FIELD: civil engineering. SUBSTANCE: underframe rail structure has rail 1, rail chair 2 with flanges 3 straddling the foot of rail 1 and side ribs 4 embracing upper belt 5 of undercrane beam. Chair 2 is connected to upper belt 5 by high-strength bolts 6 with spherical surface nuts 7. Vertical force Ploc of crane wheel acts on rail 1. Chair 2 is made curvilinear, with its convex portion pointed upwards to provide clearance Δ between chair and upper belt equal to 1.5-2-fold thickness of chair. With force Ploc of wheel acting on rail, the latter is clamped by force F n-times greater than force Ploc, F = Ploc•n and is fixed in stressed state. EFFECT: enlarged operating capabilities. 2 cl, 1 dwg
Title | Year | Author | Number |
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CRANE TRACK RAIL | 1993 |
|
RU2081049C1 |
CRANE RUNWAY | 1993 |
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METHOD AND DEVICE FOR STRENGTHENING OF DOUBLE-TEE CRANE-RUNWAY GIRDER | 1995 |
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METAL CRANE RUNWAY STRUCTURE | 1992 |
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RAIL JOINT WITH ITS FOOT | 2008 |
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CRANE TRACK RAIL | 1994 |
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RAIL FASTENING | 1995 |
|
RU2128265C1 |
Authors
Dates
1996-01-27—Published
1993-11-09—Filed