After-sales Service: | Online |
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Warranty: | Online |
Manufacturing Process: | Forging |
Surface Treatment: | Polishing |
Operation Pressure: | Atmospheric Pressure |
Material: | Alloy |
Customization: |
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Raising Lines, Raising ropes API RP 9B, Lifting Sling
The raising lines should adopt wire rope required by drawing, and install poured sockets both ends, it is special rigging for mast or substructure lift and down of drilling rig.
The Standard for wire rope poured sockets sling:
Q/SYBOMCO XJ208<<Wire rope poured sockets sling>>
API RP 9B <<The application, maintenance and usage of steel wire rope for oilfield>>
Poured sockets sling type
K-K type Sling K-B type B-B type sling
The main parameter for poured sockets sling |
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DIAMETER | main dimension of sockets (pin hole Dia.×internal dimension×external dimension) (mm) |
Wire rope construction | Test load(KN) | Steel wire rope unit mass (kg/m) |
9 | Φ25×18×44 | 6×19W+FC-1770 | 24 | 0.29 |
11 | Φ25.5×25×51 | 35 | 0.5 | |
12 | 42 | 0.57 | ||
13 | 49 | 0.6 | ||
14 | Φ30×32×60 | 57 | 0.7 | |
16 | 75 | 0.92 | ||
18 | Φ35×38×70 | 95 | 1.16 | |
19 | 106 | 1.3 | ||
22 | Φ51×51×96 | 6×36SW+FC-1770 | 145 | 1.78 |
24 | 173 | 2.11 | ||
26 | 203 | 2.48 | ||
28 | Φ50×44×102 | 235 | 2.88 | |
35 | Φ64×64×122 | 367 | 4.5 | |
38 | Φ70.5×76×136 | 432 | 5.3 | |
43 | Φ70×76×142 | 554 | 6.78 | |
48 | Φ91×91×170 | 6×49SWS+FC-1770 | 690 | 8.46 |
56 | Φ101×102×194 Φ101×98×194 |
939 | 11.5 | |
60.5(60,61) | Φ101×100×200 Φ111×114×222 Φ111×116×222 |
1078 | 13.2 | |
62(63) | Φ101×100×200 Φ111×114×222 Φ111×116×222 |
6×76WSNS+FC-1770 | 1109 | 14.6 |
64(65) | Φ111×116×240 Φ121×116×246 |
1182 | 15.6 | |
66.5(66,67) | Φ111×120×240 | 1257 | 16.6 | |
68 | 1334 | 17.6 | ||
71(72) | Φ101×100×220 Φ121×120×270 |
6×84WSNS+FC-1770 | 1496 | 19.7 |
75(76) | Φ111×110×240 | 1666 | 21.9 | |
80 | Φ131×140×290 | 1846 | 24.3 | |
84 | 2036 | 26.8 |
Note: 1.The safety factor is not less than 2.5 for steel wire rope poured sockets sling if there are no any special requirements.
2. The working load for steel wire rope sling with other diameter and tensile strength should be dependent on the ratio between wire rope breaking load to safety factor.
3. The load for pulling off test should be 50% of breaking load if there are no special requirements.
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