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1、(_ TG 500-E工况载荷曲线图604540作业半径(m)25510152025303540 TG 500-E 副工况皆额定起重量表(单位:kg)耋宜支避全伽8m前支瓶使用（360勺 前支腿不使用（刨方和后方区域）-.迎芭姓度 主曾点、?角9.0m16.0m5 25 45 05 2545 80 3,5002,3001,3002,5001,200700793?5002,3001,3002,5001,20070078 43,5002,30()1,3002,5001,20070011 3,4002,3001,2802,3501,17069076 3,2502,2401,2602,2201J406
2、8075 3J002,1601,2402,1001.120670732,8402,0201,2001.8901,070650702,4301,8501,1501,6401.000630682 2001,7301J201,50095062065 1 ,95 01,5801,0701,33091059063。1?7801,4501,0301,22085058060 1 ?5501,2801,0001,08080057058 41 ,3001,200调（）1,00077056055 90085080070065055053 4700G5060055050050050 4400注:k表中的觥起正呈是指
3、将起五机支在坚固平坦的地面.上时的数值 m.面的数值是依据起买抗的强度所决定的,而 超线下面的数值是依据其物症性决定的Q2.额定起堇星表中所示的麴5,包括吊且和吊钩的堂最（50T吊钩：46CKq20T吊钩：CMOKfl, 4T吊钩：100。&额定起重星表是依据包括考M皆的君曲在内实际的作业半径决定的。4-没有用前支澜伸出时.主吾在前支澜方向的吊鼓能力与主昏在侧向和尾向的吊芸能力是不同的。5.各种哲所用的标准纹数如下表,所示，另外在主起升机构中，钢丝绳单眼哉荷不得超过42T：而在副起升机构 中，不得超过4T：主含长度10.65m14.0m18.0 m21.6m25.3 tn32.7m40.0m副
4、部皆端单消轮铜丝绿*腰128765441-散定起重虽50000角 时6 .昏端单渭轮的额定起重量应从相应长度主皆相同作业半径炳额定起直金减云吊钧重m 但最大能力不起过4000KA.7、主酉作业请侏据作业半径，副皆作业不论主皆长度而昧据主皆的角氐（单位：kg）主臂工况额定起重量表垂直支腿全伸6.8m前支腿使用（360；）前支腿不使用（侧方和后方区域）主臂长度 作业半径10.65m14.0m18.0m21.6m25.3m32.7m40.0m3.0m50.00033,00028,00024,0003.5m43,00033,00028,00024,0004.0m38,00033,00028,00024
5、,00020,0004.5m34,00030,50028,00024.00020,0005.0m30,20029,00028,00024.00020,0005 5m27.50026,50025,60023,20020,00014,0006.0m25,00024,00023,50021,50020,00014.0006.5m22,70022,30021,80019.90018,60014.0008,0007.0m20,70020,30020,00018,40017,30013,5008,0007.5m18,90018,6001 8,50017.10016,20013,0008,0008.0m17
6、,40017,1001 7,00015,90015,30012,5008,0009.0m14,40014,20014,10013.60013,60011,3008,00010.0m11,7001 1,6001 1,45011,40010,3007.50011.0m9,8009,6009,5009,4509.4006.95012.0m8,2008,1008,0008.0008.6006,45014.0m5,9005,8005.7006,5005,60016.0m4,2504.2004,1005,0004,8501 8.0m3,0002,9503,7504,25020.0m2,1002,0502,8503,30022.0m1,3002,1002,55024.m1,5002,00026.0m1 .0501 ,50028.0m6501 JOO30.0m75032.0m450TG 500-E基本尺寸图10.69)
