A Method and Structure for Subway Station Expansion in Soft Ground Based on Inserting and Freezing Method
A technology of subway station and freezing method, which is applied in the fields of earthwork drilling, underground chamber, shaft equipment, etc., can solve the problems of short division of shield construction section, deformation of subway and surrounding soil mass, and damage of existing operating subway, etc. Achieve the effect of good deformation control effect, short engineering period and high construction efficiency
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Embodiment 1
[0043] Such as figure 1 As shown, the subway and station expansion structure of this embodiment include shield tunnels, intermediate platforms connected between two parallel shield tunnels and communicated with the shield tunnels, and frozen soil layers 16 wrapped outside the intermediate platforms.
[0044]Among them, the intermediate platform includes a top lining unit and a bottom lining unit, side columns and a structural floor. The top lining unit and the bottom lining unit are arranged between the shield tunnels and are symmetrical up and down. The frozen soil layer 16 is along the top lining unit and the bottom lining unit. The arched outer surface is laid out. Both the top lining unit and the bottom lining unit include curved casing layers distributed at intervals on the outer side, a waterproof layer and station lining 14 sequentially arranged inside the curved casing layers. The curved casing layer is composed of multi-section seamless curved casings 6 with a length...
Embodiment 2
[0057] The subway of present embodiment, station extension structure are identical with embodiment 1.
[0058] The subway and station expansion method based on the casing concrete beam insertion method of the present embodiment are specifically realized by the following steps:
[0059] The extension structure of the above-mentioned subway and station is constructed by the following method of extending the subway station on soft ground based on the method of inserting and freezing beams, and it is specifically realized by the following steps:
[0060] 1) Upper and lower perforations 1 are respectively set on the relative positions of the shield segments of the two parallel shield tunnels. The diameter of the perforation 1 is larger than the diameter of the curved sleeve 6 ± 3mm, so that the curved sleeve 6 can be pushed smoothly.
[0061] 2) Set up the reaction force frame 2 in the shield tunnel on both sides, fix the reaction force support 3 and the guide frame 5 on the reacti...
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