FIELD: bridge crane underway construction. SUBSTANCE: performed is levelling of crane underway made up of at least three sections with each of them accommodating girder resting on supporting column. Determined are values of deviation of girders from straight line in vertical and horizontal planes above each of columns. Girders are connected by removable cover plates above intermediate columns, and released are anchor bolts which fasten girders on extreme columns. For vertical displacement of track sections with released fasteners, middle section of underway track is subjected to load by mass of crane. For vertical displacement of girders in zones of intermediate columns, released are anchor bolts on these columns, and corresponding extreme sections of underway track are subjected to load by mass of crane. EFFECT: high efficiency. 2 dwg
Title | Year | Author | Number |
---|---|---|---|
DEVICE FOR JOINING CRANE-RUNWAY STRUCTURE WITH COLUMN | 1995 |
|
RU2141547C1 |
CRANE RUNWAY STRENGTHENING METHOD | 1994 |
|
RU2114045C1 |
PORTAL CRANE STRUCTURE | 2002 |
|
RU2235673C2 |
METAL CRANE RUNWAY STRUCTURE | 1992 |
|
RU2095527C1 |
PROCEDURE RESTORING DESIGN POSITION OF SUNK COLUMN OF FRAME | 2000 |
|
RU2188278C2 |
ARRANGEMENT FOR SECURING SUB-CRANE GIRDERS TO COLUMNS | 0 |
|
SU945054A1 |
METHOD AND DEVICE FOR STRENGTHENING OF DOUBLE-TEE CRANE-RUNWAY GIRDER | 1995 |
|
RU2126768C1 |
CRANE TRACK | 0 |
|
SU1248937A1 |
CRANE RUNWAY STRUCTURE | 2001 |
|
RU2227117C2 |
APPARATUS FOR STRAIGHTENING CRANE-SUPPORTING GIRDERS | 0 |
|
SU998306A1 |
Authors
Dates
1998-02-10—Published
1993-11-09—Filed