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Anchoring (es-ES)

The structural frame
The construction (es-ES)
The reinforcement I (es-ES)
The reinforcement II (es-ES)
Quantity/Cost estimation (es-ES)
Detailing drawings (es-ES)
Tomo A´ - Introducción

Materials (es-ES)
To be continued > (es-ES)
Tomo C´ - Introducción

A case of anchoring the reinforcement of the upper floor level

Column rebars must be properly anchored to the upper floor level in order to behave in the correct way.
The most effective way to anchor the upper floor column rebars is by creating a “concrete cap” on the top of the column thus allowing the rebars to be anchored without being bent.

Other cases of anchoring the reinforcement of the upper floor level:
(a) hooks bent at 180°

If the construction of a ‘column cap’ is not a desirable solution due to reasons like e.g. the need for a flat roof, then the column rebars of the upper floor can be anchored according to one of the existing ways.

Other cases of anchoring the reinforcement of the upper floor level:
(b) hooks bend at 90° (case A)

Other cases of anchoring the reinforcement of the upper floor level:
(c) hooks bend at 90° (case B)

Other cases of anchoring the reinforcement of the upper floor level: (d) use of extra dowels bent at 90° (L shaped) or 180 (hair pins)°


Reduction of the column’s section size along its height

The reduction of the column’s size from one storey to the other is not favorable either from a theoretical or from a practical point of view. Especially in columns where earthquake resistant behavior is required it must be avoided.