FIELD: construction.
SUBSTANCE: method to expand berthing facilities includes submerging piles, pile shells into soil, concreting a foundation grill onto them and installation of a crane beam, provides for performance of works in front of an expanded berth. In parallel to its cordon at a distance of a bridge crane track width with cantilevers, an additional narrow berth is built to reach large depths. A row of batter piles is deepened in addition to vertical support piles to perceive load from impact of a moored vessel. Crane beams are installed separately on an additional narrow berth and on a cordon of an expanded berth. At the same time a canal is created for passage of vessels with low draft between the additional narrow berth and the expanded berth under the middle part of the bridge crane with cantilevers.
EFFECT: using a group of inventions will make it possible to ensure higher efficiency of handling works from a vessel to a vessel in a water area or near a harbour berth, and also to expand berthing facilities to reach larger depths.
11 cl, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
FLOATING RE-LOADER | 2006 |
|
RU2394749C2 |
METHOD OF RECONSTRUCTION OF BERTHING FACILITIES | 2000 |
|
RU2180028C2 |
ICE BERTH | 2021 |
|
RU2764806C1 |
METHOD FOR BERTH STRUCTURE RECONSTRUCTION | 2003 |
|
RU2259441C1 |
PLATFORM FOR INSTALLATION OF GROUND ANCHORS INTO MOORING STRUCTURE | 2008 |
|
RU2393289C1 |
MOORING EMBANKMENT | 0 |
|
SU1629370A1 |
TEMPORARY FLOATING BERTH | 2022 |
|
RU2782206C1 |
CLAMPING SEGMENTARY DEVICE FOR REPAIR OF METAL AND CONCRETE FOUNDATIONS OF HYDRAULIC STRUCTURES IN THE UNDERWATER ZONE AND VARIABLE WATER LEVEL | 2015 |
|
RU2616378C2 |
MOORING STRUCTURE | 0 |
|
SU1687712A1 |
MOORING BUFFER DEVICE | 0 |
|
SU1548324A1 |
Authors
Dates
2012-08-27—Published
2010-07-02—Filed