Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction of 20 ft deep excavation for 14 story office building in Montreal, Canada, required final system of tiebacks into rock, pipe corner braces, rakers and two ways of attaching 3 in. planking to soldier piles; soldier piles were driven to refusal around perimeter of property and were spaced between 6 and 7 ft; caissons around perimeter of building were Franki displacement piles; rakers preloaded to 50 tons hold back shoring on subway and ventilation tunnel sides of excavation; rakers rest on 12BP53 dead-men driven to refusal on two to one slope; welded brackets connect rakers to both deadmen and walers placed on soldier piles.
Construction of 20 ft deep excavation for 14 story office building in Montreal, Canada, required final system of tiebacks into rock, pipe corner braces, rakers and two ways of attaching 3 in. planking to soldier piles; soldier piles were driven to refusal around perimeter of property and were spaced between 6 and 7 ft; caissons around perimeter of building were Franki displacement piles; rakers preloaded to 50 tons hold back shoring on subway and ventilation tunnel sides of excavation; rakers rest on 12BP53 dead-men driven to refusal on two to one slope; welded brackets connect rakers to both deadmen and walers placed on soldier piles.
Shoring deflects less than 1 in
Eng and Contract Rec
Salmins, G. (Autor:in)
1967
3 pages
Aufsatz (Zeitschrift)
Englisch
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| Springer Verlag | 2022
| Engineering Index Backfile | 1935
SHORING SYSTEM, BEAM ASSEMBLY FOR A SHORING SYSTEM, AND SHORING SYSTEM COMPONENTS
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