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Fibre plastic-steel combination beam

A technology of fiber plastics and composite beams, applied in bridges, bridge parts, bridge materials, etc., can solve problems such as poor ductility, and achieve the effects of good ductility, reduced beam weight, and light component weight

Inactive Publication Date: 2009-05-13
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Therefore, the failure of all-FRP components often starts from the crushing of FRP materials in the compression zone, which has poor ductility and sudden failure.

Method used

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  • Fibre plastic-steel combination beam
  • Fibre plastic-steel combination beam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0013] Embodiment 1, the profiled steel plate 1 is a channel-shaped structure consisting of a top plate and two reinforcing ribs connected, the channel-shaped profiled steel plate 1 can be prefabricated in the factory, and its cross-sectional size can be determined according to actual needs and whether to carry out indentation treatment . Box girder 2 is a box-shaped structure consisting of upper flange 3, lower flange 4 and webs 5 on both sides connected in pairs. . The lower flange 4 is formed by laminating glass fiber prepreg and carbon fiber prepreg alternately, the upper flange 3 is formed by laminating glass fiber prepreg, and the web 5 is formed by laminating glass fiber prepreg. Put the glass fiber prepreg and carbon fiber prepreg into the mold according to the designed fiber layup sequence, coat epoxy resin on the surface of the groove-shaped profiled steel plate 1, and embed it in the glass fiber prepreg in the upper flange. The fiber direction of the glass fiber p...

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PUM

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Abstract

The invention belongs to the bridge engineering field, in particular relates to a fiber plastic-steel composite beam, which is composed of a cold-formed sheet and a fiber reinforced plastic (FRP) box beam. The cold-formed sheet is a groove-shaped structure being composed of a crown plate and reinforced ribs connected with ends of the crown plate; the box beam is a box-shaped structure comprising an upper wing edge, a lower wing edge and two side webs connected in every two components. The structure is shown in the diagram; wherein, the crown plate is arranged on top of the upper wing edge of the box beam; the reinforced ribs on both ends are respectively linked to two webs. The lower wing edge of the box beam is composed of glass fiber prepregs and carbon fiber prepregs alternatively laminated with each other; the upper wing edge is laminated with glass fiber prepregs; the web is made of glass fiber prepregs in a congruent mode. The invention fulfills manufacturing with molded techniques and fabricated in a one-through overall formation. The invention has the advantages of high steel beam rigidity, high bearing capacity, perfect anti-corrosion of FRP beams, and low self-weight, and excellent ductility performance, which, therefore, provides a new selection for bridge construction.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a fiber plastic-steel composite beam. Background technique [0002] In bridge engineering, the traditional steel girders are exposed to the environment for a long time, and the steel is easy to corrode, especially when the bridge is in the erosive environment such as seaports and docks, the performance, durability and safety of the structure are often affected by the corrosion of the steel , resulting in major safety hazards. To solve this problem, fiber-reinforced plastic (hereinafter referred to as FRP) profiles can be used to replace traditional steel beams. [0003] FRP profiles are I-shaped, channel-shaped or box-shaped profiles made by mixing fibers and matrix materials in a certain proportion and compounding them through certain processes (such as pultrusion, molding, hand lay-up, etc.). It has good one-way stress performance, light weight, good co...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D2/04E01D19/00E01D101/30E01D101/40
Inventor 薛伟辰葛畅
Owner TONGJI UNIV