FIELD: ice technology; erecting ice temporary bridges through natural ice for transport traffic. SUBSTANCE: ice cover is trimmed from snow. Cold free air is periodically injected under ice by means of compressor through holes drilled in ice cover along temporary bridge. EFFECT: enhanced bearing capacity of ice temporary bridge. 1 cl, 1 dwg _
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD FOR BUILDING OF ICE CROSSING | 1999 |
|
RU2149945C1 |
| METHOD FOR CREATING ICE-BOUND CROSSING | 1998 |
|
RU2132898C1 |
| METHOD FOR CREATION OF ICE CROSSING | 1998 |
|
RU2137877C1 |
| METHOD OF MAKING ICE LOAD-CARRYING PLATFORM | 2001 |
|
RU2193620C1 |
| METHOD FOR ERECTING TEMPORARY ICE BRIDGE | 2000 |
|
RU2171331C1 |
| METHOD FOR ERECTING ICE TEMPORARY BRIDGE | 2000 |
|
RU2170789C1 |
| METHOD OF MAKING ICE LOAD-CARRYING PLATFORM | 2001 |
|
RU2193621C1 |
| METHOD FOR CREATION OF ICE-BOUND CROSSING | 1998 |
|
RU2132900C1 |
| METHOD FOR MANUFACTURING LOAD-CARRYING ICE PLATFORM | 2000 |
|
RU2171335C1 |
| METHOD FOR CREATION OF ICE-BOUND CROSSING | 1998 |
|
RU2132899C1 |
