Flange joint structure of hinge pin for assembled cold forming sectional steel structural connection

A flange joint and cold-formed technology, which is applied to building components, building structures, and earthquake resistance, can solve problems such as high welding rigidity, poor seismic performance, and brittle fractures

Active Publication Date: 2014-11-26
TSINGHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the welding rigidity is relatively high, brittle fracture is prone to occur, and the seismic performance is poor; while the bolted welding connection construction cannot better meet the requirements of industrialization and construction assembly of fabricated cold-formed steel structures.

Method used

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  • Flange joint structure of hinge pin for assembled cold forming sectional steel structural connection
  • Flange joint structure of hinge pin for assembled cold forming sectional steel structural connection
  • Flange joint structure of hinge pin for assembled cold forming sectional steel structural connection

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Experimental program
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Embodiment Construction

[0016] The invention proposes a pin shaft flange node structure used for the connection of assembled cold-formed steel structures. Be described below in conjunction with accompanying drawing.

[0017] exist image 3 The upper and lower ends of the middle column casing 4 are welded with casing flanges 2, the upper and lower chords 8 of the truss beam are welded on the column casing 4, and the joints between the upper and lower chords 8 and the column casing 4 are welded with stiffeners 7, And weld the web 9 between the upper and lower chords 8; the column flange is set on the column tube and welded and fixed, and the flange reinforcement plate 6 is welded at the connection between the column flange 1 and the column tube 10; The column sealing plates 3 are welded in the two column tubes 10, and the column liner tube sealing plates 5 are fixed at both ends of the column liner tube 11. Inserted inside, the column liner 11 is placed between the column sealing plates 3 of the uppe...

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PUM

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Abstract

The invention discloses a flange joint structure of a hinge pin for assembled cold forming sectional steel structural connection, which belongs to the technical field of a steel structure of structural engineering. Upper sleeve flanges are welded at the upper and lower ends of a pile sleeve. The upper and lower chord members of a truss girder are welded on the pile sleeve. A web member is welded between the two chord members. The upper and lower column jackets are plugged in the pile sleeve through a pile sleeve tube. Connection between the column jackets and the sleeve is fastened by a column flange and a sleeve flange, so that the flange joint structure of the hinge pin is formed. The flange joint structure of the hinge pin connected by a beam column provided by the invention is reasonable in structure, larger in rigidity and reliable in joint connection, has larger additional bearing capacity, and meets the design requirement of ''strong joint weak rod member''. The assembled inclined supporting cold forming sectional steel structure applying the joint has enough bearing capacity and meets the requirement of normal use.

Description

technical field [0001] The invention relates to the technical field of structural engineering steel structures, in particular to a pin shaft flange node structure used for the connection of assembled cold-formed steel structures. technical background [0002] Prefabricated cold-formed steel structure buildings have the advantages of simple construction, convenient assembly and disassembly, and environmental protection. They are in line with the development direction of housing industrialization, are conducive to the development of my country's low-carbon economy and the implementation of sustainable development strategies, and have good comprehensive benefits. Among them, the mechanical characteristics of the beam-column joints have a great influence on the load-bearing performance of the steel frame. At present, the beam-column joints used in the prefabricated cold-formed steel structure mainly include welding and bolt-welding connections. Among them, the welding rigidity ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/58E04B1/98
Inventor 王元清刘希月石永久
Owner TSINGHUA UNIV
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