The invention discloses an
active control and collaborative support construction method for an inclined shaft open channel-hidden
tunnel junction section, and belongs to the technical field of mine and
tunnel engineering construction. The method sequentially comprises the following steps that guniting protection is conducted on an open channel excavation upward slope, and a
surface stress closed shell is formed; an advanced
pipe shed is constructed on the arch portion of the hidden tunnel, grouting is conducted, and a deep pressure-bearing arch and a composite stress shell are formed; mechanical excavation is conducted under protection of the composite pre-
supporting system, and a U-shaped steel retractable support is immediately erected to serve as a temporary support; a
reinforced concrete permanent well wall is constructed on the inner side of the temporary support; and finally, wall back grouting backfilling reinforcement is carried out, and a full-ring closed three-dimensional waterproof and drainage
system is formed. The core of the method lies in that a linked
active control and collaborative
supporting system is constructed, and the industrial problems that surrounding rock of the light and shade junction section is poor in stability and prone to collapse and
water seepage are effectively solved through temporary and permanent supporting conversion combining composite pre-supporting, yielding and
pressure resistance and three-dimensional water prevention; and the construction safety and the
engineering quality are obviously improved.