CN104295005B - Sheet steel glass fiber composite rib in radial distribution and manufacturing method thereof - Google Patents

Sheet steel glass fiber composite rib in radial distribution and manufacturing method thereof Download PDF

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Publication number
CN104295005B
CN104295005B CN201410487163.7A CN201410487163A CN104295005B CN 104295005 B CN104295005 B CN 104295005B CN 201410487163 A CN201410487163 A CN 201410487163A CN 104295005 B CN104295005 B CN 104295005B
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China
Prior art keywords
composite reinforcing
steel disc
glass fibre
sheet steel
composite rib
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Expired - Fee Related
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CN201410487163.7A
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Chinese (zh)
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CN104295005A (en
Inventor
何雄君
王江
甘帆
封孝欣
代力
杨文瑞
赵霞
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Wuhan University of Technology WUT
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Wuhan University of Technology WUT
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Abstract

The invention discloses a sheet steel glass fiber composite rib in radial distribution and a manufacturing method thereof. Multiple sheet steel and glass fibers are cohered by virtue of a resin substance and are compounded to form the sheet steel glass fiber composite rib in radial distribution. Sheet steel is uniformly distributed at the center of the composite rib around the annular direction of the axis of the composite rib; the part between the sheet steel and the glass fibers and between the glass fibers is filled with resin matrix. A region from the terminal ends of the sheet steel to the surface of the composite rib is a composite rib outer layer; spiral fiber bundles subjected to gum dipping are spirally wound on the surface of the composite rib to form ribs at intervals; sand particles are densely distributed on the surface of the composite rib. The preparation method comprises the steps of enabling pre-processed sheet steel and the glass fiber bundles subjected to the gum dipping to penetrate through a plurality of splitting plates together, then enabling the sheet steel and the glass fiber bundles to enter a pultrusion die for pultrusion, winding the spiral fiber bundles subjected to the gum dipping on the surface of the molded composite rib by virtue of spiral winding equipment, and then carrying out sand blasting, heating, solidifying and cutting to obtain an expected product. The sheet steel glass fiber composite rib in radial distribution has the advantages of high tensile strength, corrosion resistance, good fatigue resistance, relatively good ductility, high structure safety, matured pultrusion process adopted by the manufacturing, easy quality control and the like.

Description

Radial arrangement steel disc glass fibre composite reinforcing and preparation method thereof
Technical field
The present invention relates to civil engineering structural material is and in particular to a kind of radial arrangement steel disc glass fibre is combined Muscle and preparation method thereof.
Background technology
Fiberglass reinforced plastics muscle (i.e. gfrp muscle) have compared with reinforcing bar high intensity, corrosion-resistant, fatigue behaviour good and The advantages of high performance-price ratio, thus there is in civil engineering huge application prospect, but gfrp muscle is existed not compared with reinforcing bar Foot, its tensile modulus is relatively small, and under identical load operation, the amount of deflection of beams of concrete and fracture width are significantly greater than reinforcing bar and mix Solidifying Tu Liang.Fiber glass reinforcement is linear elastic materials simultaneously, there is not yielding stage during tension, broken in fragility Bad so that the ductility of gfrp tendon concrete structure is relatively low, xoncrete structure destroys no obvious sign in use, and material makes Safety is not high.And steel elastic modelling quantity is higher, there is obvious yielding stage, in this case steel core fiber composite material The research of material receives attention.This material inner core is made up of metal material and continuous fiber material, so that the two is glued by resin It is combined, outer layer is then wrapped up by fibrous material and resin.Steel core fibrous composite combines steel and fiber reinforcement in theory The advantage of material (i.e. frp material), had both solved etching problem in xoncrete structure for the steel and had solved fiber reinforcement plastic The modulus of material muscle (i.e. frp muscle) is low, the problem of structure ductility difference.
Zheng Bailin et al. proposes the concept that gfrp coats muscle, and inner core is made up of the high ductile material such as steel, and outer layer is by around core Post be wound around continuous fiber and resin parcel form (mixing up of structure gfrp rod tensile mechanical properties experimental test [j]. fiberglass/ Composite .2001, (3): 8-11).Cui Yihua et al. proposes steel fibre, and (it is the fiber constituting frp material with frp fiber Material) and hybrid composite manner reinforcement (mix type high-moduluss high-ductility composite material reinforcement [j]. composite journal .2006,23 (2): 93-98), Gu Xingyu et al. is then combined using pultrusion with steel wire using basalt fibre, and the two is all to make relatively Thin steel fibre/steel wire be evenly distributed in composite reinforcing (mechanical property [j] of high-moduluss basalt fibre-steel wire composite reinforcing. long Husky Polytechnics journal (natural science edition), 2010,7 (3): 19-23.).Wu Zhishen, Wu Gang et al. adopt fibrous material and steel Muscle is combined, and ordinary steel outer layer is wrapped up (steel-continuous-fiber composite-rib (sfcb) mechanical property examination by fibrous material and resin Test research and theory analysis [j]. civil engineering journal, 2010,43 (3): 53-61).Ou Jinping et al. adopt high strength steel strand/ Steel wire is combined as core and fibrous material, is produced using pultrusion molding process, makes many steel strand wires side-by-side by fiber With resin be wrapped in composite reinforcing center (fibre-reinforced plastic steel twisting-wire composite rib [p]. China: 200610009936.6, 2007.01.17).Several complex forms have some improvement for the performance tool of frp muscle (fiber reinforced plastic rod) above, but Still suffer from steel core and fibrous material caking property not enough, material discontinuity equalization, using insufficient the problems such as.
Content of the invention
It is an object of the invention to provide a kind of radial arrangement steel disc glass fibre composite reinforcing and preparation method thereof, can improve The deformation synergism of fiber glass reinforcement and steel core, improves the tensile modulus of glass fiber reinforcement muscle and improves it and prolong Property.
In order to solve the above problems, the technical solution used in the present invention is: a kind of radial arrangement steel disc glass fibre is combined Muscle it is characterised in that: be composited through resinous substrates bonding by many steel discs and glass fibre;Steel disc is around composite reinforcing axis ring It is evenly arranged in composite reinforcing center, between steel disc and glass fibre and between glass fibre, be full of resinous substrates;Steel disc end is extremely The region on composite reinforcing surface is composite reinforcing outer layer, and it has certain thickness, and the spiral fiber bundle after impregnation is on composite reinforcing surface Spiral winding forms spaced rib, and gather sand grains on composite reinforcing surface.
Described radial arrangement steel disc glass fibre composite reinforcing is circular cylindrical shape muscle.
Described steel disc every steel disc section on the transverse section of composite reinforcing, along the radial arrangement of composite reinforcing, is Thin Rectangular steel Piece.
, along the straight laying that is longitudinally parallel to each other, glass fibre is uniformly distributed between steel disc for described glass fibre and steel disc With composite reinforcing outer layer.
Described spiral fiber bundle adopts glass fibre or carbon fiber or aramid fiber.
Depending on the thickness of described composite reinforcing outer layer combines the quantity of size, steel disc size and steel disc of composite reinforcing, thick Degree is not less than 1mm.
A kind of radial arrangement steel disc glass fibre composite reinforcing preparation method it is characterised in that: using existing pultrusion work Skill, the steel disc through pre-treatment is together passed through some pieces of yarn dividing plates with the glass fiber bundle after impregnation, then enters pultrusion mould Tool pultrusion, the spiral fiber bundle after dipping process is carried out to the composite reinforcing surface after molding through spiral winding equipment Around yarn, afterwards it is carried out with sandblasting, is heating and curing, cuts and obtain composite reinforcing.
Described yarn dividing plate is arranged with a determining deviation, to fix steel disc and so that the distribution of glass fiber bundle is gradually transitions The design requirement of fiber distribution after material molding.
Compared with existing steel core fibre composite reinforcement the invention has the advantage that
The present invention lifts steel with glass fibre again by increasing steel with the contact area of composite resin substrate The deformation synergism of condensation material, so as to preferably play steel and the respective advantage of fibre reinforced materials, this material has Advantages below: tensile strength is high, corrosion-resistant, has good anti-fatigue performance, has preferable ductility, thus the safety of structure Height, makes the pultrude process maturation adopting, and quality is easily controllable.
Brief description
Fig. 1 is radial arrangement steel disc glass fibre composite reinforcing schematic cross-sectional view.
Fig. 2 is radial arrangement steel disc glass fibre composite reinforcing a-a profile.
Fig. 3 is radial arrangement steel disc glass fibre composite reinforcing schematic front view.
In figure: 1. glass fibre, 2. resinous substrates, 3. steel disc, 4. spiral fiber bundle, 5. sand grains.
Specific embodiment
As Figure 1-3, the circular cylindrical shape glass fibre composite reinforcing of eight steel discs of radial arrangement mainly by glass fibre 1, Resinous substrates 2, steel disc 3 are composited.Can be in conjunction with it needs to be determined that the radical of required steel disc 3 and size and glass in actual fabrication The consumption of fiber 1.Eight steel discs 3 are evenly arranged in composite reinforcing center around muscle material axis ring, and on cross section every steel disc 3 section Along the radial arrangement of composite reinforcing, it is full of resinous substrates 2 and glass fibre 1 around steel disc 3, glass fibre 1 and steel disc 3 are along longitudinal phase Mutually parallel straight laying, the spiral fiber bundle 4 after impregnation is wound spaced rib, composite reinforcing table in composite reinforcing perficial helical Gather sand grains 5 in face.
The preparation method of this composite reinforcing is to adjust the glass fibre 1 after a certain amount of impregnation and eight steel discs 3 through yarn dividing plate After make steel disc 3 be located at center, glass fibre 1 is uniformly distributed between steel disc 3 and composite reinforcing outer layer, composite reinforcing outer layer thickness For 1.5mm, to ensure the globality of composite reinforcing.Enter the glass fibre after impregnation and together pass through pultrusion mould with the steel disc locating Tool pultrusion after, then composite reinforcing top layer adopt coner with a determining deviation around on spiral fiber bundle 4 to improve composite reinforcing Lateral stressed and form spaced rib, spiral fiber bundle 4 used is glass fibre, then sprays sand grains 5 on composite reinforcing top layer, Eventually pass further gel solidification cutting and obtain composite reinforcing.

Claims (7)

1. a kind of radial arrangement steel disc glass fibre composite reinforcing it is characterised in that: by many steel discs (3) and glass fibre (1) warp Resinous substrates (2) bonding is composited;Steel disc (3) is evenly arranged in composite reinforcing center around composite reinforcing axis ring, steel disc (3) with It is full of resinous substrates (2) between glass fibre (1) and between glass fibre (1);The region on steel disc (3) end to composite reinforcing surface For composite reinforcing outer layer, it has certain thickness, and the spiral fiber bundle (4) after impregnation has been wound in composite reinforcing perficial helical The rib at interval, gather sand grains (5) on composite reinforcing surface.
2. radial arrangement steel disc glass fibre composite reinforcing according to claim 1 it is characterised in that: described radial arrangement steel Sheet glass fibre composite reinforcement is circular cylindrical shape muscle.
3. radial arrangement steel disc glass fibre composite reinforcing according to claim 1 and 2 it is characterised in that: described steel disc (3) on the transverse section of composite reinforcing, every steel disc section, along the radial arrangement of composite reinforcing, is rectangle stalloy.
4. radial arrangement steel disc glass fibre composite reinforcing according to claim 3 it is characterised in that: described glass fibre (1) longitudinally it is parallel to each other straight laying along composite reinforcing with steel disc (3), glass fibre (1) is uniformly distributed between steel disc (3) and multiple Close muscle outer layer.
5. radial arrangement steel disc glass fibre composite reinforcing according to claim 4 it is characterised in that: outside described composite reinforcing Depending on the thickness of layer combines the quantity of size, steel disc (3) size and steel disc (3) of composite reinforcing, thickness is not less than 1mm.
6. a kind of radial arrangement steel disc glass fibre composite reinforcing preparation method it is characterised in that: using existing pultrusion molding process, Steel disc (3) through pre-treatment is together passed through some pieces of yarn dividing plates with the glass fiber bundle after impregnation, then enters pultrusion mould Tool pultrusion, by the spiral fiber bundle (4) after dipping process through spiral winding equipment to the composite reinforcing surface after molding Carry out around yarn, afterwards it is carried out with sandblasting, is heating and curing, cuts and obtain composite reinforcing.
7. radial arrangement steel disc glass fibre composite reinforcing preparation method according to claim 6 it is characterised in that: described Yarn dividing plate is arranged with a determining deviation, so as to fix steel disc (3) and make glass fiber bundle distribution be gradually transitions material molding after The design requirement of fiber distribution.
CN201410487163.7A 2014-09-22 2014-09-22 Sheet steel glass fiber composite rib in radial distribution and manufacturing method thereof Expired - Fee Related CN104295005B (en)

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CN109466085A (en) * 2017-11-17 2019-03-15 南漳富元鼎航空器材配件有限公司 A kind of oil-resistant high-temperature high pressure canvas filler rubber diaphragm
CN112593658A (en) * 2020-12-17 2021-04-02 广东工业大学 Steel-FRP (fiber reinforced plastic) composite bar seawater sea sand concrete beam, design method and preparation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005085562A1 (en) * 2004-03-03 2005-09-15 Cadwell Charles E Composite telephone pole
CN1896436A (en) * 2006-04-19 2007-01-17 哈尔滨工业大学 Fibre-reinforced plastic steel twisting-wire composite rib
CN2900668Y (en) * 2006-07-10 2007-05-16 东南大学 Composite bar material
CN202990253U (en) * 2012-12-21 2013-06-12 湖北宇隆集团金力新材料有限责任公司 Fiber reinforced plastic-steel strand composite rib

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU767318A1 (en) * 1975-04-03 1980-09-30 Государственный Проектно-Изыскательский И Научно-Исследовательский Институт "Аэропроект" Reinforcement member aks for distributed reinforcement
US6123485A (en) * 1998-02-03 2000-09-26 University Of Central Florida Pre-stressed FRP-concrete composite structural members
CN103899040B (en) * 2014-04-02 2016-01-27 哈尔滨工程大学 A kind of FRP puts more energy into concrete filled steel tube coupled column

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005085562A1 (en) * 2004-03-03 2005-09-15 Cadwell Charles E Composite telephone pole
CN1896436A (en) * 2006-04-19 2007-01-17 哈尔滨工业大学 Fibre-reinforced plastic steel twisting-wire composite rib
CN2900668Y (en) * 2006-07-10 2007-05-16 东南大学 Composite bar material
CN202990253U (en) * 2012-12-21 2013-06-12 湖北宇隆集团金力新材料有限责任公司 Fiber reinforced plastic-steel strand composite rib

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