In order to effectively solve the construction quality
problems such as insufficient thickness and strength of inverted arch, grouting
and mud gushing from construction joints and upward arch, and ensure the safety
of tunnel construction and operation, the tunnel scanning system is used to
detect the excavation section of inverted arch of Zhaotong Tunnel project of
ChongqingKunming Highspeed Railway, so as to ensure
that the thickness of inverted arch meets the design requirements. And then the
hydraulic selfpropelled integral inverted arch trestle
is adopted to optimize the inverted arch arc template, realize sectioned and
layered grouting and vibration, and improve the quality of concrete
construction. The separate type steel formwork at the inverted arch end is
used, the arcshaped belt at the inverted arch end is
prelaid, and rubber back paste and medium steel plate
embedded water stop belt are installed, which improves the quality of
construction joint and reduces the occurrence of mud gushing in construction
joint. The longitudinal drainage pipe and reverse water diversion pipe at the
tunnel bottom are set to optimize the drainage design measures, which help to
solve the problem of upward arch caused by water damage. Finally, the
construction quality management measures for tunnel inverted arch are
formulated and implemented. By adopting the abovementioned
measures in the construction of Zhaotong Tunnel of ChongqingKunming Highspeed Railway, the thickness
and the concrete strength of the inverted arch and the construction joint
quality meet relevant design requirements.
WU Min, HUANG Zhi
. Construction Quality Control Technology of Inverted
Arch of Singletube Doubletrack
Railway Tunnel[J]. Tunnel Construction, 2020
, 40(S1)
: 278
-287
.
DOI: 10.3973/j.issn.2096-4498.2020.S1.036