Construction method for super-large-section double-arch tunnel in soft stratum
The invention provides a construction method of a super-large-section double-arch tunnel in a soft stratum, which comprises the following steps of: excavating a middle pilot tunnel of the tunnel, constructing a middle partition wall in the middle pilot tunnel, excavating a side pilot tunnel of a rig...
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Format: | Patent |
Sprache: | chi ; eng |
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Zusammenfassung: | The invention provides a construction method of a super-large-section double-arch tunnel in a soft stratum, which comprises the following steps of: excavating a middle pilot tunnel of the tunnel, constructing a middle partition wall in the middle pilot tunnel, excavating a side pilot tunnel of a right tunnel hole, excavating an upper step of the side pilot tunnel of the right tunnel hole and constructing a support, and then excavating a lower step of the side pilot tunnel of the right tunnel hole and constructing a support. A three-step core soil reserving method is adopted to excavate a main hole of a right tunnel hole, a secondary lining of the right tunnel hole is constructed, a side pilot tunnel of a left tunnel hole is excavated, an upper step of the side pilot tunnel of the left tunnel hole is firstly excavated and supported, and then a lower step of the side pilot tunnel of the left tunnel hole is excavated and supported. And a main hole of the left hole of the tunnel is excavated by adopting a three-s |
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