Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
H: stp\Inter woven\NRPortbl\DCC\STP\11488233_1docx-29/09/2016 - 35 A method for use in constructing a post-tensioned concrete slab in a slab formwork, the method including: providing a plurality of prefabricated reinforcement modules, each prefabricated reinforcement module being formed from an arrangement of interconnected reinforcing bars to define: opposing first and second shelf portions; and an end portion extending between respective edges of the shelf portions; arranging the plurality of prefabricated reinforcement modules in the slab formwork so that the first and second shelf portions of each prefabricated reinforcement module provide respective regions of lower and upper slab reinforcement layers, wherein arranging the plurality of prefabricated reinforcement modules includes locating prefabricated reinforcement modules at least around a perimeter of the slab formwork so that the end portion of each prefabricated reinforcement module faces towards the perimeter of the slab formwork; and connecting respective shelf portions of adjacent prefabricated reinforcement modules to form continuous upper and lower slab reinforcement layers. Fig. 1 Provide prefabricated reinforcement 100 modules Arrange modules to provide regions of 110 upper and lower slab reinforcement layers Connect modules to form continuous 120 upper and lower slab reinforcement layers Fig. 1
H: stp\Inter woven\NRPortbl\DCC\STP\11488233_1docx-29/09/2016 - 35 A method for use in constructing a post-tensioned concrete slab in a slab formwork, the method including: providing a plurality of prefabricated reinforcement modules, each prefabricated reinforcement module being formed from an arrangement of interconnected reinforcing bars to define: opposing first and second shelf portions; and an end portion extending between respective edges of the shelf portions; arranging the plurality of prefabricated reinforcement modules in the slab formwork so that the first and second shelf portions of each prefabricated reinforcement module provide respective regions of lower and upper slab reinforcement layers, wherein arranging the plurality of prefabricated reinforcement modules includes locating prefabricated reinforcement modules at least around a perimeter of the slab formwork so that the end portion of each prefabricated reinforcement module faces towards the perimeter of the slab formwork; and connecting respective shelf portions of adjacent prefabricated reinforcement modules to form continuous upper and lower slab reinforcement layers. Fig. 1 Provide prefabricated reinforcement 100 modules Arrange modules to provide regions of 110 upper and lower slab reinforcement layers Connect modules to form continuous 120 upper and lower slab reinforcement layers Fig. 1
POST-TENSIONED SLAB REINFORCEMENT
MACK RODNEY (Autor:in)
03.11.2016
Patent
Elektronische Ressource
Englisch
Damage and Its Reinforcement of Post-tensioned Prestressed Concrete Bridge Slab
| British Library Conference Proceedings | 1994