A method for expanding shield construction of subway stations with curved pipe jacking support structure
A technology for supporting structures and subway stations, which is applied in underground chambers, earthwork drilling, wellbore lining, etc. It can solve the problems of large impact on building safety, high construction risk, and inconvenient excavation, and achieve short construction time , simple process and high construction efficiency
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Embodiment 1
[0040] The method for expanding the shield construction subway station of the curved pipe jacking support structure provided by the present invention, the construction principle is as follows figure 1 shown, including the following steps:
[0041] (1) Use the shield method to construct the underground space reserved for the subway station to form a shield tunnel. The shield tunnel is supported by the shield segments, which include the top segment 1, the upper shield segment 2, and the middle shield tube. sheet 3 and negative sheet 4, the left vertical temporary support 5 and the right vertical temporary support 6 are symmetrically installed in the shield tunnel, and the pipe jacking working platform 15 is installed on the upper part of the shield tunnel, such as image 3 shown;
[0042] (2) Install the pipe jacking equipment on the pipe jacking working platform 15, drill and cut symmetrically on both sides of the shield segment top piece 1 and install the orifice device as the ...
Embodiment 2
[0048] The method for expanding the shield construction subway station of the curved pipe jacking support structure provided by the present invention, the construction principle is as follows figure 1 shown, including the following steps:
[0049] (1) Use the shield method to construct the underground space reserved for the subway station to form a shield tunnel. The shield tunnel is supported by the shield segments, which include the top segment 1, the upper shield segment 2, and the middle shield tube. sheet 3 and negative sheet 4, the left vertical temporary support 5 and the right vertical temporary support 6 are symmetrically installed in the shield tunnel, and the pipe jacking working platform 15 is installed on the upper part of the shield tunnel, such as image 3 shown;
[0050] (2) Install the pipe jacking equipment on the pipe jacking working platform 15, drill and cut symmetrically on both sides of the shield segment top piece 1 and install the orifice device as th...
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