FIELD: blasting.
SUBSTANCE: breaking is carried out by periodic camouflet effect along charge length due to placement of explosives into water impermeable shell arranged with periodically varying diametre in the form of concave arch rotation surface in section along charge length,' besides, length of rotation arch chord ("Ш") is equal to two diametres of charge, diametre of narrow part of water impermeable shell (in m) makes where b = (21.25 ÷ 54)·D - distance between wells, m; D - diametre of charge, m; and radius of concave arch makes (in m)
EFFECT: invention makes it possible to increase efficiency of directed breaking of rocks.
1 dwg, 1 tbl
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR DIRECTED BREAKING OF ROCKS | 1988 |
|
SU1840795A1 |
METHOD FOR DIRECTED BREAKING OF ROCKS | 1988 |
|
SU1840800A1 |
METHOD FOR BLAST BREAKING OF ROCKS | 1989 |
|
SU1840796A1 |
CHARGE ES | 1989 |
|
SU1840801A1 |
METHOD FOR CHARGE INITIATION | 1989 |
|
SU1840798A1 |
METHOD FOR INITIATION OF DEEP-HOLE EXPLOSIVE CHARGES | 2000 |
|
RU2169899C1 |
METHOD FOR INITIATION OF DEEP-HOLE EXPLOSIVE CHARGES | 1989 |
|
RU2138771C1 |
METHOD FOR DETERMINING KNOCK ATTENUATION | 2020 |
|
RU2748830C1 |
CHARGING SHAPING UNIVERSAL HOSE | 2024 |
|
RU2823362C1 |
METHOD FOR DRIVING OF RAISES WITH ROCK BREAKING BY DEEP-HOLE CHARGES | 2003 |
|
RU2271513C2 |
Authors
Dates
2010-02-10—Published
1988-04-20—Filed