Anti-seismic performance reinforcement and crack repair structure of masonry structure and construction method of same
US11525272B2 · kind B2 · utility
Assignee
Inventor
Key dates
| Filing date | Aug 14, 2020 |
| Grant date | Dec 13, 2022 |
| Priority date | — |
| Expiry date | Apr 14, 2041 |
Classification
- Technology area (CPC E)Fixed Constructions
- CPC primaryE04H9/027
- WIPO fieldCivil engineering
- WIPO sectorOther fields
Abstract
An anti-seismic performance reinforcement structure of a masonry structure and a construction method of the same are proposed, where a deformed bar is constructed to be tied to the entire circumference of the masonry structure at every predetermined height thereof such that the masonry structure is connected to a wall, thereby simplifying a construction process, and inducing the masonry structure and the wall to be moved integrally to each other during an earthquake so as to prevent the masonry wall from collapsing. The method of performing anti-seismic performance reinforcement and crack repair of the masonry structure includes: removing a predetermined depth of a horizontal joint; mounting the cross joint by forcibly press-fitting the cross joint having the press-in holder and the horizontal holder to a perforated position; fixing a deformed bar fixture to the wall; and tying the entire circumference of the masonry structure with the deformed bar.
Source: USPTO / EPO open patent data. Objective bibliographic and citation counts.