Arrangement of auxiliary stage of shaft extension

In the extension-assisted phase, some roadways and diverticulums shall be excavated as required, and deep-deep construction equipment and pipelines shall be arranged to enhance personnel, rock and materials, and to provide ventilation and drainage channels.
The elevation of the extension assist phase is
determined by the height H from the production phase to the auxiliary phase . The H value can be calculated as follows:
Where H is the height from the production phase to the auxiliary phase, m ;
H1—the height of the stop position before the unloading of the sealing plate to the bucket in the auxiliary stage, m ;
H2—the total height of the bucket and the connecting device, h2=a+b+c+d , m ;
H3———The height of the over-winding, from the normal stop position of the carriage to the bucket before unloading, until the bucket continues to lift the height of the carriage to the steel beam or the balance wheel, not less than 4m according to the safety regulations ;
H4—the height required to lift the crane when installing the sky wheel, m ;
H5———The height of the top plate is 0.6m ;
H6———the height of the rock pillar, 8~10m ; the height of the artificial protection plate is 4~8m ;
H7—the height above the rock pillar or from the artificial protection plate to the production stage. In most cases, this distance is equivalent to the depth of the bottom hole, m ;
a ———the height of the bottom of the bucket to the lifting beam of the bucket, m ;
b ———The height of the lifting beam to the lower rope card, m ;
d ———The height of the upper rope to the top of the umbrella, m .
When the main and auxiliary wells are deepened and the bottom hole elevation is similar, the two wells should share one auxiliary blind well and one auxiliary stage; when the difference between the two well bottom elevations is large, in order to overcome the excessive protection of the auxiliary shaft, the two wells An auxiliary blind well is still shared and each has an auxiliary phase.


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