Bridge main pier foundation double-layer steel sheet pile diaphragm wall combined cofferdam construction method
The invention discloses a bridge main pier foundation double-layer steel sheet pile diaphragm wall combined cofferdam construction method, and relates to the field of bridge main pier cofferdam construction, and the method comprises the following steps: S1, main pier cofferdam steel casings are inse...
Gespeichert in:
Hauptverfasser: | , , , , , , , |
---|---|
Format: | Patent |
Sprache: | chi ; eng |
Schlagworte: | |
Online-Zugang: | Volltext bestellen |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | The invention discloses a bridge main pier foundation double-layer steel sheet pile diaphragm wall combined cofferdam construction method, and relates to the field of bridge main pier cofferdam construction, and the method comprises the following steps: S1, main pier cofferdam steel casings are inserted at intervals in the range of a rectangular cofferdam; s2, inner-layer steel sheet piles and outer-layer steel sheet piles are inserted and driven in a framing mode, the bottom ends of the inner-layer steel sheet piles and the bottom ends of the outer-layer steel sheet piles are inserted below a riverbed line, and the inner walls of the inner-layer steel sheet piles and the inner walls of the outer-layer steel sheet piles are both coated with waterproof soil layers; s3, an underwater diaphragm wall is constructed between the inner-layer steel sheet pile and the outer-layer steel sheet pile, and the upper portion of the underwater diaphragm wall and the lower portion of the steel sheet pile have a coincident sec |
---|