各种吊车性能表 .doc

50t履带吊车性能见下表：幅度m臂长15m臂长30m臂长40m起重量t起升高度m起重量t起升高度m起重量t起升高度m4.55012.15.04012.06.03011.77.02511.38.021.510.72026.59.017.510.016.526.310.015.59.414.526.183611.013.58.712.725.67.335.812.011.78.012.125.46.735.614.09.45.09.424.55.635.116.07.523.54.834.318.06.122.44.133.820.05.521.23.432.922.04.819.82.831.824.02.530.626.02.129.028.01.827.130.01.52550吨汽车吊性能见下图表：工作半径（米）侧面吊重、打支腿10.4m杆长17.6米杆长24.7米杆长3.050.50t27.00t3.542.20t27.00t4.037.00t27.00t4.533.00t27.00t18.00t5.030.20t27.00t18.00t5.527.50t24.90t18.00t6.025.00t22.90t18.00t6.522.70t19.50t18.00t7.019.50t17.20t16.75t7.517.40t15.20.15.65t8.015.65t12.40t14.70t200t履带吊主杆起重性能表（履带间距7.25m,配重76.9t）回转半径(m)起重量（t）主杆长度（m）1218243036424854606672785.52506.02002007.01901891881871838.01671661651641611449.013713513513313212012110310.011911411311111010910710286725912.087858583828180787771595014.0666766656463626059585016.0575655545351514948474618.0454746454443424140393820.04140393837363534333222.03635343332323030292824.031302928282726252426.028272625242423222128.026242423222120201930.0222120201918171734.01817161515141338.01514141312111142.0121211109.99.846.0109.58.88.27.650.08.27.56.96.354.07.26.56.35.258.05.54.94.362.03.93.466.02.9200吨履带式吊车副杆起重性能表（跨距7.25m,配重78.91t）主起重臂长m工作半径m副起重臂长度m12182430364248541226.01425.520.01625.219.714.51824.919.514.311.08.22024.719.314.010.88.02224.319.113.810.67.92423.718.913.510.57.72623.418.613.010.37.62818.512.510.17.43018.012.09.97.33410.99.26.7389.88.76.1428.05.6465.1504.7601225.01424.919.41624.819.314.21824.619.214.010.52024.419.013.910.37.92224.118.913.710.27.82423.818.813.610.17.62623.518.613.210.07.52823.418.512.89.97.43018.312.29.87.33417.811.19.26.73810.08.76.1428.05.8465.1504.6CC-600、CC-1000、CC-2000型履带起重机为上海建筑机械制造厂与德国德马克公司生产。CC2000履带式起重机起重特性主臂的起重能力75%（360°）副臂的起重能力75%（8m跨距）主臂长m回转半径mmin起重量t主臂长m回转半径mmin起重量tmax6.9m跨距8m跨距min18m(min)副臂长54m（max）副臂长126200300181211812105144541824718128036121102245.4615418.242816720354123820.627.75418.26610951096614586.110.85417.4901250.27816703.25414.1CC1000履带式起重机起重特性主臂的起重能力75%（360°）副臂的起重能力75%（8m跨距）主臂长m回转半径mmin起重量t主臂长m回转半径mmin起重量tmax6.25m跨距7.25m跨距min12m(min)副臂长48m（max）副臂长12615020018850129811546524713818830102232364654281311444212381315504.6601085855412545.47.2504.7781250506612621.82.6504.6CC600履带式起重机起重特性主臂长m回转半径mmin起重量t主臂长m回转半径mmin起重量tmax5.4m跨距6.4m跨距min5.4m跨距6.4m跨距94116.0140.042869.069.01056.861.3387.78.91241160140.048959.059.01243.950.0425.96.9185105.0126.4541048.548.51629.733.5464.25.2245105.0125.7601039.039.02219.221.6502.73.630788.488.4661228.028.02813.515.2502.23.036787.087.0721420.020.03011.813.3501.52.4利勃海尔LR1650履带起重机起重性能幅度m起重臂长度m2128354956708498112起重量t6.06506.5605852051050012364364363346319262194165162642642622492372161741501142020120120019318516915513610424155155153150138128118952812412212111510799863210310110098918476368584827872654073727068625648555351474160363431277223211784139.5925.5加藤NK750型汽车起重机额定起重量t支腿全身、侧向和后向作业工作幅度m主杆长m主杆仰角°主臂+副臂m132027334343+10.243+153.5754282634.06442805.734.55238.330784.92.65.0483530764.32.35.54232.427.320743.726.03829.725.320723.21.76.53427.423.519702.81.57.03225.32217.7672.21.28.0272219.21611641.619.023.41916.814.4116010.710.02016.8151310.5560.70.510.518.215.71412.21011.014.613.211.71012.012.911.810.59.314.0109.38.57.916.07.57.26.76.617.06.56.36618.05.55.35.520.04.244.622.032.93.723.02.52.43.324.022.926.01.32.228.01.630.01.1KH300型80吨履带式起重机性能表（吨）工作半径（m）吊杆长度（m）131619222531374346523.780.04.066.54.555.55.048.548.45.542.041.941.86.037.036.936.836.76.533.333.233.133.032.97.029.829.729.629.529.48.024.624.524.424.324.224.09.020.920.820.720.620.520.320.110.018.118.017.917.817.717.517.317.117.011.015.915.815.715.615.515.315.114.914.812.8512.014.1514.0513.9513.8513.7513.5513.3513.1513.0512.8513.011.411.311.211.110.910.710.510.410.214.09.49.39.29.08.88.68.58.316.08.07.97.87.67.47.27.16.918.06.86.76.56.36.16.05.820.05.85.65.45.25.14.922.04.94.74.54.44.224.04.34.13.93.83.626.03.753.553.353.253.0528.03.052.852.752.5530.02.62.42.32.132.02.01.91.734.01.71.61.436.01.41.31.1厂房主要构件用钢量百分比参考值（p236）构件名称厂房类型中型厂房重型厂房特重型厂房柱 子3045%23.4%3550%4050%吊车梁1525%26.6%2535%2535%屋盖3040%29.7%2035%1020%墙架构件5%15.9%510%510%2100tm/100t型塔式起重机主要工作性能回转速度0.11r/min配重臂高度65.55m行走速度5m/min钢轨型号50kg主动轮数量16钢轨中心距12m从动轮数量48空载最大轮压19.3t塔顶高度86.66m满载最大轮压20.68t2100tm/100t型塔式起重机性能参数表额定起重量（t）申臂仰角（°）幅度（m）吊钩高度（m）荷载速度（m/min）空载速度（m/min）主钩1007010.4797.205.609.041006621.3096.10956522.1096.10806025.5893.9758.55032.0089.4851.54534.0986.80393042.0577.5032.51546.5566.6531048.0755.00小钩3010702251.5497.205.609.04300t履带吊（US/4600S4型）起重特性参数表吊臂长度（m）额定起重量（t）伸臂仰角（°）水平幅度（m）臂端高度（m）42.5717081.28.544.912578.710.444.69875.212.244.25567.318.342.23758.324.439.12748.130.534.52239.235.129.71828.139.622.854.8512481.210.357.08177.613.756.34871.019.854.63364.125.952.12456.832.048.71948.838.144.01429.744.237.81128.349.728.767.069681.212.269.05375.918.367.83570.524.465.92363.432.062.71655.839.658.21147.547.352.2837.954.944.0625.562.531.479.255880.415.280.93774.722.979.22368.930.575.71652.938.173.31156.545.768.8748.154.961.8438.564.052.1225.173.237.691.445880.715.893.03275.824.491.42070.832.089.11365.739.686.1960.347.382.2655.853.478.4449.861.172.6243.368.665.4太钢不锈钢工程炼钢连铸车间柱、梁工程量估算柱列号钢柱根数（根）钢柱估计单重（t）本列钢柱总重（t）吊车梁根数（根）吊车梁L=28m,H=3.5m,估计单重（t）本跨吊车梁总重（t）M1521315配料跨2624624L1535525渣跨2225550K191102090电炉跨34652210J191452755加料跨36652340H221002200炉子跨3825950G221002200钢水接受跨38352470F22901980浇铸跨36651260E21851785切割跨36401440D21751575喷印跨36301080C21501050第一出坯跨30351050B1830540第二出坯跨30351050A1825450总计233（根）17465（t）362(根)15024（t）厂房主要构件用钢量百分比参考值（p236）构件名称厂房类型中型厂房重型厂房特重型厂房柱 子3045%3550%4050%吊车梁1525%2535%2535%屋盖3040%2035%1020%墙架构件5%510%510%单纯的课本内容，并不能满足学生的需要，通过补充，达到内容的完善 教育之通病是教用脑的人不用手，不教用手的人用脑，所以一无所能。教育革命的对策是手脑联盟，结果是手与脑的力量都可以大到不可思议。