To address, mitigate,
or prevent thermal environmental issues arising
from the heat dissipation of high-temperature surrounding rocks in
deep hot tunnels, a research proposal is put forward based on previous
studies and the team’s initial experiments. The proposal involves
using mechanical and chemical foaming to enhance the thermal insulation
properties of foamed concrete, and this will be tested through engineering
verification. Different proportions of cementitious materials, latex
powder, polypropylene fiber, and self-made composite foam materials
were designed using an orthogonal approach for testing the macroperformance
and microstructure of foamed concrete. The pore structure of foamed
concrete was quantitatively analyzed by Image-Pro Plus 6.0 software,
and a fitting expression was established between thermal conductivity
and the number of pores (1–2 mm). Characteristics of heat transfer
inside the foam concrete were simulated and analyzed using COMSOL
software, and the transmission path of heat streamline was found to
be ″concave-convex form″, illustrating the blocking
effect of foam concrete on heat. A thermal insulation engineering
model was created using Fluent software to investigate the effects
of thermal insulation layer thickness, water gushing heat release,
seasonal factors, and other working conditions on the airflow temperature
in the roadway before and after the application of foam concrete.
The simulation results demonstrate that foam concrete can effectively
reduce the airflow temperature in the roadway and weaken the surrounding
rock heat dissipation. Additionally, it is found that the decreasing
rate of heat dissipation of surrounding rock increases with the increase
of insulation layer thickness, proving the engineering applicability
of foam concrete for roadway insulation. The research results provide
a theoretical basis and practical guidance for heat damage control
of deep mining roadway.