FIELD: building. SUBSTANCE: installation consists of main frame 1, guide 2 with pressure head 3 mounted for movement along guide 2 and actuated by power cylinders 4. The main frame is disposed on base 5. Attached to the base are blocks 6 with recesses 7 to pass sheet piles 8. Design of the installation excludes necessity in turning the pressure head and displacing clamp bolts. EFFECT: reduced time required for sinking and withdrawing sheet piles. 4 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD OF CONSTRUCTION OF UNDERGROUND STRUCTURE | 1994 |
|
RU2042013C1 |
| METHOD FOR TRENCHLESS LAYING OF PIPELINES AND DIRECTED DRILLING MACHINE | 1996 |
|
RU2075574C1 |
| GRINDING AND POLISHING TOOL | 1994 |
|
RU2136482C1 |
| JIG FOR JOINING PILING WALL PILES | 0 |
|
SU1344866A1 |
| LOCK FOR CONNECTION OF SHEET PILES | 1996 |
|
RU2103442C1 |
| PROCESS OF FORMATION OF SHEET PILING OF FOUNDATION PIT IN MARSH AND GEAR FOR ITS IMPLEMENTATION | 1996 |
|
RU2122071C1 |
| FORCE MEASURING DEVICE | 1995 |
|
RU2111463C1 |
| SLEWING DEVICE OF HYDRAULIC MANIPULATOR SUPPORT POST | 1995 |
|
RU2091292C1 |
| METHOD FOR BERTH STRUCTURE RECONSTRUCTION | 2003 |
|
RU2259441C1 |
Authors
Dates
1997-12-20—Published
1996-02-02—Filed