FIELD: mining.
SUBSTANCE: drilling of the hole is carried out according to the method. A metal anchor with bearing lock and support plate and tensioning element is installed. When supporting mine headings in permafrost conditions, from the heading surface a portion of space between the anchor and hole surface is filled with heat-conducting material with thermal conductivity factor of approximately equal to anchor material. The tension element and support plate are coated with a fire-retardant material, for example, biopyrene, which can change its thermal resistance when air temperature in the heading is increased.
EFFECT: increased bearing capacity of anchor support in emergency situations, for example, in case of underground fire in mine heading driven in dispersed frozen rock.
2 dwg
Title | Year | Author | Number |
---|---|---|---|
ANCHOR FOR FIXATION OF MINE WORKINGS | 2013 |
|
RU2540708C1 |
METHOD OF SETTING ROOF BOLT IN FROZEN ROCK | 0 |
|
SU1601382A1 |
ANCHOR SUPPORT | 0 |
|
SU1006766A1 |
METHOD OF SETTING ROOF BOLT IN FROZEN ROCK | 0 |
|
SU1559184A1 |
VIBRO-DRIVING ANCHOR (VIBROZAN) | 2008 |
|
RU2365758C1 |
ANCHORING BOLTING FOR SLICE MINE DEVELOPMENT | 2003 |
|
RU2234604C1 |
LOCKLESS ANCHOR | 2012 |
|
RU2504659C1 |
ROOF BOLTING AND PROCESS OF ITS ERECTION | 2000 |
|
RU2169842C1 |
ROOF BOLT LOCKED BY FIRING | 2010 |
|
RU2451182C1 |
ANCHORAGE ROOF SUPPORT | 0 |
|
SU934042A1 |
Authors
Dates
2017-12-19—Published
2017-03-16—Filed