Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel reinforcing structure for concrete
The present invention relates generally to a steel reinforcing structure 10 for concrete according to one embodiment of the invention. The steel reinforcing structure is in the form of a cage 10 comprising six (6) reinforcing bars arranged substantially parallel to one another including a pair of common reinforcing bars 12A and 126 located intermediate two (2) pairs of opposing reinforcing bars 14A/B and 16A/B. The reinforcing cage 10 also comprises a plurality of spiral ties including one pair of spiral ties 18A and 18B located on one side of the reinforcing cage 10, and another pair of spiral ties 20A and 20B located on an opposite side of the reinforcing cage 10. The pair of spiral ties 18A/18B on the left hand side of the reinforcing cage 10 are formed in a clockwise direction whereas the other pair of spiral ties 20A/20B on the right hand side of the reinforcing cage 10 are formed in an anticlockwise direction forming a set of the spiral ties. This opposing orientation of the spiral ties such as 18A and 20A is understood to balance loads and stresses in the reinforcing cage 10 which may otherwise twist or distort.
Steel reinforcing structure for concrete
The present invention relates generally to a steel reinforcing structure 10 for concrete according to one embodiment of the invention. The steel reinforcing structure is in the form of a cage 10 comprising six (6) reinforcing bars arranged substantially parallel to one another including a pair of common reinforcing bars 12A and 126 located intermediate two (2) pairs of opposing reinforcing bars 14A/B and 16A/B. The reinforcing cage 10 also comprises a plurality of spiral ties including one pair of spiral ties 18A and 18B located on one side of the reinforcing cage 10, and another pair of spiral ties 20A and 20B located on an opposite side of the reinforcing cage 10. The pair of spiral ties 18A/18B on the left hand side of the reinforcing cage 10 are formed in a clockwise direction whereas the other pair of spiral ties 20A/20B on the right hand side of the reinforcing cage 10 are formed in an anticlockwise direction forming a set of the spiral ties. This opposing orientation of the spiral ties such as 18A and 20A is understood to balance loads and stresses in the reinforcing cage 10 which may otherwise twist or distort.
Steel reinforcing structure for concrete
GULIKOV ALEXEE ANATOLIEVICH (Autor:in)
06.10.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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