
1. Good control of settlement
Due to the simultaneous completion of pre cut groove excavation and concrete pouring, stress release causing soil strain is avoided.
2. Continuous arch shell, highly stable
Due to the prefabrication of continuous arch shells along the transverse direction of the tunnel, there are overlaps between arches along the longitudinal direction of the tunnel, forming a continuous spatial arch structure with high mechanical stability;
Due to the use of mechanized cutting construction, damage to the surrounding rock can be reduced.
3. Economic convenience
As an independent tunnel excavation construction technology, avoid secondary lining such as shotcrete and steel arch support operations.

project |
unit |
parameter |
YQC7000 | ||
Whole machine weight |
kg |
195000 |
complete machineSize: Long×wide×tall |
mm |
24500×7500×7200 |
Electric Generalpower |
kW |
500 |
Cutting depth |
m |
0~8 |
Groove thickness |
m |
0.35 |
Cutting line speed of chain cutter |
m/min |
0~85 |
Cutting elevation angle |
º |
0~7 |
Rock and soil compressive strength |
MPa |
≤40 |
Central axis rotation angle |
º |
0~210 |
Central axis rotation speed |
rpm |
0~0.11 |
Effective cutting radius |
m |
5.65~7.32 |
Ground pressure ratio for walking |
KPa |
212 |
Working power supply |
v |
10000/400 |
Ground clearance height of the central axis |
mm |
21902780 |
Cable drum travel |
m |
100 |
track gauge |
m |
4.1 |
Track grounding length |
m |
5.09 |
track shoe width |
m |
0.9 |
maximumclimbingcapacity |
% |
10 |
Maximum driving speed |
km/h |
1.4 |
Working grounding voltage ratio |
KPa |
84 |
hydraulic system pressure |
MPa |
35 |