Installation method of steel structure house top beam column universal joint structure

Abstract

The invention discloses an installation method of a steel structure house top beam column universal joint structure. The installation method comprises the following steps that a top beam column is provided; a pressure warning indicator is provided; the universal joint structure is provided; and the universal joint structure is installed. The universal joint structure comprises a base, a magnetic field assembly, a stator, a rotor, a universal rod and a universal output cap, wherein the magnetic field assembly is fixed in the base and provides a magnetic field, the stator is fixed on the base and located in the magnetic field, a wire is led out from the stator, the rotor is positioned on the base and matched with the stator, the universal rod is configured to reciprocate relative to the rotor in the axial direction of the rotor and enable the rotor to rotate, so that the rotor cuts the magnetic field, a universal ball head is formed at the top end of the universal rod, a spherical hingeclamping groove is formed in the universal output cap, and the universal ball head is clamped in the spherical hinge clamping groove. According to the installation method, a steel structure house is constructed through the installation method of the steel structure house top beam column universal joint structure, and therefore, a roof structure of the steel structure house can meet the requirements for wind resistance and earthquake resistance.

Description

technical field [0001] The present application relates to the field of building technology, in particular, to a method for installing a beam-column universal joint structure on the roof of a steel structure house. Background technique [0002] In modern steel structure buildings, there are often structures that require hinged joints between column tops and beams. At present, most of the designs for such hinged joints use bolts to meet the requirements of approximate hinged joints. In addition to transmitting all shear forces, bolts also Transfer a small amount of bending moment in-plane and out-of-plane that is not released. [0003] With the development of social economy, more and more large-span, inclined column tops and beam hinged structures appear. In such structures, the method of setting a small number of bolts to achieve approximate hinged joints has not reached the current hinged joints. Requirements, can not meet the requirements of wind resistance and earthquake ...

AI Technical Summary

Problems solved by technology

[0003] With the development of social economy, more and more large-span, inclined column tops and beam hinged structures appear. In such structures, the method of setting a small number of bolts to achieve approximate hinged joints has not reached the current hinged joints. Requirements, can not meet the requirements of wind resistance and earthquake resistance

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