150吨履带吊性能表(参考)1
150吨履带吊性能表
Table of Contents1.General (2)1.1Calculation of Rated Loads (2)1.2Use the Load Charts Properly (2)2.Operating Condition Code (5)3. Operating Range Diagram (6)3.1 Main boom operating condition (H) (6)3.2 Main boom + extension boom operating condition (HC) (7)3.3 Main boom + fixed jib operating condition (FJ) (8)3.4 Luffing jib operating condition (LJ) (9)4. Load Charts (10)1.General1.1Calculation of Rated LoadsRated loads in the load charts are determined either by strength or by stability.Rated loads determined by stability are calculated according to ISO 4305:1991 Mobile Cranes——Determination of Stability and these rated loads are always within the 75% of tipping load.1.2Use the Load Charts Properly1)Ground conditions: rated loads in the load charts are calculated in the condition that thecrane is on hard, horizontal and evenly-supported ground with gradient smaller than 1%. If these condition requirements are not fulfilled, the value of rated loads must be decreased for calculation.2)Actual Lifting Capacity: the weight of hook blocks, lifting devices, and wire ropes reevingbetween the hooks and boom/jib heads must be deducted from the rate load to obtain a net lifting value, i.e. the actual lifting capacity.Table 3.1 Hook ParametersNominal Load (t) (Ust)155（171）100(110)50(55)25(28)13.6(15）Deadweight (kg) (lb)2650(5,800)1650(3,640)960(2,120)830(1,830)430(950)a)Weight of wire ropes reeving between hooks (main hook, auxiliary hook) and boom/jibheads is calculated by 3.29kg/m(2.21lb/ft).b)The rate load includes the weight of hook blocks, lifting devices, wire ropes reevingbetween the hooks and boom/jib heads and extention boom.3)Wind Speed: Calculating rated loads also takes allowable wind speed of each operatingcondition into consideration. The SCC1500C crawler crane is allowed to operate when the speed of stable wind or gust is not exceeding 16m/s(35.8mph). Hence the maximum allowable wind speed for SCC1500C crawler crane is 9.8m/s(21.9mph)～16.0m/s(35.8mph) (equivalent to 60～160N/m2 (0.009～0.023psi)dynamic pressure); when the wind speed is higher than 16m/s and lower than 22m/s(49.2mph), the crane is not allowed to operate but allowed to have the boom system upstanding; when wind speed is higher than22m/s(49.2mph), the boom system must be lowered down to the ground.Table 3.2 Allowable Wind Speed and Dynamic Pressure in H Operating ConditionBoom length (m)(ft in)Allowable wind speed (m/s)( mph)Corresponding allowabledynamic pressure (N/m2)(psi)18～21 (59′1″～68′11″)16(35.8)160(0.023)21～27 （68′11″～88′7″)15(33.6)140(0.02)27～39 (88′7″～127′11″)13.8(30.9)120(0.017)39～52 (127′11″～170′7″)11.3(26.40)80(0.012)＞52（170′7″)9.8(21.9)60(0.009)Table 3.3 Allowable Wind Speed and Dynamic Pressure in FJ (LJ) Operating ConditionLength of boom + jib (m)(ft in)Allowable wind speed (m/s) Corresponding allowabledynamic pressure (N/m2)——16(35.8)160 (0.023)——15(33.6)140 (0.02)——13.8(30.9)120 (0.017)39～52 (127′11″～170′7″)11.3(26.40)80(0.012)＞52（170′7″)9.8(21.9)60(0.009)If the wind speed at operating site cannot fulfill the requirements listed above, the crane is not allowed to operate until the load is reduced accordingly based on the actual situation. For further information on influences of wind speed, please refer to “Influence of Wind Speed” inChapter Ⅱ.4)Scope of Application: values or rated loads listed in the load charts are all applicable for thewhole 360°slewing range.5)Rated Load for Traveling Crane: values of rated loads listed in the load charts are calculatedin condition that the crane is not traveling, and these values should be decreased accordingly when the crane is traveling. For traveling steadily at low speed, 90% of the rated load is allowed to attach in H operating condition for straight-line traveling, or 70% of the rated load is allowed to attach in H operating condition for turning, or 50% of the rated load is allowed to attach in FJ operating condition and LJ operating condition for straight-line traveling.Notices requiring special care for traveling with load:a)It is suggested to move the load in an area as small as possible and make the load closeto the ground enough (with maximum distance of 500mm(1′7.7″) to the ground);b)Only the low gear can be used if possible, and take proper measures to prevent the loadswinging. For specifications on traveling, please refer to the “Traveling Operation” inChapter Ⅱ of this manual.6) Traveling without load.A. Transverse gradient of the ground should be considered except. Besides, the rugged condition of ground should also be considered when traveling without load.B. Prevent the break of center of gravity which caused by crane incline, otherwise, the crane is easy to capsize, hook will hit frame. Especially the frame is high, the danger is bigger.C. Operate smoothly, do not stop and start urgently.2.Operating Condition CodeOperating Condition CodesNO. Operating Condition Code1 Main Boom H2 Main Boom + Fixed Jib FJ3 Main Boom + Extension Jib HCNote: As the difference between light boom and heavy boom, as well as some load charts are specified for main hook only or for auxiliary hook only, the prescribed codes cannot fulfill the requirements of various operating conditions. To keep the consistency of the technical documents, it is suggested that:1. The number of codes not to be increased;2. Some common subscripts be used: H standing for heavy duty, L for light duty, S for short boom, M for main hook, and A for auxiliary hook;3. Each project team chooses codes according to their actual requirements, and specifies these codes with subscripts, such as:Main boom + light fixed short jib can be indicated by SF L; and load charts for main hook in main boom + fixed jib can be indicated by FJ m.3. Operating Range Diagram3.1 Main boom operating condition (H)3.2Main boom + extension boom operating condition (HC)3.3 Main boom + fixed jib operating condition (FJ)3.4Luffing jib operating condition (LJ)Chapter Ⅲ Load Charts SCC1500C Operating Manual4. Load ChartsPlease refer to the appendix at the back of Chapter Ⅲ Load Charts for detailed load charts.。
150T三一履带吊性能表
63.143m
2.01m
6.14m
SCC1500D
7
A SCC1500D 履带起重机 运输尺寸
运输尺寸
12m主臂 长 宽 高 重量 过渡臂
A长 宽 高 重量 固定副臂上节臂 长 宽 高 重量 固定副臂下节臂 长 宽 高 重量 3m固定副臂 长 宽 高 重量 6m固定副臂 长 宽 高 重量 加长臂 长 宽 高 重量
8
SCC1500D
×4 12.14m 2.30m 2.01m
1.8t ×1 6.13m 2.23m 2.55m 1.3t ×1 5.41m 1.01m 1.17m 0.32t ×1 5.11m 1.03m 0.83m 0.28t ×1 3.08m 1.01m 0.83m 0.13t ×3 6.08m 1.01m 0.83m 0.30t ×1 2.15m 1.04m 1.12m 0.32t
履带起重机系列
SCC1500D
A SCC1500D 履带起重机
A
SCC1500D履带起重机
03
整机基本尺寸
04
主要技术特点
05
主要性能参数表
ห้องสมุดไป่ตู้06
运输尺寸
07
安装示意图
11
B 设备简介
13
上车
14
A
下车
16
作业设备
17
安全装置
18
主要机构参数
20
C 工况组合
21
工况组合
22
轻型主臂HL工况
23
固定副臂FJ工况
28
SCC1500D
2
SCC1500D
A 04 整机基本尺寸 05 主要技术特点 06 主要性能参数表 07 运输尺寸 11 安装示意图
履带吊性能表
日立KH700-2-150t履带吊机主臂标准工况额定性能表1：旋转角度=360°、标准配重=51t。
以下工况仅供参考，实际请日立KH700-2-150t履带吊机主臂标准工况额定性能表2：旋转角度=360°、标准配重=51t。
以下工况仅供参考，实际请CKE2500-250t履带吊机主臂额定性能表1：旋转角度=360°、尾部配重=80.6t、车体配重=20.0t。
CKE2500-250t履带吊机主臂额定性能表2：旋转角度=360°、尾部配重=80.6t、车体配重=20.0t。
CC2000-300t履带吊机主臂工况额定性能表：旋转角度=360°、标准配重=120t。
LR5000-500t履带吊机SDB工况额定性能表：D =28m、旋转角度=360°、标准配重=135t、悬浮配重=260t×15m、中心配重=43t。
以下工况仅供参考，实际请LR1750-750t履带吊机SDB工况额定性能表：D =31.5m、旋转角度=360°、标准配重=220t、悬浮配重=400t×20m、中心配重=95t。
以下工况仅供参考，实际请石川岛1495-3A-100t履带吊机主臂额定性能表：KH300-80t履带吊机主臂额定性能表：以下工况仅供参考，实际请住友SC500-2-50t履带吊机主臂额定性能表：全周、配重=17.2t。
实际请与本公司业务员联系！实际请与本公司业务员联系！以下工况仅供参考，实际请与本公司业务员联系！吊机以下工况仅供参考，实际请与本公司业务员联系！实际请与本公司业务员联系！实际请与本公司业务员联系！以下工况仅供参考，实际请与本公司业务员联系！实际请与本公司业务员联系！以下工况仅供参考，实际请与本公司业务员联系！。
150t履带吊(LS248RH5-0145)
主臂单位：t工作半径(m)18.2921.3424.3827.4330.4833.5336.5839.6242.6745.7248.7751.8254.8657.9160.9664.0167.0670.173.1576.279.2582.35.5m 133.66.5m 104.37.5m 85.28.5m 70.19.5m 58.410.5m 11.0m 48.044.312.5m 13.0m 13.5m 38.036.733.714.5m 15.0m 15.5m 28.725.323.017.0m 34.525.0m 21.033.0m 13.541.0m 9.843.5m 8.749.0m 6.751.5m 5.957.0m 4.359.5m 3.72.42.23.22.82.6主 臂 长 度(m)额 定 起 重 量 表 (不 带 22t 行 走 配 重)5.0150.0121.7111.56.0140.0128.1116.8102.594.48.09.099.282.696.290.77.0123.610.012.014.016.070.654.744.637.628.030.032.034.020.022.024.026.036.040.098.982.470.454.444.337.232.118.044.137.131.927.998.882.370.354.324.524.32883.877.882.181.978.975.269.664.070.27066.562.370.169.331.427.454.14436.931.753.943.736.631.127.023.853.843.636.531.253.643.336.453.443.236.331.026.923.722.021.527.224.127.724.821.719.617.816.221.219.117.315.814.519.417.621.018.917.115.614.313.212.253.343.036.230.926.823.620.918.811.257.852.342.836.130.826.723.520.817.016.815.213.912.015.514.113.012.811.810.952.349.730.820.715.111.618.623.418.546.943.540.042.741.840.338.137.036.233.530.336.035.935.835.735.635.232.729.627.125.022.830.730.630.530.430.330.228.826.424.422.126.726.626.526.426.326.226.126.025.923.821.623.323.223.123.022.922.822.722.522.42120.620.520.420.320.120.020.019.818.418.318.217.618.118.017.917.817.517.416.716.616.516.416.316.216.116.015.715.615.515.014.914.814.714.614.514.413.613.513.414.113.313.213.113.012.712.512.712.412.312.212.112.011.911.813.711.511.411.211.411.311.211.111.010.910.810.510.210.1109.919.218.61810.410.114.013.919.719.612.620.319.716.915.413.812.59.59.39.142.010.211.2109.110.710.510.410.39.99.79.69.59.49.39.298.68.58.38.244.09.264.09.08.88.78.68.48.28.27.97.87.67.346.08.38.28.18.07.77.67.57.27.1 6.9 6.648.07.87.57.47.47.07 6.9 6.6 6.4 6.2650.07.0 6.8 6.8 6.4 6.4 6.36 5.8 5.6 5.352.0 6.3 6.2 5.9 5.9 5.7 5.4 5.35 4.854.0 5.8 5.4 5.45.45.054.5 4.5 5.2 4.9 4.7 4.5 4.356.0 4.7 4.4 4.24 3.858.0 4.34 3.8 3.5 3.460.0 4.1 3.9 3.6 3.4 3.1 2.962.0 2.7 2.53.5 3.23主臂单位：t工作半径(m)18.2921.3424.3827.4330.4833.5336.5839.6242.6745.7248.7751.8254.8657.9160.9664.0167.0670.173.1576.279.2582.35.5m 133.66.5m 104.37.5m 85.28.5m 70.19.5m 58.410.5m 11.0m 48.044.312.5m 13.0m 13.5m 38.036.733.714.5m 15.0m 15.5m 28.725.323.017.0m 38.825.0m 25.233.0m 16.541.0m 11.843.5m 10.849.0m 8.551.5m 7.957.0m 6.259.5m 5.55 4.7 4.55.5 5.2 4.564.04.3 4.160.0 4.75.4 5.1562.06.16 5.64.35.15.6 5.558.06.5 6.4 6.1 5.96.6 6.2 6.156.07 6.9 6.6 6.47.47.1 6.8 6.654.07.8 4.17.67.57.47.177.37.252.08.4 3.98.38.28.187.77.58.287.850.08.88.78.68.39.08.98.98.98.78.548.09.59.49.39.19.89.79.69.69.49.246.010.610.510.4 3.710.410.210.1109.79.610.410.210.144.011.010.910.810.511.411.311.211.211.542.011.511.411.21112.011.911.911.812.312.212.11212.413.812.811.813.413.313.11340.017.316.715.91512.512.412.220.319.719.218.61813.513.317.817.622.320.216.113.613.012.912.812.814.814.714.514.314.214.114.114.013.913.915.915.915.515.415.315.315.215.215.116.916.816.716.317.916.716.616.616.519.819.71918.618.518.418.418.218.218.221.719.620.520.420.320.220.220.120.120.024.122.522.422.422.022.422.322.322.324.822.42125.125.024.924.924.924.824.823.821.628.328.328.228.128.128.028.027.022.132.332.232.132.031.931.930.727.825.922.834.534.334.134.033.931.528.826.424.438.837.135.835.735.635.232.729.627.125.044.041.840.338.137.036.233.530.346.943.540.013.652.349.735.625.318.714.622.823.617.020.719.017.314.919.117.516.116.014.713.757.852.445.740.436.232.428.525.620.932.528.625.723.053.347.942.337.317.616.31525.923.221.119.226.023.421.219.317.823.621.519.426.323.821.532.628.826.526.233.129.233.429.65749.643.437.569.359.451.243.837.632.829.061.951.944.137.875.762.752.444.33833.263.452.744.438.278.672.866.562.387.282.878.975.269.664.083.877.829.529.432.098.889.979.263.552.744.538.333.536.038.098.990.579.463.652.944.738.418.020.022.024.026.028.030.032.034.079.563.853.144.810.012.014.016.0102.594.48.09.099.290.696.290.77.0123.6121.7111.56.0140.0128.1116.8主 臂 长 度(m)额 定 起 重 量 表 (带 22t 行 走 配 重)5.0150.0主臂单位：t工作半径(m)18.2921.3424.3827.4330.4833.5336.5839.6242.6745.7248.7751.8254.8657.9160.9664.0167.0670.173.1576.279.255.8m 13.56.4m 6.9m 13.513.57.4m 7.913.513.58.5m 13.59.5m 13.510.6m 11.1m 11.6m 13.513.513.512.1m 12.7m 13.2m 13.8m 13.513.513.513.514.2m 14.8m 15.3m 15.9m 13.513.513.513.516.4m 13.517.0m 13.525.0m 13.533.0m 13.541.0m 9.543.58.449.0m 6.451.5m 5.657.0m 4.159.5m 3.4主 臂 长 度(m)辅 助 伸 臂 额 定 起 重 量 表 (不 带 22t 行 走 配 重)5.060.0 3.2 2.9 2.7 2.413.513.56.013.58.09.013.513.513.513.57.013.513.510.012.014.016.013.513.513.513.528.030.032.034.020.022.024.026.036.038.013.513.513.513.513.513.513.518.013.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.512.911.913.513.513.513.513.513.513.513.510.913.513.513.513.513.513.513.513.513.513.513.511.713.513.512.712.511.510.613.513.513.513.511.313.513.513.413.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.512.413.513.012.912.812.713.513.513.512.412.112.011.911.211.111.111.010.910.810.710.610.511.89.89.79.613.311.711.611.513.213.113.513.513.510.113.513.512.313.513.513.513.513.513.513.512.29.29.99.69.440.010.99.88.810.410.210.110.09.010.29.99.39.29.19.08.98.78.38.28.042.08.98.78.58.48.38.17.97.97.67.57.344.08.07.97.87.77.47.37.2 6.9 6.8 6.646.07.57.27.17.1 6.7 6.7 6.6 6.3 6.1 5.948.0 6.7 6.5 6.5 6.1 6.1 6.0 5.7 5.5 5.350.06 5.9 5.6 5.6 5.4 5.15 4.752.0 5.5 5.1 5.1 4.9 4.6 4.4 4.254.0 5.14.7 4.7 4.4 4.1 3.9 3.756.0 4.2 4.2 4.0 3.7 3.5 3.258.0 3.8 3.6 3.3 3.1 2.862.02.32.12.92.5主臂单位：t工作半径(m)18.2921.3424.3827.4330.4833.5336.5839.6242.6745.7248.7751.8254.8657.9160.9664.0167.0670.173.1576.279.255.8m 13.56.4m 6.9m 13.513.57.4m 7.913.513.58.5m 13.59.5m 13.510.6m 11.1m 11.6m 13.513.513.512.1m 12.7m 13.2m 13.8m 13.513.513.513.514.2m 14.8m 15.3m 15.9m 13.513.513.513.516.4m 13.517.0m 13.525.0m 13.533.0m 13.541.0m 11.543.510.549.0m 8.251.5m 7.657.0m 5.959.5m 5.2462.0 4.84.4 4.23.83.6464.05.7 5.3 5.1 4.85.9 5.358.06.2 6.1 5.8 5.66.3 6.1 5.956.0 6.8 6.7 6.6 6.37.154.07.1 6.8 6.7 6.57.57.37.2752.07.97.77.47.28.18.07.950.08.387.97.78.68.68.58.48.78.448.09.198.88.69.49.39.39.29.59.146.09.89.79.49.310.210.110.19.910.344.010.510.210.19.910.910.910.710.611.211.111.010.942.011.611.511.211.111.811.711.711.613.513.011.913.113.012.812.712.113.312.740.012.112.011.913.513.513.513.513.512.213.513.513.513.213.513.513.513.513.513.512.612.512.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.313.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.513.536.038.013.513.513.513.513.513.513.518.020.022.024.026.028.030.032.034.013.513.513.513.510.012.014.016.013.513.57.013.513.56.013.58.09.013.513.5主 臂 长 度(m)辅 助 伸 臂 额 定 起 重 量 表 (带 22t 行 走 配 重)5.060.0 5.2 4.9 4.7 4.413.513.5主臂主杆长度（m ）副杆长度（m ）伸臂角度º工作半径（m ）13.0m 15.017.0m13.019.0m 8.021.0m 21.0m 8.0 4.025.0m 6.010301030103010301030103010301030103010301030103042.6712.1918.2924.3830.4836.5839.6212.1918.2924.3830.4812.1918.2924.3830.48 伸 臂 额 定 起 重 量 表 (带 22t 行 走 配 重)12.013.012.015.015.013.015.013.012.015.012.015.08.016.015.05.015.015.014.015.018.020.015.015.032.034.036.038.012.530.013.013.013.013.022.024.026.028.012.012.012.012.012.011.811.513.012.814.512.08.07.58.08.08.08.015.013.012.08.012.015.012.08.08.0 4.015.013.012.08.08.08.0 4.015.013.015.013.012.08.08.0 4.08.08.015.08.08.08.0 4.04.06.06.06.06.0 4.04.04.0 3.03.03.06.08.013.013.012.215.015.015.015.014.313.212.011.512.012.08.013.012.911.812.512.011.712.012.08.08.0 6.08.08.04.015.013.013.04.08.08.07.36.06.08.08.08.07.97.715.08.0 6.015.04.08.08.0 6.012.04.0 3.015.013.08.08.0 6.0 4.0 3.015.013.012.04.0 3.014.112.811.88.012.08.07.7 6.013.08.07.4 6.0 4.0 3.012.012.511.811.58.07.26.04.03.08.08.010.911.211.03.03.03.03.03.013.012.08.015.012.08.012.012.08.0 6.06.06.07.5 4.06.0 4.04.04.0单位：t4.04.04.04.0 3.0主臂单位：t主杆长度（m ）副杆长度（m ）伸臂角度º工作半径（m ）14.015.015.016.015.015.015.018.015.013.012.015.013.012.015.012.020.015.013.012.08.015.013.012.08.015.013.012.08.022.015.013.012.08.08.0 4.015.013.012.08.0 4.015.013.012.08.0 4.024.015.013.012.08.08.0 4.015.013.012.08.08.0 4.015.013.012.08.08.0 4.026.015.013.012.08.08.0 6.0 4.015.013.012.08.08.0 4.015.013.012.08.08.0 4.028.015.013.012.08.08.0 6.0 4.015.013.012.08.08.0 6.0 4.015.013.012.08.08.0 6.0 4.030.015.013.012.08.08.0 6.0 4.0 3.015.013.012.08.08.0 6.0 4.0 3.015.013.012.08.08.0 6.0 4.032.013.912.912.08.07.9 6.0 4.0 3.013.712.812.08.08.0 6.0 4.0 3.013.612.712.08.08.0 6.0 4.0 3.034.012.812.612.08.07.7 6.0 4.0 3.012.712.512.08.07.7 6.0 4.0 3.012.412.012.08.07.7 6.0 4.0 3.036.011.811.711.68.07.5 6.0 4.0 3.011.611.611.68.07.5 6.0 4.0 3.011.411.011.48.07.5 6.0 4.0 3.038.010.910.910.88.07.3 6.0 4.0 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重)64.0167.0612.1918.2924.3830.4812.1918.2924.3830.4870.1012.1918.2924.3830.4810301030103010301030103010301030103010301030103070.101218.2924单位：t10101030主臂角度单位：t90º主杆长度（m ）35.05～56.3935.05～56.3938.10～56.3941.15～56.3944.20～56.3947.24～56.3950.29～53.34塔杆长度（m ）工作半径（m ）10.020.0/10.9m 20.0/11.7m 12.020.020.019.4/12.5m 17.8/13.3m14.020.020.019.417.816.3/14.1m14.8/14.9m 15.020.0/15.8m20.0/15.8m19.4/15.8m 17.816.314.813.3/15.716.019.619.619.017.8/16.4m 16.3/17.5m14.813.318.017.817.817.817.216.114.8/18.6m 13.3/19.720.016.216.216.216.215.314.313.222.014.814.814.814.814.413.712.624.013.513.513.513.513.512.812.226.012.212.212.212.212.212.211.528.011.011.011.011.011.011.011.030.010.7/28.4m9.99.99.99.99.99.932.09.4/31.2m9.19.19.19.19.134.08.48.48.48.48.436.07.77.77.77.738.07.5/36.7m7.17.17.140.0 6.7/39.5m6.5 6.542.0 6.0 6.044.0 5.9/42.2m5.646.05.3/45.0m塔 式 臂 额 定 起 重 量 表45.7236.5839.6242.5727.3430.4833.53主臂角度单位：t80º主杆长度（m ）塔杆长度（m ）工作半径（m ）15.221.4m 14.314.014.513.614.213.822.7m 23.2m 22.5m 23.8m 23.0m 23.5m 13.512.813.312.513.024.5m 25.1m 24.3m 25.6m 24.8m 12.011.712.211.426.4m 26.9m 26.1m 27.4m 10.910.728.2m 28.7m 10.710.710.710.710.728.4m 28.4m 28.4m 28.4m 28.4m 9.49.49.49.49.431.2m 31.2m 31.2m 31.2m 31.2m 7.57.47.57.27.57.536.6m37.1m36.7m 37.6m36.7m 36.7m 6.8 6.7 6.77.1 6.739.0m39.5m39.5m 38.1m39.5m 6.4 6.240.6m41.1m5.9 5.8 5.742.4m43.0m43.5m5.245.9m5.146.4m4.5 4.449.4m49.9m4.052.9m47.2427.4330.4833.534.14.44.94.95.15.15.15.65.65.6 5.66.0 6.06.0 6.06.5 6.5 6.56.57.17.17.17.17.17.77.77.77.77.77.78.48.48.48.48.48.49.19.19.19.19.19.99.99.99.99.911.011.011.011.012.212.213.542.6736.5839.624.95.15.1 5.65.66.0 6.06.07.17.17.16.5 6.5 6.57.77.77.77.77.78.48.48.48.48.49.19.19.19.19.99.99.99.911.011.011.011.012.212.212.213.544.2027.4330.4833.5339.6254.052.050.048.046.0 6.0 6.044.0 5.66.042.0 6.56.5 6.540.0 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3.456.3m56.9m28.036.5827.3430.4812.233.5312.212.224.026.012.211.011.011.011.030.09.99.99.99.19.19.111.09.99.911.011.032.09.19.19.18.48.48.48.434.08.48.48.48.47.77.736.07.77.77.77.77.77.17.17.77.77.77.17.17.140.0 6.5 6.5 6.5 6.57.17.138.0 6.5 6.542.0 6.0 6.0 6.0 6.05.6 5.66.044.0 5.6 5.65.1 5.146.048.0 4.74.40.0 4.452.0 4.14.454.0 3.856.0 3.558.036.5839.6242.676.09.19.912.211.09.99.99.19.19.19.18.48.48.48.48.47.77.77.77.77.77.17.17.17.16.5 6.5 6.56.0 6.0 6.0 6.05.6 5.6 5.65.1 5.1 5.14.74.7 4.7 4.74.4 4.4 4.44.13.83.59.911.011.07.77.77.76.5 6.57.17.17.17.15.6 5.66.0 6.0 6.0 6.0 6.05.1 5.1 5.14.4 4.44.7 4.7 4.73.84.156.3945.7245.725.66.5 6.57.77.750.2953.3442.6736.5827.3430.4833.5339.6245.7227.3439.6242.679.19.19.130.4833.539.99.99.19.18.48.48.48.48.48.4塔 式 臂 额 定 起 重 量 表4.18.47.15.6 4.76.56.05.14.7第 11 页 共 11 页PDF 文件使用 "pdfFactory" 试用版本创建w 。
吨履带吊性能表2全集文档
吨履带吊性能表2全集文档(可以直接使用，可编辑实用优质文档，欢迎下载）三、 50吨履带吊履带吊性能表履带吊参数三一SCC500三一SCC500-50吨履带吊主臂+固定副臂起升高度虹梅南路HM-7标施工管段清障施工KOBELCO7080履带式起重机安装拆卸安全施工方案中铁十五局集团虹梅南路高架工程HM-7标项目经理部二〇一五年十一月一日目录一、编制依据- 1 -二、编制说明- 1 -三、工程概况- 1 -四、工程特点分析- 2 -五、总体施工安排错误!未定义书签。
六、施工方法- 3 -七、项目部组织机构及安全保证体系- 5 -八、安全生产措施- 6 -九、施工应急预案-10-一、编制依据1.1、履带式起重机随机资料；1.2、《80T履带吊使用说明书》；1.3、GB6067-85《起重机械安全规程》1.4、GB5972-86《起重机械用钢丝绳检验和报废实用规范》；1.5、GB50278-98《起重设备安装工程施工及验收规范》；1.6、JZJ33-2001《建筑机械使用安全技术规程》二、编制说明为了指导80T履带式吊机安装及拆卸工作，预防出现各种因不了解各工序施工方法而影响施工进程，特制定本方案。
三、工程概况由中铁十五局集团承建的上海市闵行区虹梅南路HM-7标施工管段，因污水管清障施工需要，需安装1台KOBELCO7080履带式起重机。
设备主要参数：（1）外形尺寸：8000mm*4900mm*3400mm（2）主臂长度：21m（3）最大起重量：80T（4）整机总功率：200KW（5）整机总重量：80T（6）生产厂家：日本神户制钢所安装采用80T汽车吊配合安装。
安装场地在虹梅南路高架工程施工现场。
主机主臂上节臂主臂中间臂80T吊钩四、施工前准备根据设备的特殊性，在设备组装前必须达到前期准备工作的完善方能进行设备组装工作，前期准备工作主要包括以下几个方面：1、人员准备根据履带式吊车组装需要配置人员数量，按照人员分组进行组装前相关事项的详细安全学习、交底工作。
150-500吨履带吊性能表
1 基本尺寸图（一）之勘阻及广创作2 基本尺寸图（二）3 基本尺寸图（三）4 作业姿势5 S杆工况额定起重量表和工况载荷曲线图6 SW杆工况额定起重量表7 SW杆工况载荷曲线图8 SD工况额定起重量表9 SD工况额定起重量表10 SDB工况载荷曲线图11 SWD工况额定起重量表12 SWD工况额定起重量表13 SWD/SWDB工况载荷曲线图14 SW杆工况额定起重量表15 SW杆工况载荷曲线图16 SDWB杆工况额定起重量表17 SDWB杆工况载荷曲线图18 SDWB工况额定起重量表19 SDWB工况载荷曲线图20 运输时的重量和外形尺寸21 作业时的有关技术数据22 配备图三、250t（CKE 2500）1 基本尺寸图2 主臂工况扬程曲线图3 主臂工况额定起重量表创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日4 副臂工况额定起重量表5 副臂工况扬程曲线图6 部件尺寸详图7 运输计划8 臂架安插9 配备图四、250t（SCX 2500）起重机型号Crane Type制造厂家Manufacturer最年夜起重量（吨）Max.Capacity(ton)主臂长度（米）MainBoom(m)副臂长度（米）Fixed Jib(m)履带吊SCX2500 CrwlerCrance日立HSC 250Scx2500 住友1 基本尺寸图创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日创作时间：二零二一年六月三十日。