In order to reveal the influence of the hydration heat
generated by the secondary lining during high geotemperature tunnel
construction on the service performance of the thermal insulation layer and
further optimize the thickness of the insulation layer, the finite element
numerical analysis method is used to study the heat transfer law of the
insulation layer under the interaction of hydration heat and high rock
temperature during the construction of the high geotemperature tunnel. The
field measurement and numerical simulation is compared with the rock
temperature change law behind the primary support to verify the rationality of
the model. On this basis, the comprehensive influence of the thickness of the
insulation layer and the convective heat transfer coefficient on the
temperature field of the secondary lining is discussed. The results indicate
that: (1) After pouring the secondary lining, the main heat transfer of the
insulation layer is divided into three stages. The thermal insulation layer is
in a heated state on both sides, i.e. the heat in the rock mass and that of
hydration transfer to the insulation layer at the same time, the heat of
hydration flows from the secondary lining side through the thermal insulation
layer to the primary support side, and the heat in the rock mass flows from the
primary support side through the thermal insulation layer to the secondary
lining side. (2) The temperature of the thermal insulation layer near the
secondary lining increases first and then decreases, and reaches the peak value
of nearly 57 ℃ in the second stage. The temperature of the heat insulation layer
near the primary support increases to a stable value of about 58 ℃. (3) Due to the existence of the thermal insulation layer, it is
difficult for the secondary lining to conduct hydration heat through the
surrounding rock, and most of the heat can only be dissipated by convection
heat transfer with the air in the tunnel. Moreover, the closer the part of the
secondary lining to the thermal insulation layer, the later the temperature
peak appears and the higher the peak. (4) The use of 9 cmthick insulation layer and ventilation equipment that can provide an
additional 2 274.342 4 m3/min required air volume and
can achieve a relatively good cooling effect.
WANG Zhijie, LIN Ming, JIANG Yifan, DENG Yuhang, WEI Ziqi, LI Jinyi, LIU Xinxing, ZHOU Ping
.
Optimizing Thickness of Thermal Insulation Layer of
High Geotemperature Tunnel
Considering Hydration Heat of Secondary Lining
[J]. Tunnel Construction, 2021
, 41(S1)
: 1
.
DOI: 10.3973/j.issn.2096-4498.2021.S1.001