Application of Self-drilling Hollow Grouting Bolt in Roadway Bulging Treatment
by Anna S. Optimization SpecialistThe section of the inner water silo roadway of a coal mine is
designed as a straight wall semi-circular arch, and the excavation section is
3840mm wide and 2920mm high. The original design was anchor mesh and spray
support, and then it was optimized for reinforced concrete masonry support, and
the bottom plate was paved with concrete. After the roadway was used for one
year, a large area of kick drum appeared, and the maximum
volume of the kick drum was 900mm, which seriously affected the volume of the
water tank and the safety of the roadway.
Cause Analysis
Judging from the on-site damage situation, the bottom bulge of the
inner silo roadway is mostly after the pressure of the surrounding rock on the
roof is transmitted to the bottom plate. Because the mudstone of the bottom
plate is relatively broken, it cannot effectively support the transferred
pressure and is transmitted to the coal seam with a thickness of about 900mm
below the bottom plate, which is caused by the compression of the coal seam.
Construction Method
According to the situation of the bottom drum in the roadway of the
inner water silo, and considering that the rock fissures are relatively
developed, it is determined that the anchoring support technology is used to
control the bottom drum, and the self-drilling hollow grouting bolt is used.
The anchor rod is anchored with resin at the end, and the rod body is made of
seamless steel pipe or high-strength steel pipe, with a specification of
jb25mmx2 500mm; the rod body is distributed with slurry diffusion holes. After
the grouting pipe is connected to the tail of the rod body, grouting can be
carried out.
Grouting Design
The grouting material is a single-liquid cement slurry with a
water-cement ratio of 0.8 to 1.0.
(1) The depth of the grouting hole. It matches the length of the
hollow bolt, which is 2.4m.
(2) Grouting pressure. There is basically no hydrostatic pressure in
the surrounding rock, and the grouting pressure only needs to overcome the
resistance of the slurry flow, and at the same time
Make the slurry spread too far to avoid wasting grouting material.
According to this requirement, the grouting pressure is determined to be
1.0-1.5MPa, and the maximum grouting pressure is 2MPa.
(3) Slurry diffusion distance. Generally controlled within the range
of 1 ~ 3m. The front of each shift is used to drill the bolt eye and install
the bolt; the rear (20-30m from the working face) is used for grouting, and the
interval grouting method is adopted.
Construction Technology
1. First use the pickaxe to brush the two gangs and undercover
agents in the big roadway, and clean the bottom plate. The broken concrete
blocks, gangue and floating coal excavated by brushing are loaded into the 1.5t
U-shaped mine car and lifted to the ground through the auxiliary shaft for
discharge.
2. Then pour 300mm thick concrete reverse arch. After the
anti-bottom arch concrete reaches the design strength, drill the bolt hole and
install the self-drilling hollow grouting bolt according to the design
requirements.
3. When installing the anchor rod, use an 18mm threaded steel ladder
beam to fix the anchor rod.
4. After the bolt is installed, use the exposed bolt hole to grout
and reinforce the surrounding rock at the bottom. The grouting is carried out
from the inside to the outside, and the left and right operations are performed
in sequence. First, grout the bolts according to the row spacing of 2.0m; after
grouting for 20m, then return to insert the grouting, and the row spacing is
also 2.0m. Each section is filled with bottom corner anchors first, and then
bottom anchors; while installing the anchors, install reinforced ladder beams
and pre-tighten the anchors; after grouting, tighten the anchor nuts and
backing plates.
Support Effect
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Created on Aug 4th 2022 02:04. Viewed 102 times.