75t汽车吊起重性能表工作半径（m）吊臂长度（m）12182430364044375453.57545470454.560453555340355.5483732643.5323027736282623.522830252320.519109252120.518171010102115.718.5161510101211.51513121010148.511.610.59.78.68.6168.88.587.57.5186.76.76.56.66.6204.9555.95.9223.43.63.64.44.9242.42.43.23.8261.51.52.22.8281.42301.3DEMAGTC2600500吨格构式杆汽车吊吊车外形图1095091001530230070502900382518000单轴承重：12t，总重：83.8t，轮胎：14.00R25PR22，行驶速度：0-65km/h155001400011000155001400011000R7700R13000R1500030007000站位示意图主车尺寸15002504000180001500285034501500200015002500转弯半径R9000R165003000路基板尺寸：6000×2600，需处理的地域面积：11000×7600，C15毛石（30%掺入）混凝土基础，深度2500。压力扩散角38.6°，单支腿最大载荷小于300吨。臂杆组合形式Type70030-90mType60030mSSL：主臂+超起Type70018-90mSH：主臂Type70030-60mSW：主臂+付臂Type60024-60mType70042-90mType60030mSWSL：主臂+付臂+超起Type60024-60m工作速度（无级变速）部位速度：最大m/分单绳拉力KN卷扬绳长m1卷扬741338502卷扬74133850主臂卷扬41870E卷扬352×225飞臂卷扬41670回转1RPM吊钩起重量t滑轮数穿绳倍率自重t安全限位m500★2×112×229.4754.6300★2×52×118.8104.325011224.6204.61505115.4504.342132.6102.7161.000★双钩可分解为单钩。风速及风压性能表依据的数值：风速：9.8m/s，许用风压：60N/m2，载荷的迎风面积取：1.2m2/t。使用中不得超过下表的数据：主臂长度m风速m/s许用风压N/m2至4215.014048-7212.597超过729.860通常按许用风压60N/m2，载荷的迎风面积取：1.0m2/t计算。风压×面积=风压×面积风速=SQR（风压×1.6）DEMAGTC2600500吨格构式汽车吊最大地面承压力SH重型主臂，支腿范围15.5×15.5mSH重型主臂，支腿范围14×14m主臂长m配重t半径m载荷t承压力N/cm2主臂长m配重t半径m载荷t承压力N/cm2181485500274181486432270241487373250241487373259301487370250301487370259361487369251361487369260421488323242421488323251481488309235481488309244541489281234541489281243601489279234601489279243661481024622666148102462367214812208222721481220823278148121972167814812197225841481416520984148141652189014818125205SH重型主臂，支腿范围11×11mSH重型主臂，支腿范围15.5×15.5m主臂长m配重t半径m载荷t承压力N/cm2主臂长m配重t半径m载荷t承压力N/cm21813164322981868643226424131737328724687373253301317370287306873702533613173692883668736925442131832328042688323245481319286273486883092385413192