Crossover transfer station between two lines face many
challenges such as transfer congestion, the necessity of large investment to
construct large underground spaces, difficult transportation organization, and
complex pipeline relocation. Therefore, based on previous research results and
practice, a series of countermeasures, such as adopting the "one islandtwo
sides" platform, increasing the number and location of escalators,
expanding the crossover area of the station hall, and optimizing transfer
paths, is proposed to separate the boarding and alighting passenger flows,
realize oneway circulation of transfer passenger flow,
minimize passenger flow intersections, increase buffer zones, and effectively
resolve the contradiction between convenient transfer and congestion. A
passenger flow simulation is performed to optimize the design and achieve the
optimal transfer effect at stations with high passenger flow. In addition, to
solve the problems of suppressed underground space and lack of visibility in
conventional crossover transfer stations, a composite structure is adopted in
the node area to achieve a large span and high floor height and to improve the
spatial scale and passenger comfort. Adopting a small burial depth and large
space for the node areas can reduce costs while improving the transfer function
and spatial effect. The cutandcover topdown method used in the node area
below an intersection improves the safety of deep foundation pits, drastically
reduces the impact of engineering construction on external environments such as
road traffic and municipal pipelines, and reduces the need for temporary
structures such as concrete supports. 〖JP+1〗Thus, these are safe and environmentally friendly measures. Research
and practice have shown that the recommended technologies can achieve an
optimal effect for twoline crossover transfer stations
with large passenger flows.
YAO Xiangui
.
Design of a Cross Transfer Scheme Between "One
IslandTwo Sides" Station and
"Single Island" Station
[J]. Tunnel Construction, 2024
, 44(5)
: 1068
-1076
.
DOI: 10.3973/j.issn.2096-4498.2024.05.014