Architectural structure and manufacturing method thereof
A building structure and integrated technology, applied in the direction of building components, building structures, buildings, etc., can solve the problems of poor site environment, long production cycle, unreliability, etc., reduce construction sewage and garbage, and have high anti-seismic and anti-shear performance , the effect of not easy stress concentration fracture
Inactive Publication Date: 2015-09-09
张跃
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Problems solved by technology
[0002] In traditional building structures, shear walls are generally provided, but in prefabricated building structures of steel structures or steel-concrete structures, shear walls are rarely used, and the existing shear walls are generally concrete with internal reinforcement. The structure is bulky, the effect of bearing shear force is weak, and the strength of wind and earthquake resistance is not enough
In addition, the existing shear walls all adopt the method of on-site pouring, which has complicated operation, high noise, a lot of construction waste, poor site environment, and long production cycle, especially not suitable for large-scale high-speed assembly production, and the existing After pouring and forming, it does not form an organic overall structure with the girder, the connection is not tight and reliable, the shear force is poor, and it is easy to generate stress concentration at the joint, resulting in shear failure and fracture
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[0023] A building structure, including columns, main boards, girders 2, and shear walls 1, the columns are installed on the girders 2, the main girders are installed on the girders 2, and most importantly, there is a Shear wall 1.
[0024] The shear wall 1 is a pure steel shear wall 1 , or a concrete shear wall 1 , or a steel-concrete shear wall 1 . In this embodiment, the shear wall 1 adopts a special structure, which is composed of a centrally surrounded force-bearing module and concrete 13. The centrally surrounded force-bearing module includes a central steel plate 11 and a steel cage 12 arranged around the central steel plate 11. The steel cage 12 is connected as a whole by the vertical thin steel bars evenly arranged on the periphery of the central steel plate 11 with steel wires, and the central surrounding force-bearing module is embedded in the interior of the concrete 13, see figure 2 .
[0025] In order to improve the overall bonding performance and mechanical pe...
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The invention relates to an architectural structure and a manufacturing method thereof. The architectural structure comprises columns, main slabs, girders and shear walls. The girders are disposed at upper and lower ends of the shear walls. The shear walls are integrally connected with the girders above and below, by means of welding, screwing, riveting or prefabricating. The architectural structure has the advantages such that factory prefabrication is available, field assembly speed is high, a construction site has little waste, integral bonding strength is high, seismic and shear resistance is high, and joints rarely break due to stress concentration.
Description
technical field [0001] The invention relates to the technical field of buildings, in particular to a building structure and a manufacturing method thereof. Background technique [0002] In traditional building structures, shear walls are generally provided, but in prefabricated building structures of steel structures or steel-concrete structures, shear walls are rarely used, and the existing shear walls are generally concrete with internal reinforcement. The structure is bulky, weak in bearing shear force, and insufficient in wind and earthquake resistance. In addition, the existing shear walls all adopt the method of on-site pouring, which has complicated operation, high noise, a lot of construction waste, poor site environment, and long production cycle, especially not suitable for large-scale high-speed assembly production, and the existing After pouring and forming, it does not form an organic overall structure with the girder. The connection is not tight and reliable, ...
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IPC IPC(8): E04B1/00E04B2/56E04B2/60E04G21/00
Inventor 张跃
Owner 张跃