A platform for research: civil engineering, architecture and urbanism
Novel masonry structure with high debris flow impact resistance
The invention belongs to the technical field of structural engineering, and relates to a novel masonry structure with high debris flow impact resistance. The novel masonry structure comprises conventional longitudinal and transverse wall structural systems. Structural columns are arranged at joints of longitudinal and transverse walls, ring beams are arranged at elevation positions of roofs and foundation tops, and crossed light steel diagonal bracings are arranged on the inner sides of wall bodies where front impact of debris flow is borne. The novel masonry structure has the advantages that the novel masonry structure is based on the traditional masonry structure, conventional structural measures that the structural columns are arranged at the joints of the longitudinal and transverse walls and the ring beams are arranged at the roofs are adopted, the novel masonry structure is different from the traditional masonry structure in that the oblique crossed light steel diagonal bracings are arranged on the inner sides of the wall bodies where the front impact of the debris flow is borne, the light steel diagonal bracings are anchored in the structural columns and the ring beams, accordingly, the external plane stiffness of the wall bodies can be enhanced, and the debris flow impact resistance of the wall bodies can be improved.
Novel masonry structure with high debris flow impact resistance
The invention belongs to the technical field of structural engineering, and relates to a novel masonry structure with high debris flow impact resistance. The novel masonry structure comprises conventional longitudinal and transverse wall structural systems. Structural columns are arranged at joints of longitudinal and transverse walls, ring beams are arranged at elevation positions of roofs and foundation tops, and crossed light steel diagonal bracings are arranged on the inner sides of wall bodies where front impact of debris flow is borne. The novel masonry structure has the advantages that the novel masonry structure is based on the traditional masonry structure, conventional structural measures that the structural columns are arranged at the joints of the longitudinal and transverse walls and the ring beams are arranged at the roofs are adopted, the novel masonry structure is different from the traditional masonry structure in that the oblique crossed light steel diagonal bracings are arranged on the inner sides of the wall bodies where the front impact of the debris flow is borne, the light steel diagonal bracings are anchored in the structural columns and the ring beams, accordingly, the external plane stiffness of the wall bodies can be enhanced, and the debris flow impact resistance of the wall bodies can be improved.
Novel masonry structure with high debris flow impact resistance
LI PEIZHEN (author) / CHENG YUANCHAO (author) / LU JIAQING (author)
2015-12-23
Patent
Electronic Resource
English
Fluid–solid interaction dynamic response of masonry structures under debris flow action
Taylor & Francis Verlag | 2013
|Debris flow resistance brickwork structure built by waste tires
European Patent Office | 2020
|Flow Resistance of Inertial Debris Flows
Online Contents | 2013
|