50噸履帶吊性能表

1、二一SCC 5 0 0 -5 0噸履帶吊外形尺寸5720. .*馴00以算旦工作壯態(tài)/非工作壯態(tài)SCC500E液壓履帶起重機外形尺寸www g xdiaoche .comSCC 5 0 0 5 0噸履帶吊主臂起吊咼度www g xdiaoche .comwww g xdiaoche .com冊可600.951015202530回轉(zhuǎn)半徑(m)主臂起升高度曲線起升高度(m6mIffl L.www g xdiaoche .com亠SCC 5 0 0 5 0噸履帶吊主臂起重性能主臂載荷表1/2單他t半徑Cm）主借長度（個）131B192225283134373.755.00446.004.539 M3

2、9.02532.77327232+625.528.1928.1328.0327.94624.7024.6424.5424.4424.371197419.6919.5719.4719.4019.3019.20816.3916.3316.211GJ116.0315.9315,8315.7016.5815,6516.53913.9713.9113.7913,6813.6013.50134013.3014.0313.2113.991012J412.0811.9611,8511.7711.6711.5611.5012.2Q11.3712.07129.569.509.379.279d89.088.973.

3、869.448.789.36147.777.647.537.447.327.037.53166.396.2S6+206+095.975.866.305.706.22185.345+265J55.G34925.314.045.2320<524+434.304J94.544.104.45223,943.823J13,601923.513.83243313.033.32262.322.712.982.622.89282.352.602.242.49302.03Z261.912,14321.631.8534配重17.517.517.517.517.

4、517.517.517.517.5+1.517.517.5+15亠SCC 5 0 0 5 0噸履帶吊主臂起重性能主臂載荷表2/2單檢t0主臂長度m)4Q434649523744.555*5678913.1113,8913.0313.811011.2711.9711,1911,8911.0811.7811.0011.70128.679.250.589,168.489.06a ,398.978,298,87146.927,426,847,346.737.236.647,146+537.03165,676.115506.025.475,915.395.835.275,71184.725,114.64

5、5.034.524.914.444.834,334.72201994.343.904.253794.143.704.053.593.94223.403.723.313.633.203.523.093.412.94326242.913.202.B13.102.662.952.552.842.40Z69262.472J42.302.371.95222282.092,341,982231.83Z081721.971,571,32301J61,991.651.831,501731,391.621,241,47321.481.701.361,581,221.441J01,320.9

6、51,17341.231.441.121,330-971.180.851.060J00.91配重側(cè)17.517.5H.517+517.5+1+517.517.5+1.517.517-51L5+1.5注釋：L表中的線定載荷值包括吊鉤、鋼絲繩和苴它吊其的重量.額定載荷值減去上述項目垂量之和得出的才是起吊的重量, 但余值不足0應(yīng)時不能工作：2一附加配重只能程主譬悵度不小于34來時使用;3一表中4曲茨度境充前斜怵數(shù)值表吞帯標(biāo)準配重履附抑配重的工況.粗框內(nèi)疏色填充部分表示戦荷值是由強度決定的www g xdiaoche .com二一SCC 5 0 0 -5 0噸履帶吊主臂起重性能注釋：起軍機額定載荷1.

7、 起重機在吊重時履帶架必須是擴號狀態(tài)：2. 表中所示額定載荷昆在水平堅硬土壤地面、重物被緩慢平穩(wěn)吊起、非行走吊重工件時的疽；3. 表中所示額定載荷量按卿幅翻裁荷的幣魅計算得到的數(shù)值；4 一所有載荷表中的數(shù)值均適用于3旳攬回轉(zhuǎn)；5.額定載荷包括起重鉤*吊具、鋼絲繩等質(zhì)量"實際起更量需從表中的霰定載荷中料除起重鉤、吊具、鋼絲繩等質(zhì)量(5血吊鉤 質(zhì)量。.眥.3譏起董鉤質(zhì)fiO.Bt. 15t起重鉤質(zhì)筮0.4b 5t球鉤質(zhì)£. 2tj鋼絲繩質(zhì)量按2kg/ni計算匚怛余磧不足0 8t0l不能 工作2生可盍裝副臂的主臂長度拘2加輕慣安裝加長臂的戰(zhàn)大主臂長廈4帥；7.鋼強倍率與額定載荷最

8、大值及起盍鉤質(zhì)量前蕓系如下表：起里鉤 盹位(0起里鉤 質(zhì)址額定總建荷最大值09整率B倍率了倍率苜倍率5梧率4倍率3倍率2倍率1倍率500 5855.044.839 934.228 522 8300.4730.02Q.522.3150 3615.011.45.750J95.0比帶附加配重(17t+1. 5t)時為選擇工況.不風(fēng)于標(biāo)準工觀"允許使用附加配重的主臂長度為34rn-52m.SCC 5 0 0 5 0噸履帶吊主臂+固定副臂起升咼度SCC 5 0 0 5 0噸履帶吊主臂+固定副臂起升咼度806055巧30?5I耐3020iltMO1&l

9、t;PmiJU laft 霽赧舶r加/ tuir壬樂齊師秫 z tmiir-z isiiir4鋪殆珈鄧L 汝珂+15漸捕/tifsiirtJitMir起升高度mMMJf0 0.95 勺202530 H回轉(zhuǎn)半徑(m)固定副臂起升高度曲線固定副臂裁荷表1/4單也t主厳2m測弄長(m)6J9J512,215.25半徑為、10°30Q10°30°10D30D10°30°85X0S.SmxS.OO9.2mx5.00105.005.005.0010r3mx4.0Q11.4mx3.20125.005.00&.004.654.003145.0015.4

10、m«5.005.004.304.003.653.20165.004.905.004054.003.4516.8mx3.203.Q51019.5iyim5.004.65I9,7mx5roo3.&5I9.8mx3.80204.8021.7mx4.304M3.653.753.103.052.7553.503.652.95Z952.60243.703.753.753.353.502,802.02.45263.303.3533527r2m«3.203,402702.S02.352826.1mK3.3D26.5mx3.253.0

11、53.053.052.602.702.253029.0mx2.9029.0mx3.B52.752.552.602.15323h8m2.50Z502+502J03432.6rnM2.5D2.302.05配氏17.517.517.S17.517+517.517.517.5主 W25m副畀悵Cm)6,109.1512,2015.25角 半徑祜、10°30°10°30*10°30°10°30°8 1B.6itix5hOO9*8m 欄5*0010.9m>*4.00105X0l0.4mx5.005.004.00125.005.00

12、5.0012.5mx4.654.0012.1mx3.65145X05.005,00<404X0*4.5(11x3 百 53,2Q531&.5mx5.005.A04,153.853.5016.5(71*3.2016.6m«3.05佃19.3mw5.0Q4.8019.5mx5.003.903.753.353.152.95204.7020,6mx4,554.803.703.653.203.052.8Q224/53.503.052.352.65243,653.G53.703.403.302 SO2.902.55203.302,9

13、52,802.802.4028232.902.953.002.652702.702.303028.7mx2.8029.1mx2.752.652.702.4031.4mx2.602.C52.203231,6mx2,452.402,202,402,452.20342.252,202J0配重17.517.517.517.517.517.517.517.5注1表中前額定載荷值包括吊鉤、鋼建繩和其它吊具的重量.額定載荷值減去上述頃目重變之和誨出的才是起吊的重量,怛余值不足G 8時不能工件"2.粗框加2瞄的荻度表示載荷值由臂袈強度決定，固定副臂栽荷表2/4單慚t主 W28m6.19.1512.2

14、15.25夾幷半徑渝、10c3F10*30*10°30e10*30*89.3mx5.0C105X011.1m*5.0010*4171*910011,6mx4.00125.005.005.0013.1mx4,654,0012.7mx3.20145X05M5加4.50<0015.1mK3«053,50165X017.7m*5.005.004,234.003.6016»3mx3,2017.2mx3.0510I9.0m*5.00ia.em«4,7519.2m«5,004.053.853.453.153.00204.604.704.7 Q3.853

15、.753303.05£85224.00Q3.653J52.952.75243,503,603.&024.8mx3,503.503.002.902.60263/53.202.fi52.B02.5028Z752.8D2.852.902,852752.702.40302.452”502.552.602,552.652.602.303231.3mx2.3031.7mxZ302.302.302.302,402.352.20342.052.102J05配畫17.517.517.5PI7.517.517.517.517.

16、5主 If3lm副待長（m）6.109.1512.2015.25半徑渝、10D30a10°30°10D30°10°30°a9,9Tix5.00105.0011.7mM5.00ll.OmS.OO125.005.005.QQ13.7mx4.5512.2mK4,0013.3m»<3r20145.005骯5.004.604.003.2Q165.005.005.004.354.003.6516.8mK3.2Q161S.BTix5,0019.0m«5r0019.UmM5.004.153.S53.503.153.U5204.504.

17、C54.653” 953,753,353.052.95223.954.004.0023.6m "3.70t1655.202.B0243.453.503.503.603.503,102.902.65263.003.152M2.B02.5528Z702752.752.852.852.852.752.45302,402.452.452.552.502.602.5Q2.3£322J5Z252.302.252.253433.9mx1.901.951J52.002.002.102.052.15配重17.517.517.517.517.51

18、7.517.517.5注釋：1.表中前額定栽荷值包括吊鉤、鋼絲蠅和耳它吊具的重最+額定載荷值減去上述頃目重塑之和得岀的才是起吊的重量+ 但余值不足0一日時不能工作.2.粗框加2歸的茨陵表示栽荷頑由臂架強度決定，固定副腎載荷表3/4單也t主 #34m測弄栓(m)6J9.1512,215.2510e10*30*10*30°81010.5rn«5,0011,7mx5,00125.0012,3m5i5.005.0012.Smx4.0013,9mx320145.005.005.0014.4mx4.6O4.003.20165,005.005.004.454,0016.4mx3.6516

19、,8mK3,2010I3r6m«5.0018.Bmx5.00lB,0mx5rOO斗,253,053.553.1510r4m«3rO5204.454.604.554.05X753.403.052.9022X753.953J523.0mK3.8DX653302.952.S0243,403.453.453.553,503d02.902.70262,953.053.051153,0527.7mx2.902.602.60282.602.652.702.80Z702.852.752.50302,302.352.401452,402.552452.45322.052.0S2J02,202

20、+152.252J02.30341.S01.S51.851.951.902.001.952.0517.517.517.517.517.517.517.517.5主 W37mfflff-K ( m)6J09.1512,2015.25夾癰10D30°10°30"10°30a10"30°8101l.1mx5.00125.0012.9m»5.0012.3mic5.0013.4mx4.00145.00鼠005,00150m*4.604314.6mK3.2O16535.005.0Q4.504.0017.0mx3.fi51&8m筑

21、亂201S13.4itik5.0018.5mx5.00*l& 6mx5.004.303.053.603.1519,1 m«3.05204X04.504.454,153J53.453.052.95223.803.903.854.00X653.302.952.85243,303.403.353.50X403,202.902.75262,852.952.953.103,0026.6mK3.052.802.65282.502.602.602.702.602.£52.60302.202.302.302.402.302.452.352.50321,902.002.002.102

22、,00341.651.751.751.851,801,901.B52,Q0配重17.517.517.517.517-517.517.517.5注釋：1一表中的額定載荷值包括吊鉤、鋼絲蠅和其它吊具的重盤*額定載荷值減去上述項目重量之和得岀的才是起吊的重最* 但余值不足0-8時不能工作°2.粗框加2關(guān)的茨陵表示載荷(I由臂架強度決定"固定副臂載荷表4/4單皿t副長(m)6J9.1512,215.25半徑洽、1043F10*3330e10*30*81011.8mK5.Q0125.0013.6m5i5.0012.9m *5.00145.005.005.001

23、5.6mx4.6014.8014.0015.21*3.20165,005.005.Q04.554.0016,8mx320181B.1mM5.0018.5m 5*5.001S.4m*5.004.353.853.653.1519.7mx3.0520404.454.3021.6mM4.103.753.503.053.00223.703.603.753.953,653402.952.90243.203.3D3.253.453,3025.4mx3.202.902.8Q262.7 S2.B52.853.00Z903.102.302.70232402.452.452.602,552.702.«02.