A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
The method comprises a hollow tubular column 15 and connected gusset plates 23 configured to form bi-axial moment connections with beams in a building framework. The method comprises using the column as a jig to locate gusset plates for assembling the gusset plate assembly. Some of the gusset plates are coupled together and the gussets are also attached to the column, wherein the connections between the respective gussets is separate from the connection of the gussets and the column. Also claimed is another method of creating another assembly. The method comprises playing a column in a first horizontal position, positioning a gusset plate on an upwardly facing portion of the column, then mating second and third gusset plates with the first gusset plate. The column is rotated and a fourth plate is mated to the second and third plates and rigidly interconnecting the plates with each other on the column. The interconnection between the gusset plates may be using slots located on each plate. The plates may be connected to the column using welds.
Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
The method comprises a hollow tubular column 15 and connected gusset plates 23 configured to form bi-axial moment connections with beams in a building framework. The method comprises using the column as a jig to locate gusset plates for assembling the gusset plate assembly. Some of the gusset plates are coupled together and the gussets are also attached to the column, wherein the connections between the respective gussets is separate from the connection of the gussets and the column. Also claimed is another method of creating another assembly. The method comprises playing a column in a first horizontal position, positioning a gusset plate on an upwardly facing portion of the column, then mating second and third gusset plates with the first gusset plate. The column is rotated and a fourth plate is mated to the second and third plates and rigidly interconnecting the plates with each other on the column. The interconnection between the gusset plates may be using slots located on each plate. The plates may be connected to the column using welds.
Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
DAVID L HOUGHTON (author)
2018-04-11
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
FORMING COLUMN ASSEMBLIES FOR MOMENT RESISTING BI-AXIAL BEAM-TO-COLUMN JOINT CONNECTIONS
| European Patent Office | 2018
Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
| European Patent Office | 2019
FORMING COLUMN ASSEMBLIES FOR MOMENT-RESISTING BIAXIAL BEAM-TO-COLUMN JOINT CONNECTIONS
| European Patent Office | 2018
Gusset plate and column assembly for moment resisting bi-axial beam-to-column joint connections
| European Patent Office | 2018
GUSSET PLATE AND COLUMN ASSEMBLY FOR MOMENT RESISTING BI-AXIAL BEAM-TO-COLUMN JOINT CONNECTIONS
| European Patent Office | 2018