Buckling constraint support internally provided with steel tube and externally covered with fiber pipe

A buckling restraint, fiber tube technology, applied in the direction of building components, earthquake resistance, etc., can solve problems such as disadvantages, affecting the use range of supports, and reducing the weight of the structure.

Inactive Publication Date: 2016-04-06
HENAN POLYTECHNIC UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the external restraint mechanism of the traditional steel pipe type buckling restraint support is steel pipe, and the mass of the support member is relatively large, which is not conducive to reducing the weight of the structure and affects the scope of use of the support.

Method used

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  • Buckling constraint support internally provided with steel tube and externally covered with fiber pipe
  • Buckling constraint support internally provided with steel tube and externally covered with fiber pipe
  • Buckling constraint support internally provided with steel tube and externally covered with fiber pipe

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Experimental program
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Embodiment Construction

[0019] Attached below Figure 1-Figure 6 The present invention is further described.

[0020] A schematic diagram of the structure and components of a buckling-constrained support with a built-in steel tube and an outer fiber tube is shown in Figure 1-Figure 6 shown. The length of the inner core steel pipe 1 is determined according to the storey height and the support arrangement, and the cross-sectional size of the inner core steel pipe 1 is determined according to the limit value of the interstory displacement angle. The end plate 5 is drilled at the centroid, and the aperture size is slightly larger than the outer edge size of the end reinforcing pipe 4. On both sides of the end plate 5, it is rotated along the outer edge of the drilled hole, and the end reinforcing pipe 4 penetrates into the edge of the end plate 5. The center of the hole is drilled, and its end face is flush with the side of the end plate 5. It is welded with the end plate 5 along the periphery of the ...

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Abstract

The invention provides a buckling constraint support internally provided with a steel tube and externally covered with a fiber pipe and belongs to a novel energy-dissipation and shock-absorbing component. The support can be applied to structure shock absorption and engineering reinforcing. Reinforcing pipes at the ends penetrate into centroid drilled holes of end plates firstly, the end faces of the reinforcing pipes are flush with the side faces of the end plates, and then welding and grinding are conducted; the outer surface of the core steel tube is coated with a silica gel material, after the silica gel material is dried, the core steel tube is sleeved with the constraint fiber pipe, longitudinal middle points of the constraint fiber pipe and the core steel tube coincide with each other, and one end of the constraint fiber pipe is attached to the core steel tube through structural glue; then the two reinforcing pipes at the ends are inserted into the two ends of the core steel tube respectively, and welding is conducted after the core steel tube abuts against the end plates; four reinforcing ribs are evenly and symmetrically welded to the two ends of the core steel tube respectively. The buckling constraint support internally provided with the steel tube and externally covered with the fiber pipe has the advantages of being high in energy dissipation capacity, low in self weight, flexible in section form, simple in structure, convenient to machine, little in waste and the like, is wide in application range, and can effectively solve many problems in existing structure shock absorption and engineering reinforcing.

Description

technical field [0001] The invention relates to a buckling constrained support, in particular to a buckling constrained support with a built-in steel pipe and a fiber tube wrapped around it and a manufacturing method thereof. Background technique [0002] Buckling-restrained braces can improve the buckling instability of ordinary braced members when they are under compression. In the frame support system composed of buckling-restrained braces and frames, buckling-restrained braces bear most of the horizontal load. Absorbing and dissipating external energy, thereby realizing structural energy dissipation and protecting the main structure, can significantly improve the ductility and energy dissipation and shock absorption behavior of the structural system. However, the external restraint mechanism of the traditional steel tube-type buckling-restrained brace is a steel tube, and the mass of the support member is relatively large, which is not conducive to reducing the weight of...

Claims

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Application Information

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Patent Type & AuthorityApplications(China)
IPC IPC(8): E04B1/98
CPCE04B1/98
Inventor王永贵刘建伟宋红弟王磊蔺新艳范玉辉
OwnerHENAN POLYTECHNIC UNIV