四人吊厢索道设计计算输出结果(4人吊厢索道)

1、四人吊厢索道设计计算输出结果循环固定 驱动张紧94.5 m4.5 m420,人/小时3824000 KG.025.007.0076.54 kg/m551kg251kg10000 kg/mmA2746 mmA2103000 kg1 m/s.3 m/sA234.28571 m7.28MPa601.368 m214.7999 m35.71855%1302.181 M23999.92 kg1136.108 kg1220.108 kg26787.25 kg1302.369 m2.204134 m1300.164 M原始数据如下：跨数左端绳轮直径： 右端绳轮直径：庐里: 车数： 张紧拉力： 线路阻力系数：

2、 左轮阻力系数： 右轮阻力系数： 钢绳单位重： 满载车重： 空载车重： 绳弹性模数(E)： 绳断面积： 绳最小破断拉力： 线路运行速度： 线路起动加速度： 吊椅间距:抱索器钳口载荷与钢丝绳断面积比= 线路水平长:L二 上下站高差:H= 线路平均倾斜度:GAMMA二 全线弦长:：空绳状态： 驱动力之和： 驱动力之差： 园周力： 拉力和： 绳环形长:s二 全线弹性伸长:DE二 SD=S-DE二I序号I索底标高高差I H E(I) H(I)跨距 弦倾角 斜UD A(I) LX(I)长 弦长与车距比弦折角|Y D(I) |支架左端右端左端右端该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳

3、折角倾角变化 倾角变化1-26483872676883789031.018.4-20.60.82.523118-90832479310939124.84.820.02.38.032786-9532944103931046625.69.416.27.13.442213-5582282109051096218.76.712.03.22.95-267310082857112621133314.829.3-17.72.80.361677-8561882114441149130.320.99.40.33.772417-11992698125441261131.118.812.33.35.885482-2

4、4876020145691471934.911.123.74.80.493299-4193326147781486112.3-0.612.90.40.4支架所受力下行侧支架支架支架支架左端右端左端右端该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-3158629322010363102830.918.8-20.70.62.123293-8123392106891060524.46.118.32.07.032858-8072970116071153324.69.814.76.23.142295-4572340119721191418.37.111.22.92

5、.65-289312493151122131213514.529.4-17.72.50.361762-7971934122461219830.321.29.10.33.572464-10772689132511318430.919.211.73.15.685693-22406118151421499034.611.223.44.60.493354-2583364150491496512.2-0.612.90.30.411 (m)1 I(m)(m)(o)(m)_i(o)111| 0| 1706.5501| 1| 1706.55000.000012.999000.000012.9990000.37

6、93342-21,682 | 2| 1722.932016.382041.2040021.681944.3411501.29395505.936 | 3| 1763.337040.4050143.3030015.7461148.8903004.34488701.603 | 4| 1781.026017.689070.2010014.142772.3953002.11262503.306 | 5| 1793.102012.076163.0830010.837164.2284701.8743020-18.998 | 6| 1797.58304.48107.8130029.83549.0067720

7、.26283383.594 | 7| 1840.034042.451186.1140026.241696.0089202.8017130-1.180 | 8| 1918.961078.9270152.1230027.4219171.3793005.001158015.717 | 9| 1921.35002.388911.5310011.704611.7758600.343640811.705 | 10| 1921.35000.000012.997000.000012.9970000.37927590.000 | 上行侧11I序号I左端绳张力左端绳倾角 绳折角支架垂直力 支架水平力 支架合力 最

8、大挠度11 HDS(I)RSC(I)RSS(I)RSFSM(I) |1|右端绳张力右端绳倾角（o）(kg)(kg)(kg)(m)1卜一11| 0|11431.910-0.21| 1|11431.910.2-20.800-4093.67663.804147.140.01211|111535.0921.01| 2111642.2322.38.8971708.08-598.881810.020.13871|111687.3713.41| 3|11951.6218.04.949988.48-301.231033.361.53451|111977.4213.01| 4|12093.1115.25.368

9、1100.78-273.951134.350.35611|112121.429.91| 5 112200.4011.8-17.910-3598.731263.923814.230.27741|112295.3629.71| 6112324.6730.05.019946.41-521.881080.760.00541|112351.6524.91| 7112629.2827.52.352459.11-241.80518.890.60351|112642.2425.21| 8|13158.4229.618.0473843.80-1550.964144.911.86271|113261.6111.5

10、1| 9113277.2311.912.0502772.90-353.392795.330.00851|113346.91-0.21|10|13346.9100.21II1右端绳张力1DX 右端绳倾角（o）RXC(I) (kg)RXS(I) (kg)RX(i) (kg)1FXM(I) (m)|10|12568.010-0.2i11 112568.010.2-20.868-4433.64944.824533.190.0110|112455.2321.112112562.3722.38.6961823.30-540.881901.840.1285|112514.9313.613|12779.181

11、7.84.7361023.72-256.191055.291.4339|112752.8313.114|12868.5115.25.2481155.31-226.911177.390.3345|112839.129.915|12918.1011.8-17.969-3723.791515.534020.380.2619|112818.0129.716112847.3229.94.966999.50-488.291112.390.0052|112819.5525.017113097.1827.52.230462.24-214.84509.730.5817|113084.4425.218 11360

12、0.6329.517.9734000.20-1386.934233.811.8008|113495.2311.519|13510.8511.912.0462820.30-218.062828.710.0084|113440.34-0.2110113440.3400.18121序号I左端绳张力左端绳倾角绳折角支架垂直力 支架水平力 支架合力 最大挠度I支架所受力上行侧支架支架支架支架左端号垂直力水平力合力绳张力1-358054336201117823139-97832881163932632-86827721263542196-5512264131045-34291265365513434616

13、98-88819171362672136-1079239414634上行车重二551下行车重=551右端左端右端该支架： 左端右端绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化112680.819.3-20.80.51.71172124.07.816.21.65.61270423.110.612.65.12.51316017.67.79.92.42.11352513.929.5-17.92.10.31367430.222.28.00.32.81469430.120.79.42.54.5注:对于支架垂直力:符号+者向下;-者向上 对于支架水平力:符号+者向左;-者向右 绳倾角变化为该工况与空绳工况

14、比拟最大功率=19.92435最大拉力之和=33683.95最大绳长二1301.5048958283661-2562-465636636901647916691166371678333.412.211.3-0.522.212.73.80.30.30.3支架所受力下行侧支架支架支架支架左端右端左端右端j 该支架： 左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-4115839420012822127170.719.6-20.90.51.523324-8753437130881300223.78.615.11.45.032703-736280113916138462

15、2.410.911.64.62.342282-4532326142461418817.38.09.42.22.05-365215493967144611436313.729.5-18.01.90.261787-8281969144641441530.222.47.80.22.672176-9692382153751531629.921.08.92.44.386054-23036477171011694033.211.321.93.70.393722-2873733169941690112.1-0.512.60.30.3支架垂直力和垂直力差水平力和水平力差上行最大挠度下行最大挠度合力与垂旦方向夹

16、角1-76955361382-2960.040.0410.226463-185-1852-1030.490.4316.035335-71-1604-1335.204.6916.744478-86-1004-991.151.0612.65-70812232815-2840.880.8221.763485-88-1716-610.020.0226.274313-40-2048-1101.851.7525.4811882-227-4866-2595.365.1522.397383-61-752-1790.020.025.8最大功率=19.92435最大拉力之和=33683.95最大绳长二1301.5

17、04驱最大拉力差=1643.441 最大张力=17100.84 kg 最小绳长=1301.504驱最大拉力和=23999.88钢丝绳平安系数=6.023096最大行程二0最小功率=19.92435要求的摩擦系数=6.776613E-02扭矩= 36.97743 kn.m入边惯性力=450.8306出边惯性力=450.8306抱索器钳口载荷与钢丝绳最小张力比=20.3到目前工况为止的小车最大行程=0支架所受力上行侧支架支架支架支架-42.11J 左”而号垂直力水平力合力绳张力1-325449032911030623056-93831971075932607-86727471175242146-5

18、39221312221支架所受力上行侧支架支架支架支架-42.11J 左”而号垂直力水平力合力绳张力1-325449032911030623056-93831971075932607-86727471175242146-539221312221上行车重二551下行车重二251右端左端右端该支架左”而右端绳张力绳倾角绳倾角绳折角倾角变化 倾角变化103880.819.1-20.80.61.91083924.27.117.01.86.31182123.710.313.45.72.81227617.97.510.42.62.4最大功率=40.03232 最大拉力之和=31871.48 最大绳长=13

19、01.195 最小功率二40.03232 入边惯性力=450.8306驱最大拉力差=3386.803 最大张力=16181.45 kg 最小绳长=1301.195要求的摩擦系数=.1110394 出边惯性力二276.3408驱最大拉力和=23999.76钢丝绳平安系数=6.365315最大行程二0扭距二 76.20306 kN.m抱索器钳口载荷与钢丝绳最小张力比二18.756789-315216512155559634781169-859-1084-2479-44233621861241261213506125491273413741155871579312633127811380115739

20、1588014.130.230.333.812.229.421.920.311.2-0.5-17.98.410.022.512.72.30.32.84.20.30.33.14.90.30.3支架所受力下行侧支架支架支架支架左端右端左端右端该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-4659976476013693135750.420.5-20.90.20.622602-7372705138021373522.911.615.10.62.031819-4711879142951424819.712.211.61.90.941725-34017581449

21、31444916.19.19.40.90.85-399516554324146171450912.629.6-18.00.80.161412-6751564145711453230.023.97.80.11.171221-5571342151211508728.523.48.91.01.885196-18795525161811604431.211.421.91.60.193430-2653440160771599112.0-0.312.60.10.1支架垂直力和垂直力差水平力和水平力差.上行最大挠度下行最大挠度合力与垂直方向夹角1-791314051465-4860.050.0210.525

22、658454-1675-2010.530.2516.534425788-1339-3965.612.7516.843871421-880-1991.240.6312.85-71478432824-4850.940.4921.663062239-1533-1840.020.0126.673375934-1641-5271.971.0825.9810792400-4358-6005.693.2622.09690849-707-1770.020.015.8到目前工况为止的小车最大行程=.1546021上行车重=251 一F行车重二551支架所受力上行侧支架支架支架支架左端号垂直力水平力合力绳张力1-

23、4185662423712188上行车重=251 一F行车重二551支架所受力上行侧支架支架支架支架左端号垂直力水平力合力绳张力1-4185662423712188右端 左端 右端 该支架 左端 右端 绳张力绳倾角绳倾角绳折角倾角变化倾角变化122930.420.4 -20.80.20.722442-8182575125201258523.011.217.00.62.231764-5561850131451319120.112.013.42.11.041649-4121700134361347916.29.010.41.00.95-379813624035136461374612.729.6-

24、17.90.90.161336-7201518138091384630.123.88.40.11.271203-6221354144351446928.623.210.01.11.984981-20905402155631569831.311.422.51.70.193360-4283387157311581512.0-0.312.70.10.1支架所受力下行侧支架支架支架支架左端布”而左端右端i 该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-3745760382211812117170.719.4-20.90.51.723227-83633341208

25、71200423.98.015.91.65.632674-7342773129181284923.010.612.45.12.542225-4422269132491319217.67.79.82.42.25-334814273640134661337513.929.5-18.02.10.361733-7981907134761342930.222.18.10.32.972197-9742403143891432930.120.59.62.64.785796-22246208161141596033.611.222.34.00.393523-2713534160141592612.2-0.51

26、2.70.30.3支架垂直力和垂直力差水平力和水平力差上行最大挠度下行最大挠度合力与垂直方向夹角1-7930-4401421-980.020.0410.225669-786-1654180.270.4716.334438-910-12901793.005.0716.243875-576-854300.681.1412.45-7147-4502789-650.530.8821.363068-397-1518770.010.0226373400-994-15963511.131.8825.1810777-815-43141343.405.4921.896883-164-6991560.020.02

27、5.8最大功率二0 驱最大拉力差二0驱最大拉力口二23999.51最大拉力之和二31740.89最大张力二16114.24 kg钢丝绳平安系数=6.391862最大绳长二1301.093最小绳长=1301.093最大行程二0最小功率=3.368744要求的摩擦系数=2.950033E-02扭距=0 kN.m入边惯性力=276.3408出边惯性力=450.8306抱索器钳口载荷与钢丝绳最小张力比=21.4到目前工况为止的小车最大行程=.2055664上行车重二251下行车重=251支架所受力上行侧支架支架支架支架左端右端左端右端 该支架左端右端号垂直力水平力 合力 绳张力绳张力绳倾角绳倾角 绳折

28、角倾角变化 倾角变化1-3860608390711316114140.520.2 -20.80.20.822357-7842484116411170323.110.917.00.72.631740-5511825122631230820.411.913.42.41.241600-4001649125541259516.48.810.41.11.05-352112673742127621285512.829.6 -17.91.00.161287-6921462129171295430.123.68.40.11.371220-6301373135421357728.823.010.01.22.28

29、4751-20045157146711479931.511.422.52.00.193177支架所受力-404320314832下行侧1491212.0-0.312.70.10.2支架支架支架支架左端右端左端右端 该支架左端右端号垂直力水平力 合力 绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-4289896438212684125750.420.4 -20.90.20.722504-7042601128021273723.011.315.90.72.331791-4671851132971325120.012.012.42.21.141669-3291701134961345416.

30、29.09.81.00.95-369115333997136211352212.729.6 -18.00.90.161357-6461503135841354630.123.78.10.11.371240-5641362141351410128.723.19.61.22.184939-17975256151951506431.411.422.31.90.193231-2493241150971501712.0-0.312.70.10.2支架垂直力和垂直力差水平力和水平力差上行最大挠度下行最大挠度合力与垂直方向夹角1-81494291504-2880.030.0210.524861-147-14

31、88-800.300.2717.033531-51-1017-843.222.9616.143269-69-729-710.730.6812.65-72121702799-2660.560.5321.262644-69-1338-460.010.0126.872460-20-1194-651.211.1625.989691-188-3802-2073.613.4821.496408-54-654-1550.020.025.8最大功率=16.74008最大拉力之和二29928.95最大绳长二1300.609驱最大拉力差=1367.365 最大张力=15195.12 kg 最小绳长=1300.60

32、9驱最大拉力和二23999.91钢丝绳平安系数=6.778492最大行程二0最小功率=16.74008要求的摩擦系数二5.104011E-02扭距=30.76572 kN.m入边惯性力=276.3408出边惯性力二276.3408抱索器钳口载荷与钢丝绳最小张力比二20.5到目前工况为止的小车最大行程=.4476929张力增加 5%,即 2400kgX 1.05=25200kg 时，计算输出结果中钢丝绳平安系数最小数值为5.82,大于4.5上行车重=551下行车重=551侧支架所受力上行支架支架支架支架左端右端左端右端i 该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化

33、倾角变化1-3795578383911755118510.719.4-20.80.51.623195-10033349122211230423.98.215.71.65.432649-8702788132181328822.810.712.14.92.442229-5592298136881374517.57.99.62.32.05-361213293849140181411413.829.5-18.02.00.261730-9081954142161426430.222.37.90.22.772124-10762381152251528429.921.09.02.44.385980-2617

34、6528170691723233.211.321.93.70.393781-4813812172861738112.1-0.512.60.30.3支架所受力下行侧支架支架支架支架左端右端左端右端! 该支架左端右端号垂直力水平力合力绳张力绳张力绳倾角绳倾角 绳折角倾角变化 倾角变化1-4343888443313445133350.619.7-20.90.41.423384-8983501137051361823.68.914.71.44.832721-7372818145321446222.111.011.24.42.242317-4592362148621480317.28.19.12.11.

35、95-384016254170150761497213.529.5-18.01.80.261821-8462007150731502330.222.57.60.22.572164-9662370159841592429.721.28.52.34.186213-23526644177101754433.011.321.73.60.393845-2963856175981750212.1-0.512.60.30.3支架垂直力和垂直力差水平力和：水平力差上行最大挠度下行最大挠度合力与垂直方向夹角1-81385491467-3100.040.0410.226579-189-1901-1060.460.

36、4116.135369-72-1606-1334.954.4816.744545-88-1019-1001.101.0112.65-74522282954-2960.840.7821.663551-90-1754-620.020.0226.374288-39-2042-1101.771.6825.5812193-233-4970-2655.164.9622.297626-63-777-1850.020.025.8最大功率=20.50938最大拉力之和二34883.05最大绳长二1301.253最大功率=20.50938最大拉力之和二34883.05最大绳长二1301.253驱最大拉力差二1689.964 最大张力=17709