double wall prestressed concrete tank
The invention presents a non-metallic laminated composite reinforcing rod for use in reinforced or prestressed concrete.
The invention relates to a gravity foundation for an offshore structure, especially for a wind turbine, comprising a prestressed concrete footing (2) supporting a hollow concrete shaft.
The invention relates to a multispan girder (1) consisting of concrete, especially reinforced concrete or prestressed concrete.
A reinforcing cable for a prestressed concrete structure is disclosed.
The present invention relates to a method for the continuous construction of PSC composite girders using cross beams as fixing parts.
The present invention relates to a construction method for simple bridges or continuous bridges using prestressed concrete girder (PSC girder) and precast slabs (PSC slabs).
The floating platform is made of pre-stressed concrete and/or pre-stressed lightweight concrete and/or pre-stressed fiber concrete.
rope for reinforcing of pre-stressed concrete
A mould bed for fabricating pre-stressed concrete elements has a mould frame (8) that extends between the ends of the bed.
open-textured concrete jointed culvert
The outer concrete skin (51) is formed integrally with a steel reinforced concrete base (60) in turn formed integrally with a steel reinforced concrete floor.
The gutter (1) is made of concrete, either cast using a template (18), or manufactured from precast concrete.
This invention relates to a complex fiber string used as a tension member of a PC structure.
Further, a tank comprising concrete elements prestressed both horizontally and vertically.
The invention relates to a reinforced or pre-stressed concrete part which is subjected to a transverse force (Q).
Pre- stressed concrete pyramidal tower (100) for wind power generators or chimneys, being bilt up of triangular sections, which comprise flat (30) and curved (20) joining segments, the curved segments (20) having the same curvature and dimensions.
The present bridge, in pre-stressed concrete, was inaugurated in 1976.
The type of architecture required the use of pre-stressed, post-tensioned concrete.
The prestressed concrete bridge was built between 2006 and 2013.
PC steel wires (22) project upward from the four corners of an upper edge (10A) of a concrete post (10).
Prestressed concrete ceilings are stabilized with steel wires
Requêtes fréquentes français :1-200, -1k, -2k, -3k, -4k, -5k, -7k, -10k, -20k, -40k, -100k, -200k, -500k, -1000k,
Requêtes fréquentes anglais :1-200, -1k, -2k, -3k, -4k, -5k, -7k, -10k, -20k, -40k, -100k, -200k, -500k, -1000k,
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