Grigory
ArboristSite Member
Yesterday we did the work on removal of a pine. DBH= 40 cm.(16”) 66’ tall. The tree was very dangerous, however below described measures have enabled to execute work successfully. We for the first time have applied such system.
In the bottom part of a tree there was a open crack. The crack went at first across a trunk on ~1/3 diameters, then along a trunk on length ~50 cm.(20”) (After removal the cross cut of a trunk in a place of a crack was made. The local decay on half of diameter was found out ) During a not strong wind this crack was opened up to 1 ñì. Before climbing on a tree he should be strengthened. The “brace” was imposed on a trunk. The brace represented a Ï-figurative steel beam 6’x 2’ and long 2 meters (~ 7’) The beam fastened to a trunk by four straps with ratchet buckle. The tension everyone straps was about 800 kg (0,8 tons) After imposing the brace the crack was completely closed. The guy also was install in addition.
In the bottom part of a tree there was a open crack. The crack went at first across a trunk on ~1/3 diameters, then along a trunk on length ~50 cm.(20”) (After removal the cross cut of a trunk in a place of a crack was made. The local decay on half of diameter was found out ) During a not strong wind this crack was opened up to 1 ñì. Before climbing on a tree he should be strengthened. The “brace” was imposed on a trunk. The brace represented a Ï-figurative steel beam 6’x 2’ and long 2 meters (~ 7’) The beam fastened to a trunk by four straps with ratchet buckle. The tension everyone straps was about 800 kg (0,8 tons) After imposing the brace the crack was completely closed. The guy also was install in addition.