，平衡臂19.2m3.5t，起重臂9.3t）電網(wǎng)參數(shù)：電源：380V±5%；50HZ電容量：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起重臂長(zhǎng)組合（由起重臂臂根至臂尖順序）12m表示該大臂節(jié)上部裝有大臂拉桿3適應(yīng)最大起重量(噸)E6026/B12塔吊附墻性能：第一道附墻最大高度8節(jié)×4=32米；相鄰附墻間距離6×4=24米；附墻上最大高度6×4+6=30米；塔吊最大高度120米。76643866566766重量（噸以雙鉤計(jì)｝1～108c8d10c10d12c12d14c14d16c16d18c18d20c20d22c22d42.463.674.284.895.4116.63-38-120-53-167.5,4-5起重性能從3.1米開始）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起重性能從3.1米開始）本塔吊除起升機(jī)構(gòu)（起重性能）外均與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米內(nèi)吊5噸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米內(nèi)吊5噸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米內(nèi)吊5噸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米內(nèi)吊5噸4.74.353.953.73.459333881261678242附墻性能：最后一道附墻上最多9節(jié)標(biāo)準(zhǔn)節(jié)；兩道附墻之間最多6節(jié)，首次附墻最高在10節(jié)中部，高28.65米，此時(shí)全塔19節(jié)，鉤高58.96米（2-16-46.65套架總成9.06噸）過(guò)渡節(jié)臂長(zhǎng)倍率最大吊重及范圍40456065Ⅳ吊重12噸3.2-21.07米9.77.76.65.254.43.83.32.82.52.256噸4.1-40.3米66665.24.64.13.63.3365Ⅳ吊重12噸3.2-23.35米8.87.26.15.24.53.93.436噸4.1-44.83米66665.95.24.64.23.860Ⅳ吊重12噸3.2-23.76米97.46.25.34.643.56噸4.1-45.64米666665.34.74.36Ⅳ吊重12噸3.2-23.8米97.46.25.34.646噸4.1-45.72米666665.34.8Ⅳ吊重12噸3.2-24.53米9.47.76.55.54.86噸4.1-47.19米666665.645Ⅳ吊重12噸3.2-24.53米9.57.86.65.76噸4.1-45米6666640Ⅳ吊重12噸3.2-25.2米9.786.86噸4.1-40米6666臂長(zhǎng)65604540吊點(diǎn)位置26.225.224.223.221.2跨節(jié)距444334臂重（噸）15.5514.6514.6513.6512.7511.85臂長(zhǎng)（米）40456065配重組成3B1C3B1D2C3D1B1C3D3D2B2D4B配重重量（噸）13.4516.0517.3518.6520.721.75配重種類A=4噸B=3.1噸C=1.8噸D=4.15噸附墻性能：最后一道附墻上允許有12節(jié)標(biāo)準(zhǔn)節(jié)；兩道附墻之間允許有9節(jié)標(biāo)準(zhǔn)節(jié)，首次附墻最高于11節(jié)中部，高39米，此時(shí)全塔23節(jié)，吊鉤高度為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）臂長(zhǎng)倍率最大吊重及范圍40456065Ⅳ吊重12噸3.1-20.3米9.47.66.35.54.754.153.653.252.92.56噸3.1-39.1米6665.855.14.54.053.653.3365Ⅳ吊重12噸3.1-23.2米8.97.46.35.64.94.353.93.56噸4.1-45米666665.34.754.33.960Ⅳ吊重12噸3.1-23.2米8.97.46.35.64.94.353.96噸3.1-45米666665.34.754.3Ⅳ吊重12噸3.1-23.2米8.97.46.35.64.954.46噸3.1-45.3米666665.44.8Ⅳ吊重12噸3.1-24.1米9.47.86.665.26噸3.1-47.1米666665.645Ⅳ吊重12噸3.1-24.4米9.47.96.766噸3.1-45米6666640Ⅳ吊重12噸3.1-24.6米9.686.86噸3.1-40米6666）回轉(zhuǎn)連塔帽（4.58噸）平衡臂：14.3米（2.63噸）13米（2.26重35.9米內(nèi)16（48）20（60）24（72）28（84）79臂長(zhǎng)（米4540裝起重臂前配重平衡臂長(zhǎng)度(米）最終配重組成5CD4CDCE4CDCE3CD2CE4CD3CDCE2CD2CE配重重量（噸）17.2516.0516.0514.85配重種類CD=3.45噸CE=2.25噸附墻性能：最后一道附墻上允許有11節(jié)標(biāo)準(zhǔn)節(jié)；兩道附墻之間允許有8、9節(jié)標(biāo)準(zhǔn)節(jié)，首次附墻在10節(jié)中部，高36米,此時(shí)全塔22節(jié)，吊鉤高度為74米（第2道-19節(jié)中-63米-全塔30節(jié)-吊鉤高98米、3-27-87-38-122、4-35-111-46-146此時(shí)最高如再加高請(qǐng)與廠家聯(lián)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臂長(zhǎng)604540跨節(jié)距64333大臂重量（噸）8.858.457.657.26.7固定式：滿頂17節(jié)標(biāo)準(zhǔn)節(jié)：59.8米--0.15m＋l×7.5m＋2×3.0m*＋15×3.0m+1.15m行走式：滿頂16節(jié)標(biāo)準(zhǔn)節(jié)：61.6米--5.0m＋l×7.5m＋1×3.0m*＋15×3.0m+1.15m配重重量（噸）配重重量（噸）V＝3.5t±50Kg起重臂長(zhǎng)（米）404560配重形式配置組合2G2C4G最大起重量（噸）G＝3.7t±50KgC＝3.1t±50Kg平衡臂長(zhǎng)20～10134678C＝2.8噸（3000×900×450）D＝2.5噸（3000×900（減兩個(gè)500×45°等腰直角三角形）×450）塔吊電網(wǎng)參數(shù)：交流電壓：380V；50HZ3-38-120-53-167.8,4本塔吊除起重性能與ST60/14不同外，其余參數(shù)、結(jié)構(gòu)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塔身節(jié)形式：基礎(chǔ)節(jié)：1.5×1.5×5.5米整體(1.633噸米噸米噸91041149643340米噸354474728米噸241400370平衡臂長(zhǎng)配置組合平衡臂長(zhǎng)配置組合6A3A3C11.642A2B2B2CA=2.082t起重臂長(zhǎng)（米）4540配重形式配重重量（噸）12.49210.1468.56.936最大起重量（噸）B=2.168tC=1.3t4頂升機(jī)構(gòu)：電機(jī)：4KW；頂升速度：0.47米/分；額定工作壓力：21MPa；頂升行程：1.5米NH4321說(shuō)明：H-塔吊高度（m）N-標(biāo)準(zhǔn)節(jié)數(shù)量n1-附墻數(shù)量H1-第一道附墻高度H2-自由高度附墻性能：附著式塔機(jī)吊鉤最大高度達(dá)106米，應(yīng)設(shè)有4道附著裝置。第一道附著裝置距離軌道或混凝土基礎(chǔ)平面小于28米，第二道距離第一道為20米，第三道距離第二道為20米，第四道距離第三道為19米，塔身懸高不大于23米。塔身截面：2米×2米回轉(zhuǎn)重量：回轉(zhuǎn)下支座含齒圈：6.375噸11.98噸回轉(zhuǎn)上支座：4.7噸含兩個(gè)電機(jī)5.605噸偶合器兩個(gè)重：0.325噸減速器兩個(gè)重：0.58自由高度：43.9米＝0.15米＋3米/節(jié)×14+1.75米吊點(diǎn)：70米吊于距臂跟28米；60――24.6；50――22；40――17.7附墻特性：最后一道附墻以上最多有13節(jié)標(biāo)準(zhǔn)節(jié)，相鄰兩道附墻之間最多有10節(jié)標(biāo)準(zhǔn)節(jié)，第一道附墻最高作在第11節(jié)中部，高31.65米，此時(shí)全塔高24節(jié)，吊鉤高度為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起重臂長(zhǎng)（米）平衡臂長(zhǎng)配置組合配重重量（噸）最大起重量（噸）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、上表中額定總載荷是起重機(jī)架設(shè)于水平而穩(wěn)固地面時(shí)的數(shù)據(jù)，粗線上數(shù)據(jù)根據(jù)起重機(jī)強(qiáng)度計(jì)算的，粗線下面的數(shù)據(jù)是根據(jù)其穩(wěn)定性計(jì)算的。2、表中額定總載荷是吊臂在側(cè)方及后方區(qū)域時(shí)的數(shù)據(jù)，各項(xiàng)額定總載荷未超過(guò)傾翻載荷的75%。3、各項(xiàng)額定總載荷包括吊鉤重量及索具重量在內(nèi)（主吊鉤重230Kg，付吊鉤重50Kg）。4、鋼絲繩股數(shù)不得超過(guò)下表所示，每股鋼絲繩的載荷：主絞車鋼絲繩應(yīng)少于2850Kg，付絞車鋼絲繩應(yīng)少于2500Kg。臂長(zhǎng)7.5副桿單項(xiàng)節(jié)鋼絲股數(shù)764115、副桿接于主吊臂時(shí)應(yīng)從吊臂額定總載荷減去800Kg。6、使用前千斤頂（另購(gòu)件）時(shí)，即使在前方區(qū)域內(nèi)也可以適用在兩側(cè)及后方時(shí)的額定總載荷。7、單項(xiàng)節(jié)的額定總載荷應(yīng)叢相應(yīng)的總載荷減去下表所示載荷。8、注意每股鋼絲繩的載荷不超過(guò)2500Kg臂長(zhǎng)（米）應(yīng)減載荷（Kg）9、特殊氣候應(yīng)注意事項(xiàng)，參閱操作維修手冊(cè)支腿伸出寬度：后端最大旋轉(zhuǎn)半徑：底盤型號(hào)：加騰NK250E――Ⅲ型汽車起重機(jī)(A主臂長(zhǎng)度、B工作幅度)支腿全伸(側(cè)面、后面吊重)A10米臂桿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最大額定起重量額定載荷量：?jiǎn)挝唬簢?5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°工作半徑（米）起重量（噸）工作半徑（米）起重量（噸）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.表內(nèi)額定起重量是保證起重機(jī)在堅(jiān)實(shí)平整地面上的最大載荷，它包括吊鉤和吊具重量（主鉤重450公斤，第二副鉤重250公斤，第三副鉤重120公斤）。2.表中粗線框內(nèi)的起重量是根據(jù)結(jié)構(gòu)強(qiáng)度計(jì)算的，其余起重量不超過(guò)傾翻載荷的75%。3.如伸出副臂而用主臂起吊時(shí)，應(yīng)從額定起重量中減去1600公斤。4.起重臂的仰角不得小于下列數(shù)值起重臂長(zhǎng)度（米）副臂操作起重臂仰角5.單根鋼絲繩起吊時(shí)不超過(guò)4000公斤，鋼絲繩的倍率表如下：臂桿長(zhǎng)度（米）11～6.516.5～22.022.0～27.027.0～35.0鋼絲繩倍率65436.起重能力以支腿伸出為根據(jù)，不全伸出（除11米臂外）即使無(wú)載荷也禁止任何操作。7.作業(yè)半徑包括主臂和副臂撓曲的實(shí)際值，帶副臂的作業(yè)半徑應(yīng)為起重臂全部伸出。主要技術(shù)參數(shù)注：起最大起重量工作幅度為3.0米時(shí)50.50噸主臂全縮臂長(zhǎng)10.8米全伸臂長(zhǎng)40.15米雙節(jié)副臂臂長(zhǎng)9.0米和16.0米支腿支腿橫向跨距6800毫米轉(zhuǎn)彎幅度最小轉(zhuǎn)彎幅度11.8米（于最外側(cè)輪胎中心測(cè)量）外形尺寸約13620毫米約2820毫米約3750毫米重量約38700公斤前橋自重后橋自重約23700公斤主臂5節(jié)主臂10.8米～40.15米上車后半部回轉(zhuǎn)幅度3700毫米爬坡能力（tanθ)（計(jì)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：主臂長(zhǎng)度；B：工作幅度；C：副臂長(zhǎng)度；D：副臂傾角；E：主臂仰角；支腿全伸不用支腿（后方區(qū)）不用前支腿（前方區(qū)）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：主臂長(zhǎng)度B：工作幅度4.003.903.803.704.605.002.952.902.802.703.604.102.152.002.803.402.20說(shuō)明：1、各額定總起重量均依據(jù)于西德標(biāo)準(zhǔn)DIN15019.2～75%2、表中所列的額定起重量，以起重機(jī)支平在堅(jiān)固平坦地面上為前提條件。粗線上邊的數(shù)值以起重機(jī)強(qiáng)度為依據(jù)，而粗線下邊的數(shù)據(jù)以起重機(jī)的穩(wěn)定性為依據(jù)。如進(jìn)行不用支腿的作業(yè)時(shí)，應(yīng)考慮地面狀態(tài)，以及其它條件的情況下，參照“不用支腿”欄內(nèi)的額定總起重量。3、粗線下邊的額定總起重量不得超過(guò)起重機(jī)翻倒載荷的75%。4、表中的額定總起重量均包括吊鉤以及其它吊具的重量。5、不用前支腿，吊臂位于前方區(qū)時(shí)額定總起重量低于吊臂位于側(cè)方、后方區(qū)時(shí)的額定總起重量。6、對(duì)于各種長(zhǎng)度吊臂規(guī)定的吊鉤標(biāo)準(zhǔn)鋼絲繩倍率，如下表所示，主起升機(jī)構(gòu)的單股繩線載荷值應(yīng)小于4200公斤，而副起升機(jī)構(gòu)的單股繩載荷值應(yīng)小于4000公斤。吊臂長(zhǎng)度（米）18.1521.825.532.8540.15副臂臂端單滑輪倍率876542117、臂端單滑輪的額定總起重量，應(yīng)從相應(yīng)的主臂額定總起重量減主鉤重量，此外，臂端單滑輪的額定總起重量不得超過(guò)4000公斤。8、自由下降操作，只能對(duì)空鉤加以利用。額定最大載種量80t×3.5m動(dòng)臂長(zhǎng)12m～44m（全伸出為5節(jié)）小動(dòng)臂長(zhǎng)9.5m～12m（2節(jié)）動(dòng)臂幅度-2°~82°動(dòng)臂變幅時(shí)間高速（0°~82°)64s低速（0°~82°)125s距地面最大起升高度僅用動(dòng)臂44米加用動(dòng)臂59.2米動(dòng)臂伸縮缸伸出速度0.18米/秒（一、二、三節(jié)動(dòng)臂）起重鋼繩速度高速（第一層）108米/分低速（第一層）54米/分起重鉤速度主卷?yè)P(yáng)高速9米/分低速4.5米/分（股數(shù)（股數(shù)12第一層）高速108米/分低速54米/分回轉(zhuǎn)速度（股數(shù)1第一層）（股數(shù)1第一層）起重鋼繩主卷?yè)P(yáng)型式直徑長(zhǎng)度240m付卷?yè)P(yáng)型式直徑長(zhǎng)度發(fā)動(dòng)機(jī)型號(hào)三菱BDG20C柴油機(jī)型式四行程水冷式柴油機(jī)最大功率最大扭矩燃油箱容積300L注:1、輸出功率按DIN6270；2、額定輸出功率在標(biāo)準(zhǔn)環(huán)境下保證在7%內(nèi)。外形尺寸總長(zhǎng)約15400mm總高約3900mm總寬約3000mm軸距5588mm輪距前輪2540后輪2159最大行駛速度55km/h汽車發(fā)動(dòng)機(jī)型號(hào)8DG60W最大輸出功率282馬力/2200轉(zhuǎn)/分最大輸出扭矩最小轉(zhuǎn)彎半徑（最外胎的中心）支腿距離（縱橫）5587mm×7000mm總重約63000Kg負(fù)荷分配前輪約25500Kg后輪37500Kg承載汽車制造廠加藤型式KATO-12680驅(qū)動(dòng)12×6輪胎前輪14.00-20218層×6后輪（雙胎）14.00-20-18層×12額定起重量（單位：噸）動(dòng)臂長(zhǎng)度工作半徑前支腿無(wú)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使用支腳動(dòng)臂角度44米+9.5米小動(dòng)臂（小動(dòng)臂位移5°)44米+15米小動(dòng)臂（小動(dòng)臂位移5°)工作半徑（米）工作半徑（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.額定起重量數(shù)值是在側(cè)向和后向范圍工作值。2.鵝頭的起重量與主動(dòng)臂數(shù)值相同，但最大額定起重量6000Kg包括用額定操作和主動(dòng)臂操作的起重鉤、滑輪組重量。3.額定起重量是在堅(jiān)硬的水平地面，并包括吊鉤繩輪組和其它吊具時(shí)的最大保證負(fù)荷。鋼絲繩包卷部分決定了起重機(jī)的機(jī)械強(qiáng)度。用于80噸用于26噸用于6噸重量1000Kg500Kg250Kg4.當(dāng)安著小動(dòng)臂時(shí)，使用主動(dòng)臂工作，應(yīng)從額定起重量扣除吊具重量外，再減去2700Kg。起重機(jī)性能額定起重量12000kg×3.35m（13.6m臂桿）50000kg×6.5m（20.4m臂桿）40000kg×7.5m（27.2m臂桿）32000kg×8.5m（34.0m臂桿）26000kg×9.5m（40.9m臂桿）20000kg×10.5m（45.4m臂桿）15000kg×12.0m（50.0m臂桿）7500kg×15.0m（50.0m臂桿+11.0m付桿）4700kg×18.0m（50.0m臂桿+20.0m付桿）發(fā)動(dòng)機(jī)制造廠家三菱自動(dòng)車工業(yè)株式會(huì)型號(hào)、型式8DC81C型、4沖程水冷式V型柴油發(fā)動(dòng)機(jī)最大輸出功率254馬力/1950轉(zhuǎn)/分（日本工業(yè)標(biāo)準(zhǔn)）最大轉(zhuǎn)矩96公斤-米/1400轉(zhuǎn)/分（日本工業(yè)標(biāo)準(zhǔn)）起重機(jī)臂桿長(zhǎng)度13.6米～20.2米（5節(jié)伸縮）副桿長(zhǎng)度11.0米～20.2米（2節(jié)伸縮）臂桿變幅角度-2°~82°臂桿變幅時(shí)間*76秒（0°~82°)臂桿伸縮速度*0.16米/秒（從13.6米伸到40.9米）卷?yè)P(yáng)繩升降速度*（第一層）主付卷筒高速102米/分低速51米/分吊鉤升降速度*（第一層）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/分回轉(zhuǎn)速度*1.9轉(zhuǎn)/分卷?yè)P(yáng)鋼絲繩主卷筒型式6×Fi（29）獨(dú)立絞股纜芯直徑長(zhǎng)度265米副卷筒型式6×Fi（29）獨(dú)立絞股纜芯直徑長(zhǎng)度安全裝置支腿鎖；臂桿變幅安全裝置；臂桿伸縮安全裝置；過(guò)卷保護(hù)裝置；臂桿角度指示器；液壓回路安全閥；ACS（全自動(dòng)超重防止裝置卷筒旋轉(zhuǎn)指示器；卷筒鎖液壓系統(tǒng)液壓泵2臺(tái)軸向柱塞變量泵和1臺(tái)齒輪泵卷?yè)P(yáng)機(jī)用液壓馬達(dá)軸向柱塞型馬達(dá)回轉(zhuǎn)用的液壓馬達(dá)徑向活塞型馬達(dá)油缸復(fù)動(dòng)式控制閥復(fù)動(dòng)式3位4通控制閥，附設(shè)整體式單向閥和安全閥儲(chǔ)油箱容量1250L注：表有*處速度系無(wú)負(fù)荷時(shí)的數(shù)值運(yùn)載車型號(hào)加藤牌6150型驅(qū)動(dòng)系統(tǒng)12×6最大行車速度65公里/小時(shí)主要尺寸總長(zhǎng)約16400毫米總寬約3000毫米總高約4000毫米軸距6200毫米輪距前輪2540毫米后輪2156毫米支腿伸出寬度左右支腿中心距離8000毫米行車時(shí)重量約71800公斤（不包括平衡重）發(fā)動(dòng)機(jī)制造廠家底特律柴油機(jī)公司型號(hào)8V92T型型式2沖程水冷式V型柴油發(fā)動(dòng)機(jī)最大輸出430馬力/2100轉(zhuǎn)/分最大輸出扭矩160公斤-米/1400轉(zhuǎn)/分輪胎尺寸前輪14.00-24-24PR×4后輪（單輪胎）14.00-24-24PR（第一軸）×2后輪（雙輪胎）14.00-24-24PR（第二、三、四軸）×12角度額定起重量表（角度20.4米臂桿27.2米臂桿34.0米臂桿40.9米臂桿45.5米臂桿50.0米臂桿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標(biāo)準(zhǔn)吊鉤120噸吊鉤50噸吊鉤吊鉤重量600公斤330公斤倍率654332臂桿最小幅度（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臂長(zhǎng)（米）40456065裝起重臂前配重0000平衡臂長(zhǎng)度(米)最終配重組成配重重量（噸）20.722.624.921.823.724.5配重種類CS=2.3噸CA=4.2噸CU=4.6噸標(biāo)準(zhǔn)節(jié)：1700×1700×4000底架4500×4500；作底架壓重基礎(chǔ)須在承臺(tái)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標(biāo)準(zhǔn)節(jié)：1.4×1.4米，高2米。獨(dú)立吊鉤高度25米，帶附著吊鉤高度41米，附著點(diǎn)在7節(jié)（16米）、12節(jié)中部（26米）主要技術(shù)參數(shù)：上海寶達(dá)工程機(jī)械有限公司生產(chǎn)。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/分鐘30米/分鐘12米/分鐘4倍率35米/分鐘15米/幅度m2.0-11.542起重量t42.10.8標(biāo)準(zhǔn)節(jié)：1.6×1.6米，高2.45米。27節(jié)（69米）米/分鐘40米/分鐘80米/分鐘4倍率5米/分鐘20米/分鐘40米/分鐘幅度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標(biāo)準(zhǔn)節(jié)：1.6×1.6米，高2.5米。行走式塔吊吊鉤最高34.85米（11節(jié)標(biāo)準(zhǔn)節(jié)，第一節(jié)下口以下7.35米）、承臺(tái)式34.25米（11節(jié)，第一節(jié)下口以下6.75米）、內(nèi)爬式26.05米（8節(jié)，第一節(jié)下口以下6.05米附著框之間距離為6~9米｝、附著式最高89.25米（33節(jié)，第一節(jié)下口以下6.75米，首次附著在9節(jié)中部――29.25米，2次――17節(jié)――49.25米，3次――25節(jié)――69.25米）臂長(zhǎng)與配重、自重起重臂長(zhǎng)度40米45米配重重量2.88噸3.60噸4.32噸5.04噸26.5噸23.78噸25.6噸米/分鐘40米/分鐘12米/分鐘4倍率40米/分鐘20米/分鐘6米/分鐘獨(dú)立式獨(dú)立式32噸附著式494噸幅度m2.0-12.764048起重量t63.552.18標(biāo)準(zhǔn)節(jié)：1.6×1.6米，高2.5米。第一節(jié)標(biāo)準(zhǔn)節(jié)下口以下6.1米。Rα=46Rα=2Rα=2塔吊機(jī)構(gòu)特性：起升機(jī)構(gòu)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變幅機(jī)構(gòu)速度2040電機(jī)功率(kw)4/3（jc25%）回轉(zhuǎn)機(jī)構(gòu)速度0.420.63電機(jī)功率5.5/4(jc25%)行走機(jī)構(gòu)速度電機(jī)功率2×3頂升機(jī)構(gòu)速度0.56電機(jī)功率4供電容量（KVA）電源特性~380V/50Hz總功率38(kw)臂長(zhǎng)與配重、自重起重臂長(zhǎng)度42米48米配重重量5.2噸6.2噸7.2噸8.2噸自重(固定式)31.46噸32.79噸33.12噸33.42噸39節(jié)（113～118米）、45節(jié)（133米）最后一道附著以上最大允許高度9節(jié)。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塔吊機(jī)構(gòu)特性：起升機(jī)構(gòu)2倍率速度（m/min）40804214倍率速度5404倍率起重量842變幅機(jī)構(gòu)速度7.560電機(jī)功率(kw)4.4回轉(zhuǎn)機(jī)構(gòu)速度0～0.6電機(jī)功率2×4.4行走機(jī)構(gòu)速度電機(jī)功率2×5.5頂升機(jī)構(gòu)速度0.54電機(jī)功率5.5供電容量（KVA）電源特性~380V/50HzR=48=24R=48=24R=48=24R=48=24塔吊機(jī)構(gòu)特性：624448835液壓系統(tǒng)額定工作壓力~380V/50Hz臂長(zhǎng)與配重、自重起重臂長(zhǎng)度40米45米配重重量8.2噸9.2噸35.8噸37.9噸40.5噸42.9噸幅度888最大工作幅度（米）回轉(zhuǎn)幅度（米）和起重性能(噸)R2.5-17.120222426283032343638404