最小钢丝破断拉力总和与钢丝绳最小破断拉力与换算系数

1、吊装钢丝绳计算1、钢丝绳最小破断拉力匚 K Q2尺1000式中：Fo 钢丝绳最小破断拉力，kN;D 钢丝绳公称直径，mm；Ro 钢丝绳公称抗拉强度，MPa；K *某一指定结构钢丝绳的最小破断拉力系数（简称最小破断拉力系数，K值见 GB 8918-2006 表 2 和 GB/T 16269 表 3）。農2啊鱼規霍烈數和小fit断拉力醍竝组JH悯色隗直扱ft KKt Ki*«r嵐小«?wn力卓独酣K 齐芯锚趾坤芯堆甥忏聲芯（M芯KppKlpKkg/100 m * mmE1fiX?a 35J0.3440. 387LLO 'I. 12A.3S2D.训LOS26X196 3&

2、amp;00. 371Oh41$LIO-0. UOm 356i.oa35X37*8X19E 3S7a. u<仇4351. Z2LZ90+ 293a 3*1l.；858X3714X70. 3W0” 4301. iokio0 joob冃期1.0«718X19a3X?Q. 330也4铀L1GLIO I山3脯0.3181b03935WX?飢4C0- 103閒106VX70.4130.404QgLOACL 375g mLQ6116VX19Q.4A5a3»” 42S1.06LOSa wo0. 382LO6126VX37134VX330,4100.4020. SflQ14«

3、;QX 19 + 6VX2L0.4100. 4020. 3和1.2怕和目tflIH箜中号竝国刷址的憑（！沟恂轉韭小權L1尸时.盍察離腿出联申捕列的竝小3弭. 住亦在H觇剧址*1中.腔告軒串苗6VXE） b6Vx2l賂程帘丼唱的耳尿歡和龄小磷隔拉力帚散，应井削忆董中騎列的殴小8凫&YK知站拘射丝竭的足分義时拉力橋戳”应比丧屮所就的敷小烯12级丙建蹩 中"脫为蛭揍结构和小snn力斥效辭应井剧比表申所列的惯大旨墟。2、钢丝绳最小破断拉力总和工S0方法一：工So=公称抗拉强度（MPa） *总截面面积（mm2）,单位:KN 方法二：工So=钢丝绳最小破断拉力*换算系数» A.

4、 1 小輒世療埴力妊与偶找埠小硝断世力的證羸战*&併卓芯4V7-_®xTex6*nfi+sii0+373)1. 134LtU4X194 X Jl tSIXIIW(1 t & i-f/S)I.1UL彌iXHfXSSFi4X>!iWSIXlVFi 4X4IW9IKISWS(l+S+&/5 + i«Jm(4?| 7FU)(1+-T+7/7 + I4)(1 +9 + t卜和4卡璋)(l + B+S4-a/»+11>L 1Kl.ltli«X37SL |3|kiu砂|9exi®IM wL1HLM&EX斟蓟4X14

5、WS1 xatwsSKilWS41*1 W5(j4 + KFJ2>UI-hS+iZB+1*)il+»+</*+ IT)Jl-F?+7T+US(1 K»4-«4)«)U +虚*當十4皿十脾(1十即4粤4审博4聃)L 22&1LSi)7X7(1T*)l.c>tlx?1®KIW19X19$门皿 a+«4,«)1.旳(1*4111.地MX/1 m15WM724WX7MW XTZ4WXT1*41(1. EITtvxii fVXlf1. IM3、钢丝绳安全载重力（F）=钢丝破断拉力/安全载重系数（5.0）钢丝绳

6、类型及其选用序号钢丝遐类型一般适宜述用斯合-ILZ仞9 + 1钢皱纯用作醴风麵、拉索.即用于钢翅齐受疗曲或可 能逍受磨损曲地方26x37 + l钢妊绳用于滑车组中r即绳子承受弯曲时采用、柞泪 穿绕曙车组起塑绳專36> hl +1钢堂毙用于滑车组和制作千斤地（吊索）以及绑扎吊 起构杵（巫豹）傳钢丝绳的安全系數K表140使用悄况K值使用情况K偵用于缆风绳-用作千斤绳.无与曲时67用于手动起更设备4.5用作鄴扎的千斤绳8-10用于机为起密设备56用于戴J的提升机14钥丝绳的安全系败« 14-5用逢安金廉数用途安全斥败作篇风3,5作吊素无弯曲时67用于手动忌亶设酱4.5870用干机动猊

7、址设备56用干仗人的升降机143 6X61*1创丝縄容许矩力直« (men?vuta(mn7)a «(歳)«««公帐杭I5S6空为1 400MPH时族纸拉力（kN）安余蘇0 Kit下只数低 时的容许拉力（kN）K=8K«i0丝拉力总和破話拉力11.00.4崭.丁743.2164.351.414.712.36.45.114.00.571.67.5100.$m.t22.916.1、0、8.016.50.6103.4397.22144.5115.633.023.1H-511.619.5a.7J 40.78132.3197.0157.645.

8、031.619.715.822.00.818).88172.8257.0205.658.74J.125.720.625.00.9232.72218.8325.5261.474.452.132.626.027.S1.0287.31270.1402.0321.691.964.340.232.230.51.1卿65326.8486.S3K9.2121.27?.848.738.953.01.24U.73579.0MV3.2132.392.057.946.336.01.34«5.55456.4679.5543.6155.3108768.054.438.51.4563.13529.3788.06

9、3().4180.1126.178.863.1<1.5U5沁巧(K)7.7905.0724.0206.9144.890.572.444.01.6735.31691.4【025.0H20.0234.3164.01G2.S82.047.01.7830.33 780.51 )60.0928.0265.1185.6116.09乙850.01.8930砒 875.01 300.01 040.0297.120B.0130.0104.055.52.0I 149.24 1 080 31 605.0 284.0366 9256.8160.5128.461.02.21 39*).581 307.11 945

10、.01 556.0444 6311.2155.6随52.41 6S4.91I 555.62 315.01 K52.0529.1370.4231.5185.2?2.02.6I 942.220.72 715.01 2 172.C620.6434.4271.5217.27752.82 252.51B 117.43 150.0:2 520.0720.0504.0315.0252.083.0302 535.79乜 430.63 620.01 2 89641827.4579.2362.0259.6倒丝绳类型及其选用序号钢丝绳类型-般适宜选用场合16x19+1钢牧纯用作競风麵.拉索.即用于钢绳不受弯曲或可

11、能這受烤损的地方26x37 + 1傑咔用于榊车组中.即绳子承受弯断时采用，作为 穿绕帘车组起瓯绳身36X01牛1倒饮绳用于滑车组和制作千斤绳（吊索）以及绑扎呂 起构件（巫物）年刁号便州。荷市订d | 4B tit(N)(nvn)1 k<)0.224502 VIU4QU6MR120.040.4.W2040020634544810.sMIO18o.ov<*5880000247250531012.5M12200.160.98&209003087<50641216.5M16240.301.212250125035102707314JR.SM1«2$0.461.717

12、150175Q40116A0H31621M20320.692.1205802!004513290弼2025M223612.72W5O275050147IO(J10922WM2740:J.S343003500601641101222433M30452.204.54410045(1068IB21202837M36543.216.(15S8OD60007520013515M3241M39604.577.5735007500226ISO17516466H6 10.593100950090255P01934051M48758.631L010780(110010O28552164556M328012.0314.013720(1400110318215亦4859M5680!5e5S17.51715001750»2034523525J5060M64too19 3521.020580(21001303752502HP£ 6071M68no27.83大吨位D型索具卡环規格及安全负荷亠两支吊索的拉力计鼻農表 14 13注G枸件息力