CN203230101U - Plane grid rib for structural reinforcement and mould - Google Patents
Plane grid rib for structural reinforcement and mould Download PDFInfo
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- CN203230101U CN203230101U CN 201320149716 CN201320149716U CN203230101U CN 203230101 U CN203230101 U CN 203230101U CN 201320149716 CN201320149716 CN 201320149716 CN 201320149716 U CN201320149716 U CN 201320149716U CN 203230101 U CN203230101 U CN 203230101U
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Abstract
The utility model discloses a plane grid rib for structural reinforcement. The plane grid rib comprises longitudinal composite ribs and transverse composite ribs, which are fixedly connected to the same plane to form the plane grid; the cross sections of the longitudinal composite ribs and the cross sections of the transverse composite ribs are rectangular; the longitudinal composite ribs and the transverse composite rubs are fiber composite material layers. The utility model further discloses a mould for manufacturing the plane grid rib. The mould comprises a positive mould and a negative mould, wherein the positive mould is a first platform; convex edges which are longitudinally and transversely alternated are arranged on the lower part of the first platform; the negative mould is a second platform; grooves which are longitudinally and transversely alternated are arranged on the upper part of the second platform; the grooves of the second platform are matched with the convex edges of the first platform. The plane grid rib has a regular section, and is high in tensile strength and elasticity modulus.
Description
Technical field
The utility model belongs to building, building, field of traffic structural strengthening field of new, specifically, relates to a kind of plane grid muscle and mould for structural strengthening.
Background technology
Owing to reasons such as earthquake, war, material aging, load increase, structure division damages, supporting capacity and the durability of the primary structure member of buildings such as house, bridge, dam, tunnel are constantly lost, even influence the safety of its use, make building not reach the application life of expection, must take effective reinforcement measure, it is carried out reinforcement and strengthening.
Sticking obedient cloth and use grid ribs are reinforced, and are emerging fiber reinforcement reinforcing techniques, the two following characteristic of having compared:
Sticking obedient fiber cloth reinforced method belongs to " post-reinforcing " means, and having occurred problem behind the molding component could use, and influences attractive in appearance.And the grid ribs reinforcing can be used for newly-built or is building the reinforcing of structure, can make deck or structure enhancement Layer, also can be used as the reinforcement and strengthening of original structure.Methods such as sticking card is fiber cloth reinforced need the on-the-spot laminates of pasting, material itself to face when often reinforcing to be stained with unavoidable problems such as glue is inhomogeneous, and strengthening quality can not ensure.And the grid ribs reinforcement means is reinforced different with sticking obedient cloth, sheet material; do not need to connect with member by structure glue etc., but directly through spraying mortar after the simple colligation to make topping, comparing with the stickup cloth does not need extra ground tackle etc. to link to each other with original structure; time saving and energy saving, good in economic efficiency.
The grid ribs reinforcement means is applicable to the reinforcing requirement that some is special; wait (ordinary construction glue all can not be applicable to water environment) as reinforcing under water; and with respect to pasting the fiber cloth reinforced situation that can only serve as protective material with very thin resin; grid ribs is reinforced materials such as being suitable for mortar as topping; be subjected to such environmental effects less after the reinforcing; the disturbance rejection ability is strong, and consolidation effect can guarantee.
Analyze from material itself, glue obedient cloth, plant the English full name of FRP(: Fiber Reinforced Polymer, Chinese full name: fibre-reinforced plastics, being called for short FRP in the literary composition) reinforcement means such as muscle can only accomplish that all unidirectional tension reinforces, and grid ribs can two-way tension when being used for reinforcement system.Grid ribs material itself is composited by multi-layer sheet, good integrity, and bidirectional stress is even in length and breadth.
Because the particularity of civil engineering, FRP is high-strength except existing in the application in this field, the lightweight, advantage such as corrosion-resistant, also have the shortcoming of general character, as: play that mould is low, ductility is poor, shear resistance is poor, hindered it and applied on a large scale.Must note solving the shortcoming of fiber and the above-mentioned common existence of FRP when researching and developing new FRP and associated materials, develop and to satisfy the high performance material of in civil engineering, particularly in newly-built structure, using, and to possess characteristics such as have good workability, cost is low simultaneously, promote FRP and associated materials in field of civil engineering more extensively and the application of science.
Comparatively speaking, grid ribs has application advantage preferably.But at present composite material grid ribs commonly used be that the cross section is irregular, node protrudes or node around shortcomings such as composite material bar is gapped, be badly in need of improving.
At present the steel grid muscle is directly welding or adopt finer wire to carry out colligation to form of reinforcing bar in length and breadth, and node is outstanding, and the connection of node place is not firm, peels off easily, ruptures.The compound muscle preparation method of FRP substantially is colligation, also has outstanding, the shortcomings such as peel off easily at the node place, fracture of node.Also have or not node FRP grid ribs product to occur at present, but its preparation method is manual preparation, defective such as have that the interface is irregular, composite material Pu layer is gapped around the node, cause product occur the node place ftracture easily, in length and breadth to defectives such as biceps unstable properties.
The utility model content
Technical problem: technical problem to be solved in the utility model is: provide a kind of plane grid muscle for structural strengthening, the cross section rule of this grid ribs, hot strength height, modulus of elasticity height; Simultaneously, the utility model also provides a kind of mould of making this plane grid muscle, utilizes the plane grid muscle of this Mold Making, has the cross section of rule, and the no node in surface.
Technical scheme: for solving the problems of the technologies described above, the technical solution adopted in the utility model is:
A kind of plane grid muscle for structural strengthening, this grid ribs comprises the be parallel to each other vertical compound muscle of arranging and the horizontal compound muscle that is parallel to each other and arranges, vertical compound muscle is fixedlyed connected at grade with horizontal compound muscle, form plane grid, the cross section of described vertical compound muscle and the cross section of horizontal compound muscle are all rectangular; Described vertical compound muscle and horizontal compound muscle are the fibrous composite layer.
Further, described grid ribs also comprises steel core, and the fibrous composite layer is wrapped in the outside of steel core, and the volume ratio of fibrous composite layer and steel core is 5-1: 1.
Further, the upper surface of described grid ribs and soffit are respectively equipped with lines.
A kind of mould of making described plane grid muscle for structural strengthening, this mould comprises positive mold and female mold, positive mold is first platform, the bottom of this first platform is provided with crisscross protruding stupefied, female mold is second platform, the top of this second platform is provided with crisscross groove, protruding stupefied the matching of the groove of second platform and first platform.
Further, the bottom surface of described groove and protruding stupefied surface are respectively equipped with the lines of depression.
Beneficial effect: compared with prior art, the technical solution of the utility model has following beneficial effect:
1. the no node in surface is not easy cracking, peels off.Prior art adopts and ties up or welding procedure, preparation plane grid muscle.The grid ribs of making has the node of protrusion in vertical compound muscle and horizontal compound muscle junction, ftracture easily, peel off.And plane grid muscle of the present utility model utilization is provided with the female mold of groove and is provided with protruding stupefied positive mold, adopts die press technology for forming to be prepared from.Make the surface of plane grid muscle without any node.In use, plane grid muscle of the present utility model is not easy cracking, peels off.
2. cross section is even, stable mechanical property.The utility model adopts die press technology for forming to prepare the plane grid muscle.Groove shapes by female mold is set and the protruding stupefied shape of positive mold guarantee that the cross section of plane grid muscle of compression molding is even, irregular cross section do not occur, guarantee the stability of plane grid biceps performance.
Description of drawings
Fig. 1 is plane grid muscle vertical view of the present utility model.
Fig. 2 is plane grid muscle stereogram of the present utility model.
Fig. 3 is the sectional view of first kind of structure of vertical compound muscle of the present utility model.
Fig. 4 is the sectional view of second kind of structure of vertical compound muscle of the present utility model.
Fig. 5 is the sectional view of vertical compound the third structure of muscle of the present utility model.
Fig. 6 is the sectional view of positive mold of the present utility model.
Fig. 7 is the sectional view of female mold of the present utility model.
Have among the figure: vertical compound muscle 1, horizontal compound muscle 2, steel core 3, positive mold 4, protruding stupefied 401, female mold 5, groove 501, lines 6.
The specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is described in detail.
As depicted in figs. 1 and 2, a kind of plane grid muscle for structural strengthening of the present utility model, the vertical compound muscle 1 that comprising is parallel to each other arranges and the horizontal compound muscle 2 that is parallel to each other and arranges, vertical compound muscle 1 is fixedlyed connected at grade with horizontal compound muscle 2, forms plane grid.The cross section of the cross section of vertical compound muscle 1 and horizontal compound muscle 2 is all rectangular.Described vertical compound muscle 1 and horizontal compound muscle 2 are the fibrous composite layer.This fibrous composite layer is made up of fiber and mixed with resin, and quality of fiber content is 70%-83%, and the mass content of resin is 17%-30%.Quality of fiber content is 70%-83%, can improve hot strength and the modulus of elasticity of grid ribs integral body.Fiber is any one or the combination in basalt fibre, carbon fiber, aramid fiber, the glass fiber.For example, fiber can be basalt fibre, also can be mixture of basalt fibre and carbon fiber etc.Resin is any one or the combination in vinylite, epoxy resin, the unsaturated-resin.For example, resin can be vinylite, also can be epoxy resin and unsaturated-resin mixture.
In the plane grid muscle of the present utility model, the cross section of the cross section of vertical compound muscle 1 and horizontal compound muscle 2 is all rectangular.The plane grid muscle has the cross sectional shape of rule.Be conducive to guarantee the stable mechanical property of product like this.
Further, described grid ribs also comprises steel core 3, and the fibrous composite layer is wrapped in the outside of steel core 3, and the volume ratio of fibrous composite layer and steel core 3 is 5-1: 1.Steel core 3 is set, can strengthens modulus of elasticity and the secondary rigidity of grid ribs.Excellent comprehensive performances such as the grid ribs that comprises steel core 3 has intensity height, modulus height, ductility is good, durability (fatigue performance, creep resistance, decay resistance etc.) is good, cost is low, have good workability.The grid ribs that comprises steel core 3 can be used for reinforcing and the reparation of civil engineering and association area structure, also can be directly used in structural meterials, as bridge deck, beam, post, tunnel inner plating etc.
Further, described steel core 3 is the steel wire of diameter between 0.2-2mm, and steel core 3 is one, and is laid in fibrous composite layer middle part.As shown in Figure 3, steel core 3 is one, is arranged in the middle part of vertical compound muscle 1 and horizontal compound muscle 2.The quantity of steel core 3 is greater than two, and is laid in ringwise in the fibrous composite layer.As shown in Figure 4, steel core 3 is eight, is arranged in ringwise on vertical compound muscle 1 and the horizontal compound muscle 2.The arrangement of steel core 3 has multiple, can determine according to actual demands of engineering.Except aforementioned dual mode, as shown in Figure 5, can also be at steel core 3 of fibrous composite layer intermediate arrangement, lay a circle steel core 3 again at the periphery of this steel core 3.
Further, the upper surface of described grid ribs and soffit are respectively equipped with lines 6.On the grid ribs surface lines 6 is set, be conducive to increase grid ribs in use with the interface binding power of concrete or other materials.
As shown in Figure 6 and Figure 7, make the mould of the above-mentioned plane grid muscle that is used for structural strengthening, comprise positive mold 4 and female mold 5, positive mold 4 is first platform, the bottom of this first platform is provided with crisscross protruding stupefied 401, female mold 5 is second platform, and the top of this second platform is provided with crisscross groove 501, and this groove 501 matches with protruding stupefied 401 of first platform.
Further, the bottom surface of described groove 501 and protruding stupefied 401 surface are respectively equipped with the lines 6 of depression.Like this, utilize the surface of the plane grid muscle of this Mold Making just to be provided with lines 6 accordingly.
Utilize the preparation method of above-mentioned Mold Making plane grid muscle of the present utility model, may further comprise the steps:
The first step: make fibrous composite: according to the resin bath method, fiber is immersed in the thermosetting resin in the resin storage tank, and Immersion time adopted pair roller to the fiber extruding of submergence resin more than or equal to 5 seconds then, extrude unnecessary resin, and the resin of extruding is back in the resin storage tank; To soak the fiber of full resin behind 120 ℃～180 ℃ hot settings, and form fibrous composite, wherein, quality of fiber content is 70%-83% in the fibrous composite, and the mass content of resin is 17%-30%.The resin natural back flow extruded in resin storage tank, can be saved material, utilize again.
Second step: lay fibrous composite: the fibrous composite of first step preparation is laid in the groove 501 of female mold, and fibrous composite is along the groove 501 crisscross layings of female mold.
In second step, when in the groove 501 of female mold, laying fibrous composite, steel core 3 is laid in the fibrous composite.In second step, by increasing or reducing the fibrous composite of laying, can change the cross-sectional area of composite material.
The 3rd step: fibrous composite is exerted pressure: at first protruding stupefied 401 of positive mold is aimed at the groove 501 of female mold, carry out matched moulds, then to positive mold 4 p that exerts pressure, thereby protruding stupefied 401 pairs of fibrous composites that are positioned at female mold groove 501 of positive mold are exerted pressure, make corresponding plane grid muscle.
Plane grid muscle of the present utility model mainly is to prepare by die press technology for forming.Content by adjusting the fiber of arranging and the pressure of mold pressing are produced the fibrous composite plane grid muscle of different-thickness.For the vertical compound muscle 1 that can make the plane grid muscle that fibre reinforced composites make and neat, the homogeneous in cross section of horizontal compound muscle 2, utility model this mould structure.Mill out corresponding crisscross grid groove 501 in female mold 5.Width and the degree of depth of groove 501 are decided according to requirement of engineering.Mill out corresponding grid protruding stupefied 401 in positive mold 4.Protruding stupefied 401 width and height are decided according to the size of female mold 5.In order to make prepared plane grid muscle in application process, increase frictional force with concrete or other materials, engrave the small microgroove of depression again at groove 501 soffits of female mold, engrave the small microgroove of depression on protruding stupefied 401 the surface of positive mold.Utilize this mould, prepare fiber-reinforced composite material grid ribs through die press technology for forming.Arrange the fiber that contains resin by crisscross mode, the content by adjusting the fiber of arranging and the pressure of mold pressing are produced the fibrous composite plane grid muscle of different-thickness.The vertical compound muscle 1 of plane grid muscle and spacing, the thickness of horizontal compound muscle 2 all can be regulated according to engine request.
Adopt the fiber-reinforced composite material grid ribs of mould of the present utility model and above-mentioned preparation method preparation, 2 sectional areas of its vertical compound muscle 1 and horizontal compound muscle are neat, homogeneous, stable, irregular situation do not occur.The crossover node of vertical compound muscle 1 and horizontal compound muscle 2 is neat, homogeneous also, does not have outstanding node.This is conducive to improve hot strength and the modulus of elasticity of grid ribs.The upper surface of grid ribs and soffit have fine-structure mesh trellis lines 6.This be conducive to increase grid ribs in use with the interface binding power of concrete or other materials.
Plane grid muscle of the present utility model is single kind fiber composite grid ribs, variety classes fiber hybrid composite gridding muscle or steel core fiber mesh muscle three big kinds, and the preparation method is to use mould to adopt mould pressing process to be prepared.
The characteristics of fibrous composite grid ribs are the neat homogeneous of sectional area of vertical compound muscle 1 and horizontal compound muscle 2, vertical compound muscle 1 and horizontal compound muscle 2 infalls do not have the protrusion node, and the width of vertical compound muscle 1 and horizontal compound muscle 2 is fixed, and thickness is 1mm～10mm.In addition, the width of vertical compound muscle 1 and horizontal compound muscle 2 and thickness also can change according to designing requirement.
The utility model adopts compression molding, and be carved with rhombus refined net pattern on the surface of female mold 5 and positive mold 4, thereby the upper and lower surface at the plane grid muscle forms corresponding pattern, can strengthen the adhesion of plane grid muscle and concrete or other materials in use, and this explained hereafter efficient height, product quality is high and stable, and appearance is neat, attractive in appearance.
The plane grid muscle of the utility model preparation has performance characteristics such as fiber content height, hot strength height, modulus of elasticity height, is fit to the reinforcing of buildings such as bridge, tunnel, house.
Exemplify embodiment below.
Adopt above-mentioned preparation method, make the plane grid muscle.Fiber is selected high-performance glass fiber fiber, Choice of Resin vinylite.High-performance glass fiber is dipped in thermosetting resin, carries out vertically, laterally interweave and arrange along mould, mold pressing, hot briquetting.In the first step, quality of fiber content is 80%, and the mass content of resin is 20%.In second step, the spacing of adjacent notches 501 is 50mm.In the 3rd step, in the groove 501 of female mold, lay the fiber that soaks full resin of 800Tex, applied pressure is 200Kg, and the moulding that is heating and curing, and finally makes and is spaced apart 50mm, thickness is the plane grid muscle of 1mm.
By the thickness requirement difference of product design, in female mold groove 501, lay the fiber that soaks full resin of varying number, can prepare the plane grid muscle of different-thickness by the method for embodiment 1.As lay the fiber that soaks full resin of 2400Tex, can prepare thickness is the plane grid muscle of 3mm; As lay the fiber that soaks full resin of 4800Tex, can prepare thickness is the plane grid muscle of 5mm;
Adopt above-mentioned preparation method, make the plane grid muscle.Fiber is selected basalt fibre, Choice of Resin epoxy resin.Basalt fibre is dipped in thermosetting resin, carries out vertically, laterally interweave and arrange along female mold 5, mold pressing, hot briquetting.In the first step, quality of fiber content is 80%, and the mass content of resin is 20%.In second step, the spacing of adjacent notches 501 is 100mm.In the 3rd step, in the groove 501 of female mold, lay the fiber that soaks full resin of 4800Tex, applied pressure is 1000Kg, and the moulding that is heating and curing, and finally makes and is spaced apart 100mm, thickness is the plane grid muscle of 10mm.
Adopt above-mentioned preparation method, make the plane grid muscle.Fiber is selected aramid fiber, and it is the stainless steel steel wire of 1mm that steel core is selected diameter for use, the Choice of Resin unsaturated-resin.Aramid fiber and steel wire are dipped in thermosetting resin, carry out vertically, laterally interweave and arrange along female mold 5, mold pressing, hot briquetting.In the first step, quality of fiber content is 70%, and the mass content of resin is 30%.In second step, the spacing of adjacent notches 501 is 50mm.In the 3rd step, in the groove 501 of female mold, lay the fiber that soaks full resin of 4800Tex, steel wire is laid in the groove center, and applied pressure is 200Kg, and the moulding that is heating and curing, and finally makes and is spaced apart 50mm, and thickness is the steel core plane grid muscle of 5mm.
Embodiment 4
Adopt above-mentioned preparation method, make the plane grid muscle.Fiber is selected carbon fiber, and it is the stainless steel steel wire of 0.2mm that steel core is selected diameter for use, the Choice of Resin vinylite.With carbon fiber and steel wire, be dipped in thermosetting resin, carry out vertically, laterally interweave and arrange along female mold 5, mold pressing, hot briquetting.In the first step, quality of fiber content is 83%, and the mass content of resin is 17%.In second step, the spacing of adjacent notches 501 is 50mm.In the 3rd step, in the groove 501 of female mold, lay the fiber that soaks full resin of 4800Tex, the groove center is laid steel wire ringwise, applied pressure is 200Kg, and the moulding that is heating and curing, finally to make and be spaced apart 50mm, thickness is the steel core plane grid muscle of 5mm.
Comparative Examples
Adopt the technology of introducing in the background technology to make the plane grid muscle, the fiber of making this grid ribs is carbon fiber, resin is epoxy resin, quality of fiber content is 70%, the mass content of resin is 30%, and that makes is spaced apart 50mm, and thickness is the grid ribs of 5mm, and the cross section of this grid ribs is irregular.
By GB GB/T228-2002 above-mentioned four embodiment and a Comparative Examples are carried out the hot strength test, and calculate its modulus of elasticity, the result is as shown in table 1.
Hot strength and the modulus of elasticity of table 1 plane grid muscle
As shown in Table 1: hot strength and the modulus of elasticity performance of the plane grid muscle of embodiment 1-embodiment 4 preparations all are far superior to the plane grid muscle that Comparative Examples prepares.
Claims (6)
1. plane grid muscle that is used for structural strengthening, it is characterized in that: this grid ribs comprises the be parallel to each other vertical compound muscle of arranging (1) and the horizontal compound muscle (2) that is parallel to each other and arranges, vertical compound muscle (1) is fixedlyed connected at grade with horizontal compound muscle (2), form plane grid, the cross section of the cross section of described vertical compound muscle (1) and horizontal compound muscle (2) is all rectangular; Described vertical compound muscle (1) and horizontal compound muscle (2) are the fibrous composite layer.
2. according to the described plane grid muscle for structural strengthening of claim 1, it is characterized in that: described grid ribs also comprises steel core (3), the fibrous composite layer is wrapped in the outside of steel core (3), and the volume ratio of fibrous composite layer and steel core (3) is 5-1: 1.
3. according to the described plane grid muscle for structural strengthening of claim 2, it is characterized in that: described steel core (3) is the steel wire of diameter between 0.2-2mm, and steel core (3) is one, and is laid in fibrous composite layer middle part; Perhaps the quantity of steel core (3) is greater than two, and is laid in ringwise in the fibrous composite layer.
4. according to the described plane grid muscle for structural strengthening of claim 1, it is characterized in that: the upper surface of described grid ribs and soffit are respectively equipped with lines (6).
5. mould of making the described plane grid muscle for structural strengthening of claim 1, it is characterized in that, this mould comprises positive mold (4) and female mold (5), positive mold (4) is first platform, the bottom of this first platform is provided with crisscross protruding stupefied (401), female mold (5) is second platform, and the top of this second platform is provided with crisscross groove (501), and the groove of second platform (501) matches with protruding stupefied (401) of first platform.
6. according to the mould of the described plane grid muscle for structural strengthening of claim 5, it is characterized in that the bottom surface of described groove (501) and the surface of protruding stupefied (401) are respectively equipped with the lines of depression.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320149716 CN203230101U (en) | 2013-03-29 | 2013-03-29 | Plane grid rib for structural reinforcement and mould |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320149716 CN203230101U (en) | 2013-03-29 | 2013-03-29 | Plane grid rib for structural reinforcement and mould |
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| CN203230101U true CN203230101U (en) | 2013-10-09 |
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| CN 201320149716 Expired - Fee Related CN203230101U (en) | 2013-03-29 | 2013-03-29 | Plane grid rib for structural reinforcement and mould |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113306236A (en) * | 2021-07-12 | 2021-08-27 | 重庆泛锐科技有限公司 | High-strength composite board and preparation method thereof |
-
2013
- 2013-03-29 CN CN 201320149716 patent/CN203230101U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113306236A (en) * | 2021-07-12 | 2021-08-27 | 重庆泛锐科技有限公司 | High-strength composite board and preparation method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131009 Termination date: 20160329 |
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| CF01 | Termination of patent right due to non-payment of annual fee |