CSL-E2手拉小車
It is driven by pulling the hand chain and travels along the lower edge of I-beam.It applicables to factories,mine , wharf, dock,warehouse,construction site and machine room,etc.
It is used to install the machine equipment and lift goods.
It is suitable for the work environment without power.
Safety and simply maintenance.
Compact structure and small package size.
The distance between its wheels is easy to adjust and can be used in many kinds of I-beam.
It's so high transmission efficiency that do need less output.
It can be drived in a small turning diameter.
The hinge linkes the left and right side plate to guarantee equal force.
Don't load exceeding the rated capacity of the hand trolley.
To avoid accidents working or passing under a load is strictly forbidden.
Regularly fill the grease on the bearings and rail surfaces. Meantime check whether there is any loose on the firmware.
If there are any anomalous situations, stop using the product immediately and Check the cause to remove it .
Regularly maintenance is needed.
CSL-E2型手(shou)拉單軌(gui)行車性能參數表
| 規格 Model | 1t | 2t | 3t | 5t | 10t | ||
| 額定載重量Rated capacity | t | 1 | 2 | 3 | 5 | 10 | |
| 試驗載荷 Test load | KN | 12.5 | 25 | 36.8 | 61.3 | 122.5 | |
| 標準運行高度 Running height | m | 3 | |||||
| 滿載時的手拉力Chain pull to lift full load | N | 44 | 80 | 65 | 90 | 195 | |
| 能通過的最小彎道半徑 Min.radus of curve | m | 1 | 1.1 | 1.3 | 1.4 | 1.7 | |
|
主要尺寸 mm Dimensions |
A | 掛梁Pyion | 390 | 400 | 430 | 444 | 489 |
|
加長掛梁 Lengthen pyion |
492 | 502 | 532 | 544 | 584 | ||
| B | 260 | 300 | 345 | 390 | 470 | ||
| C | 239 | 288 | 336 | 393 | 500 | ||
| E | 32.5 | 31 | 35 | 37 | 45 | ||
| F | ≈3 | ||||||
| H | 136 | 161 | 185 | 220 | 280 | ||
|
適用軌寬 mm Adlustable beam width |
M | 掛梁Pyion | 64-203 | 88-203 | 102-203 | 114-203 | 125-203 |
|
加長掛梁 Lengthen pyion |
102-305 | 102-305 | 102-305 | 108-305 | 117-305 | ||
|
運行高度每增減1米相應增減重量 Extra weight per meter of extra lift |
kg | ≈1 | |||||
| 凈重 Net weight | kg | 掛梁Pyion | 19.9 | 28.5 | 46 | 57 | 103 |
|
加長掛梁 Lengthen pyion |
21.1 | 30.6 | 49.8 | 60.8 | 108.5 | ||