CN101209588A - Fibre strengthening resin structure material and manufacturing device and method thereof - Google Patents
Fibre strengthening resin structure material and manufacturing device and method thereof Download PDFInfo
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- CN101209588A CN101209588A CNA2006101720147A CN200610172014A CN101209588A CN 101209588 A CN101209588 A CN 101209588A CN A2006101720147 A CNA2006101720147 A CN A2006101720147A CN 200610172014 A CN200610172014 A CN 200610172014A CN 101209588 A CN101209588 A CN 101209588A
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Abstract
The invention provides a fiber reinforced resin component, the manufacture device and the manufacture method, which improve the strength, especially the bending strength and compression strength and can be applied to a plurality of fields. The fiber reinforced resin component (1) is obtained by foaming and forming a hard ethyl carbamate resin into substrate material (2) with cuboid or plate shapes and being trimly arranged in the substrate material (2) in longitudinal direction and taken as a plurality of glass long-fibers (3) of the reinforced material; the content of the glass long-fiber (3) is 0.4-1.4g/cm<2> when the weight percentage is 40%-60%, and the density of 0.6-1.0g/cm<2> is preferred.
Description
Technical field
The present invention relates to a kind of multi-purpose fibre strengthening resin structure material and manufacturing installation and manufacture method of being applicable to.
Background technology
As the existing structure material that forms by resin material, for example have as everyone knows, at 0024 paragraph to 0044 paragraph and the disclosed a kind of resin structure material of Fig. 1 of the special open 2004-247467 communique of Japan Patent.
In the above-mentioned resin structure material, the blowing agent adding is comprised in the solution of formaldehyde resin liquid that make mixing material, blowing agent can suitably be selected from semi-hydrated gypsum, solubility anhydrite, sugar alcohol, different oxygen hydrochlorate, hydrocarbon, halogenated hydrocarbons or isopropyl ether.
Above-mentioned mixing material be impregnated in the fibre bundle of glass fibre etc., the impregnation of fibers bundle of gained is filled in the metal mold that carries out moulding in batches.
In the above-mentioned moulding in batches, be in the state of filling in metal mold at above-mentioned impregnation of fibers, after being heated, foaming and sclerosis take place in phenolic resin simultaneously, thereby form the resin structure material that contains fibre bundle.
Secondly, effect that should existing fibre resin structure material is illustrated.
In the manufacture method of making existing resin structure material in this way, make the glass fibre filling in advance in the metal mold of moulding in batches, roughly behind the uniformly dispersing, after the phenol of filling foamed simultaneously and harden, form the resin structure material that contains fibre bundle.
After the moulding, from metal mold, take out resin structure material in batches., end face outstanding fibre bundle from the resin structure material that take out cut, end portion treatment after, use it for the occasion that require durability and flame resistance, the sleeper of using as park stool, railway etc. thereafter.
But, in adopting this existing technology, must make mixed liquor impregnated in fibre bundle after, it is filled in the metal mold that carries out moulding in batches.
Therefore, fibre bundle is disperseed and the operation of filling must be adjusted by skilled operating personnel, when its filling, carry out or adjust frothing percentage equably when foam, make the glass fibre dispersion.And, be difficult for making continuously above-mentioned uniform resin structure material.
Summary of the invention
Therefore, the purpose of this invention is to provide a kind of of fine qualities and broad-spectrum fibre strengthening resin structure material.It improves intensity, particularly bending strength and the compressive strength of this resin structure material by the distribution of uniform glass fiber.
In order to achieve the above object, fibre strengthening resin structure material of the present invention comprises the base material of resin, and permutation ground row establishes the glass fibre that is used for strengthening material in this base material.
Adopt the fibre strengthening resin structure material of this structure,, have the effect of strengthening material because glass fibre permutation ground row is located in the base material.Therefore, can improve the bending strength and the compressive strength of fibre strengthening resin structure material.
Description of drawings
Fig. 1 is the oblique view that its portion that wants of the described fibre strengthening resin structure material of the specific embodiment of the present invention describes.
Fig. 2 is for supporting the part section oblique view that the situation of rail describes to the railway sleeper that uses embodiment 1 fibre strengthening resin structure material from the below.
Fig. 3 is the expansion sectional drawing that describes to the resin shield structure lining cutting of using embodiment 2 fibre strengthening resin structure materials.
Fig. 4 is for to the manufacturing situation of the resin shield structure lining cutting of the using embodiment 2 fibre strengthening resin structure materials plane model figure along operation (a)～(b) describe.
Fig. 5 is used for the oblique view of structure situation of the connecting portion of vertical and horizontal well for resin shield structure lining cutting that show to use embodiment 2 fibre strengthening resin structure materials.
Fig. 6 is used for the sectional drawing of structure situation of the connecting portion of vertical and horizontal well for resin shield structure lining cutting that show to use embodiment 2 fibre strengthening resin structure materials.
Fig. 7 is for showing the front elevation of the driving arrival portion with the spacer body that uses embodiment 2 fibre strengthening resin structure materials.
Fig. 8 is the sectional drawing of the driving arrival portion among demonstration Fig. 7 along the B-B line position.
Fig. 9 is the sectional drawing of the driving arrival portion among demonstration Fig. 7 along the C-C line position.
Figure 10 is for showing the front elevation of the driving arrival portion with the composite component that uses embodiment 3 fibre strengthening resin structure materials.
Figure 11 is the sectional drawing of the driving arrival portion among demonstration Figure 10 along the D-D line position.
The face model figure of Figure 12 for the driving arrival portion that utilizes embodiment 4, the example of enclosing ditch that forms according to diaphragm wall are described.
Figure 13 is for to the driving arrival portion that utilizes embodiment 4, excavate the face model figure that the example of enclosing ditch that forms describes according to continuous circular.
Figure 14 is for showing the oblique view of the compression plate complex that uses embodiment 5 fibre strengthening resin structure materials.
Figure 15 utilizes the compression plate complex of embodiment 5 fibre strengthening resin structure materials for illustration and implements vertical sectional drawing on the slope of earth anchor construction method.
Figure 16 is for showing the oblique view of the compression plate complex that uses embodiment 6 fibre strengthening resin structure materials.
Figure 17 is for showing the vertical view of the nappe that uses embodiment 7 fibre strengthening resin structure materials.
Figure 18 shows the sectional drawing of the nappe of Figure 17 along the E-E line position.
Figure 19 shows the sectional drawing of the nappe of Figure 17 along the F-F line position.
The oblique view that Figure 20 describes for the structure to the nappe that uses embodiment 8 fibre strengthening resin structure materials.
The oblique view of Figure 21 for the structure that shows the nappe that uses embodiment 9 fibre strengthening resin structure materials is described.
Figure 22 is the front elevation of the water channel radical occlusion device of the shutter configuration of demonstration use embodiment 10 fibre strengthening resin structure materials.
The oblique view that Figure 23 describes for the structure to the baffle plate that uses embodiment 10 fibre strengthening resin structure materials.
The oblique view that Figure 24 describes for the structure to the lining assembly that uses embodiment 11 fibre strengthening resin structure materials.
Figure 25 for show with Figure 24 lining assembly be applied to both establish water channel after, along the sectional drawing of G-G line position.
The mode oblique drawing that Figure 26 describes for the structure to the manufacturing installation that is used to make fibre strengthening resin structure material among the embodiment 12.
Figure 27 for the formed body orthogonal direction on, mode oblique drawing that the structure of the manufacturing installation of Figure 26 is described.
The pattern front elevation of Figure 28 for showing the manufacturing installation formed body apparatus for continous formation that is used for making fibre strengthening resin structure material among the embodiment 12, the portion that wants that is made of the metal ring band being described.
The mode oblique drawing that Figure 29 describes for the structure to the manufacturing installation that is used to make fibre strengthening resin structure material among the embodiment 13.
Figure 30 is for to make the manufacturing installation of fibre strengthening resin structure material and to comprise the pattern configurations figure that the formed body apparatus for continous formation describes being used among the embodiment 13.
The specific embodiment
Following according to Fig. 1 to Figure 30, the fibre strengthening resin structure material and manufacturing installation and the manufacture method that are used to implement preferred forms of the present invention are described.
At first, the fibre strengthening resin structure material with regard to this embodiment is illustrated.As shown in Figure 1, the fibre strengthening resin structure material 1 at embodiment comprises: be shaped to cuboid or tabular base material 2; And along the longitudinal direction A of this base material 2, and in base material 2 the many glass fibres 3 of proper alignment.Base material 2 is to be made of the foaming polyurethane resin.Described glass fibre is as strengthening material.
The fibre strengthening resin structure material 1 of this embodiment comprises the base material 2 that is made of the foaming polyurethane resin.Therefore, the content of glass fibre 3 is controlled to be: when 40～60 weight %, its density range is 0.4～1.4g/cm
2, be preferably 0.6～1.0g/cm
2
The density of the fibre strengthening resin structure material 1 of present embodiment and strengthen the content of used glass fibre 3, it is set at above-mentioned scope, and compares as the used timber such as beech tree of sleeper, has superior substance characteristics.
In other words, for example, when the content of glass fibre 3 is less than 40 weight %, or be lower than 0.4～0.6g/cm
2Scope the time, its intensity, especially bending strength or compressive strength will be inferior to timber.
And, when its density substantially exceeds 1.0～1.4g/cm
2During scope, will surpass the density of timber, thereby impair light-dutyly, weaken shock absorbing capability simultaneously, or the anxiety that reduces the machinability of cutting off etc. is arranged.
Moreover, when the content of glass fibre 3 surpasses 60 weight %, the polyurethane resin material of the liquid that is flooded during moulding is reduced, make the polyurethane resin material be difficult in glass fibre 3 dipping, thus have the glass fibre of making 3 can't be in base material 2 anxiety of uniformly dispersing roughly.
Below, the effect and the effect of the fibre strengthening resin structure material 1 of this embodiment are described.
Fibre strengthening resin structure material 1 at embodiment comprises: be shaped to cuboid or tabular base material 2; And along the longitudinal direction A of this base material 2, and in base material 2 the many glass fibres 3 of proper alignment.Base material 2 is to be made of the foaming polyurethane resin.Described glass fibre is as strengthening material.
The length of the longitudinal direction of glass fibre 3 is identical with the length of the longitudinal direction of base material 2, therefore, can control weight rate by the radical of glass fibre 3 and the frothing percentage of polyurethane resin material.
Therefore, also be easy to be controlled at the content of the glass fibre 3 that is disperseed in the base material 2,, promptly be controlled in the scope of 40～60 weight % can bring into play superior substance characteristics.So, substance characteristics that can stable fibers fortified resin structure material 1, thus the uniformity of quality improved.
In addition, glass fibre 3 fitly is arranged in the base material of polyurethane resin system, with even dispersion and as strengthening material, can improve intensity, particularly bending strength and compressive strength.The anxiety of burn into damage reduces, and can obtain the effect of durability.
And then the base material 2 of resin is that the thermosetting resin foaming body by foaming polyurethane resin etc. forms.Therefore,,, also keep bending strength and compressive strength, then can reach lightweight even the density of the base material of resin 2 is controlled very lowly by the invigoration effect of glass fibre 3.
And, because the foaming polyurethane resin has shock-absorbing capacity, so good antivibration, crashworthiness are arranged.Therefore, can realize saving additional padded coaming, reduce the quantity of parts, the purpose of controlling cost.
Can be easy to the base material 2 of foaming polyurethane resin is carried out moulding, and be easy to processing after the moulding, therefore, be easy to process different shape, use various uses.
[embodiment 1]
At first, just from structure explanation, among this embodiment, the predetermined interval that is separated by, the be laid in railway on construction ground in the bridge that comprises the metal bridge that is difficult for changing sleeper, tunnel etc. of a plurality of sleeper main bodys 6 is laid on the ground 4.Rectangular rail parts 5,5 are supported on a plurality of sleeper main bodys 6, and extend with the direction that the longitudinal direction A of sleeper main body 6 intersects.
In these sleeper main bodys 6, described glass fibre 3 is along the longitudinal direction A of base material 2, fitly to arrange.
In addition, support the 6a of seat surface portion, the 6a of rail parts 5,5, be located at these sleeper main bodys 6 above.
, utilize rail fixed part 7 and railway spike 8, rail parts 5,5 are fixed on the 6a of seat surface portion, the 6a of these sleeper main bodys 6, make the part of these sleeper main bodys 6 be embedded in railway simultaneously and lay in the rubble 8 in the ground 4 thereafter.
Then, effect and the effect that the fibre strengthening resin structure material of this embodiment 1 is used is illustrated.
Among this embodiment 1, railway is formed by base material 2 with the sleeper main body 6 of sleeper.The load of rail parts 5,5 is applied to the symmetrical part of the sleeper main body 6 of being fixed by rail fixed part 7.
Even this part is applied load from the top, because sleeper main body 6 is passed through along the longitudinal direction of the base material 2 of embodiment 1, the invigoration effect of the glass fibre of proper alignment has improved bending strength and compressive strength, therefore sleeper main body 6 can support rail, and will load disperse to be transferred to railway lay in the bridge of 4 ground surface or metal bridge etc.
And then, because of sleeper main body 6 has good against weather, can be used as the railway sleeper that is provided with outside the room.
And even in the place in the bridge of metal bridge that be difficult for to change sleeper, tunnel etc., sleeper main body 6 also is easy to corrosion unlike wooden sleeper, have long durability, therefore, can prolong the cycle of maintenance; In case after laying, can semipermanent use, only this, managing and protecting after also helping constructing.
In addition, the 6a of seat surface portion, the 6a of the sleeper main body 6 that rail 5,5 is fixed are formed by urethane resin, therefore, can be processed into arbitrary shape easily.
The top formation of facial 6a, 6a has the inclined plane at angle of inclination owing to can be present.Therefore, in the time of need adjusting altimeter angle of inclination or the work high above the ground above the bridge at metal bridge etc. in the job site of laying rail 5,5, can adjust height and angle of inclination at an easy rate, so, can make to execute to be easier to carry out.
Omission to the structure of roughly the same other of aforementioned embodiments and the explanation of action effect.
[embodiment 2]
At first from structure, in embodiment 2, as shown in Figure 3, the resin system shield structure lining cutting 10 that is used as the wall member that constitutes wall in the direct tunneling construction method of shield structure is by described fibre strengthening resin structure material 1, be shaped to tabular many long slab material 1a and 1b and bond with the state lamination of bending and constitute.
The manufacturing installation 14 of this resin system shield structure lining cutting 10 is constituted as: shown in Fig. 4 (a), between the limiting part 11,11 at the both ends of limiting described long slab material 1a, be provided with support sections 12, near the pressure-producing part 13 by pressurizeing vertical central portion makes the long slab material 1a bending of order lamination.
Secondly, the manufacturing process to the described resin system shield structure lining cutting 10 of using this manufacturing installation 14 describes.
In the manufacturing installation 14 of the present embodiment 2 that so constitutes, shown in the two point dotted line among Fig. 4 (a), make the both ends of described long slab material 1a and it is carried out limiting part 11,11 butts of standard, adjust, shown in solid line, vertically pressurizeing near the central portion towards described support sections 12 directions by described pressure-producing part 1.
At this moment, be located at long glass fiber 3 in the described base material 2 vertically along described long slab material 1a vertically by proper alignment, therefore even so exert pressure partly, by described long glass fiber 3 along with crooked and disperse to absorb bending stress.
Therefore, can solve described long slab material 1a is problems such as break generation complications with the part with pressure-producing part 13 butts.
Then, shown in Fig. 4 (b), by the pressurization of this pressure-producing part 13, in the rear side of the described long slab material 1a that is bent, lamination forms bonding material layer 1b.
Then, shown in Fig. 4 (c), utilize described pressure-producing part 13 once more next bar long slab material 1a to be pressurizeed, it is bent along described article one long slab material 1a towards described support sections 12 directions, and bonding.
Next, shown in Fig. 4 (d),, and bond, can obtain resin system shield structure lining cutting 10 as shown in Figure 3 by sequentially mutual described bonding material layer 1b of lamination and long slab material 1a.
Secondly, the action effect to the direct tunneling construction method of shield structure that uses this resin system shield structure lining cutting 10,10 describes.
So resin system shield structure lining cutting 10,10 that constitutes, shown in Fig. 5 and 6, the wall body with the wall of the vertical of together using as the direct tunneling construction method of formation shield structure as other armored concrete system shield structure lining cutting 15 of wall member 16 is combined into the ring-type use.
This resin system shield structure lining cutting 10 is compared with the wall member of armored concrete system, can be formed by cheapness.
And, in the vertical wall that the shield driving with circular peripheral wall is used,, can easily utilize the cutting machine 18 of shield machine 17 by using resin system shield structure lining cutting 10,10, being tunneled and formed the possible excavation of arrival by cutting may part 19.This resin system shield structure lining cutting 10,10, by carrying out lamination at many long slab materials of described case of bending 1a, and by described bonding material layer 1b bonding and constitute.
Therefore, as shown in Figure 5, utilize direct tunneling construction method, can form the horizontal well 20 vertical from the wall of vertical 16 with this vertical 16.
And this resin system shield structure lining cutting 10 is strengthened by the long glass fiber 3 that proper alignment in the base material 2 of described urethane resin system is provided with, and therefore can obtain enough to bear the intensity from the hydraulic pressure of soil pressure on every side and underground water etc.
And the base material 2 of urethane resin system and long glass fiber 3 can be easily by shield structure cutting machine 18 cuttings of shield machine 17.
Therefore, during with the lining cutting 15 of the concrete system of use shield structure, owing to can't directly use the shield structure cutting machine 18 of shield machine 17, must utilize manpower to compare in the situation that wall member forms opening, during the lining cutting 10 of the resin system of use shield structure, the shield machine 17 of excavated earth is tunneled in vertical 16, by the described resin system shield structure of the shield structure cutting machine 18 cutting perforations lining cutting 10 of this shield machine 17, thereby can tunnel and make it to arrive, construction can be carried out easily.
Other structure and action effect are identical substantially with described example, therefore omit related description.
[embodiment 3]
Fig. 7 to 9 is in the present embodiment 3 being used for described fibre strengthening resin structure material 1 diagram of SEW construction method.Described fibre strengthening resin structure material 1 is as the spacer body 110 of the driving arrival portion 100 of the shield machine under underground driving or arrival point 17, be arranged at underground with the depth location of regulation.
At first, from textural, the described spacer body 110 of present embodiment 3 is the flat circle plate-like, is provided with reinforcement frame material 111 made of iron around it.
Described reinforcement frame material 111 is supported, is fixed by reinforcing bar 16b that is provided with among the wall 16a of the vertical 16 of described shield structure lining cutting 15 grades of concrete system and 16b.
Secondly, the action effect to the spacer body 110 of present embodiment 3 describes.
The spacer body 110 of present embodiment 3 has the driving arrival portion 100 of described spacer body 110 and described reinforcement frame material 111 except that the action effect with previous embodiment 2, can bear the suffered soil of the wall of vertical 16 and the pressure of water fully.
In addition, described shield machine 17 is to underground driving or arrival point following time, can be directly and the described spacer body 110 of digging easily, and go there is no need to resemble in the past to destroy with the formed wall 16a of armored concrete.
Therefore, can realize reduction of erection time, reduction expenses of labour.
Moreover, the described fibre strengthening resin structure material 1 that obtains after described spacer body 110 owing to used strengthens plastic foamed body and function long glass fiber 3 is not only cheap but also have the bending and a compressive strength of expection.
In the present embodiment 3, be used to support the reinforcing bar 16b and the 16b of described reinforcement frame material 111, also reinforced frame can be set again.
In this occasion, described reinforcement frame material 111 more firmly is fixed on the wall 16a of vertical 16, makes stable digging operation become possibility.
In addition, in the space around the described reinforcement frame material 111, also can be provided for injecting concrete auxiliary injection conduit.
To being easy to generate the gap below described reinforcement frame material 111, can injecting concrete with this auxiliary conduit that injects complementaryly, thereby guarantee the good intensity and the good state of leaking that prevents of described vertical 16.
Also can with dispose the waterproof sealing material the stiffening ring watertightness be fixed on the described reinforcement frame material 111.
When described shield machine 17 carried out the digging operation, the described stiffening ring that disposes the waterproof sealing material can bear the hydraulic pressure on the wall 16a that puts on described vertical 16, thereby prevented that underground water from flowing to or seepage vertical 16 inside.
Therefore, can guarantee that not only the stable of digging operation carries out, even and the domain in the wall 16a of vertical 16 outside when pollution is arranged, the ground improvement engineering that also can remove soup injection etc. from.
Other structure and action effect are identical substantially with aforementioned embodiments and embodiment 2, therefore omit related description.
[embodiment 4]
In Figure 10 to 13 illustrated embodiment 4, described driving arrival portion 120 places are provided with a plurality of composite components 130 and concrete mortar 140 alternately.
Wherein, fixing by described fibre strengthening resin structure material 1 around the H shaped steel 131 of described composite component 130, it forms in vertical direction, and longitudinally roughly to be plate bar-shaped.This fibre strengthening resin structure material 1 is used as reinforcement material, and proper alignment has many long glass fibers 3 in its described base material 2.
And, be provided with at the both ends up and down of described composite component 130 and connect metalwork 132,132, and be connected at each the H shaped steel 133,133 that is connected with up and down.
Secondly the action effect to the driving arrival portion 120 of the composite component 130 that is provided with present embodiment 4 describes.
In present embodiment 4, remove action effect with described example and embodiment 3, and then use described connection metalwork 132,132 by each composite component 130 that described fibre strengthening resin structure material 1 constitutes, have certain rigid, and be connected with the described H shaped steel 133,133 that is positioned at upper-lower position.
Therefore, can under low excavating resistance, excavate described fibre strengthening resin structure material 1, described shield machine 17 can be tunneled and arrive easily.
And, when making composite component 130, owing to carry out foam filling, but therefore the big relatively space of filling can suppress the rising of cost of raw and processed materials such as polymerized urethane.
And, in light weight by the driving arrival portion 120 that this composite component 130 constitutes, therefore, can handle easily when being connected metalwork 132,132 and together carrying or construct etc. with described.
In addition, as shown in figure 12, in forming ground during connecting wall 141, as required, with surround the described composite component 130 that uses as driving arrival portion 120 around mode excavate, can form easily and enclose ditch 142.
And, as shown in figure 13, when forming underground connecting wall 151 by cylindric excavation, make a round-shaped part overlapping, excavate and compare with carrying out circle, can form the continuous ditch 152 that encloses easily.
Other structure and action effect are identical substantially with described example and embodiment 2, therefore omit related description.
[embodiment 5]
Embodiment 5 shown in Figure 14 and 15, expression is processed into this fibre strengthening resin structure material 1 and is provided with the plate-like shape of the compression face 23 of face of land butt and uses on ground the fixedly compression plate complex 21 of construction method.
At first, from structure, present embodiment 5 is as shown in figure 14, will roughly be fibre strengthening resin structure material 1 as polylith the plate body 22a of square shape, 22b, the compression plate complex 21 that 22c uses is arranged on the complex at the ground surface 24a place of the slip soil block 24 that has the inclined-plane as shown in figure 15.
Wherein, be positioned at that the rear side of the plate body 22a of below is formed with and face of land butt and fixing compression face 23, described each plate body 22a, 22b, 22c begins to constitute this compression plate complex 21 with surface area size order lamination from the 22a of surface area maximum.
Substantial middle portion above-below direction perforation at this compression plate complex 21 is formed with inserting hole 25, and the head 26a of earth anchor expanded materials 26 such as PC steel wire inserts and leads to wherein, and this head 26a is fixed on the plate body 22c place of topmost.
And the first end 26b of this earth anchor expanded material 26 inserts logical excavated hole 29 inside up to high-quality domain 27, and fixing by grouting such as cement 28.
Secondly, the action effect to the compression plate complex 21 of the use fibre strengthening resin structure material 1 of present embodiment 5 describes.
In the compression plate complex 21 of the embodiment 5 that so constitutes, the fibre strengthening resin structure material 1 that is made of the base material of being strengthened by described long glass fiber 32 with described ground surface 24a butt and fixing compression face 23 is plate-like shape and forms.
Therefore, the tractive force that is produced by earth anchor expanded material 26 can be disperseed, and can make it to transmit from the described compression face 23 that butt is fixed on ground surface 24a.
And, in present embodiment 5, each plate body 22a, 22b, 22c is from the big 22a of surface area lamination in order.
Can good efficiency disperse the tractive force that produces by described earth anchor expanded material 26, and can make it from the described compression face 23 that is fixed on the face of land to transmit.
Therefore, also can obtain weight lighter complex relatively, have good operating characteristics.
Other structure and action effect are identical substantially with described example, therefore omit related description.
[embodiment 6]
At first, from structure, the compression plate complex 31 of present embodiment 6, be as shown in figure 16, fibre strengthening resin structure material 1 roughly is the plate body 32a of cross shape as polylith, 32b, 32c and roughly be the foursquare tabular pedestal 32e of portion and use, same with described embodiment 3, be positioned at compression face 33 butts of the rear side of the plate body 32a of below and be fixed on the ground surface 24a place of slip soil block 24 as shown in figure 15 and the complex of setting being formed on inclined-plane.
For guaranteeing at this each plate body 32a, 32b, outstanding each protuberance that is provided with in the four directions of 32c has the above compression area of certain area separately, it laterally is being set to certain size W1 and W2, described each plate body 32a, 32b, 32c is from the big plate body 32a of surface area lamination and constitute compression plate complex 31 in order.
Secondly, the action effect to the compression plate complex 31 of present embodiment 6 describes.
In the compression plate complex 31 of present embodiment 6, remove the action effect of compression plate complex 21, and then described many plate body 32a that roughly are cross shape with described embodiment 3,32b, 32c is from the big plate body 32a of surface area lamination in order.
Therefore, further efficient is disperseed the tractive force by 26 generations of earth anchor expanded material well, and can make it from the described compression face that is fixed on the face of land to transmit.
Therefore, aspect weight with the tectosome that forms from top observation square in shape, compare, can form the tectosome of relative light weight, thereby have good operating characteristics.
Other structure and action effect are identical substantially with described example, therefore omit related description.
[embodiment 7]
Among the embodiment 7 shown in Figure 17 to 19, be erected at the tank of the sharp facility of agricultural water, water storage facility or sewage treatment plant etc. or the top nappe 35 of water channel, utilize the face sheet material 34 that constitutes by described fibre strengthening resin structure material 1 and constitute.
Illustrate from the structure of nappe 35, in the nappe 35 of present embodiment 7, by the plan view lateral edge portion of the rear side of the plane lid body 36 that forms of the face sheet material 34 of rectangular in shape roughly, be fastened with girder 37,37 vertically roughly covering total length.
Be connected to the curb girder 38,38 that is provided with along both sides of the edge portion in construction company between these girders 37,37 and reach a plurality of floor stringers 39 that between this curb girder 38,38, be arranged in parallel.
And this nappe 35 is constituted as: on the plane lid body 36 of this nappe 35, the solar energy mapping function parts 40 of solar battery panel or solar water heater etc. can be set.
Secondly, the action effect to the nappe 35 of present embodiment 7 describes.
In the nappe 35 of the embodiment 7 that so constitutes, promptly in the tank that is erected at water storage facility or sewage treatment plant etc. or water channel or these nappes 35 above the sharp facility of agricultural water, the face sheet material 34 that is used as plane lid body 36, same with described example shown in Figure 1, by proper alignment being had described long glass fiber 3 and being processed into plane by the base material 2 of its reinforcement and constituting.
Therefore, upper face side at this nappe 35, even for example mounting has the functional part of described solar energy mapping function parts 40 grades, when bending strength and compressive strength are enhanced, can be disperseing and be delivered to each girder 37,37 and curb girder 38,38 and support from the fastened described floor stringer 39 of side below from the load of top.
Therefore, in the nappe 35 of present embodiment 7, the operating characteristics when considering to carry out the on-off action of upper opening portion, even described face sheet material 34 constitutes thin and light weight, the also anxiety that does not bend can support the load of each functional part.
Other structure and action effect are identical substantially with described example, therefore omit related description.
[embodiment 8]
Among the embodiment 8 shown in Figure 20, will be by the face sheet material 34 that described fibre strengthening resin structure material 1 constitutes on the top nappe 41 that arch is applied in the tank that is erected at water storage facility or sewage treatment plant etc. or water channel.
On the nappe 41 of present embodiment 8, from top observation vertical both sides of the edge of the face sheet material 34 of rectangular in shape roughly, be provided with a pair of arch string parts 42,42 that the top is protruding arch shape along described.
Below these arch string parts 42,42, be provided with the described face sheet material 34 that is bent to form to arch shape, it is remained the top by a plurality of suspension members 44 that hang down from these arch string parts 42,42 and is convex shape and suspends in midair.
The circular arc direction that vertical edge of the long glass fiber 3 that is provided with in the described base material 2 of the described face sheet material 34 of present embodiment 8 is bent to form is by proper alignment.
Secondly, the action effect to the nappe 41 of present embodiment 8 describes.
So in the nappe 41 of the embodiment 8 that constitutes, be erected at the tank of water storage facility or sewage treatment plant etc. or water channel top, be the described face sheet material 34 that arch is bent to form, same with described example shown in Figure 1, proper alignment had described long glass fiber 3 and be processed into plane by the base material 2 of its reinforcement and be configured.
And described face sheet material 34 is arch and is set up, though therefore tank or water channel above have big peristome, essential intensity in the time of also can easily obtaining to cover above these.
Other structure and action effect are identical substantially with described example, therefore omit related description.
[embodiment 9]
In embodiment shown in Figure 21 9, the top nappe 51 that is erected at the tank of water storage facility or sewage treatment plant etc. or water channel utilizes the face sheet material 34 that is made of described fibre strengthening resin structure material 1 to be arch and constitutes.
At first, from structure, in the nappe 51 of present embodiment 9, from top observation vertical both sides of the edge of the space of a whole page material 34 of rectangular in shape roughly, set up and link a pair of binding chord 52,52 between two ends parts 34a, the 34a longitudinally along described.
And, described top be protruding arch shape described face sheet material 34 following side by a plurality of from described binding chord 52,52 towards the top by the upright pillar part of establishing 53 from supported underneath.
Next action effect to the nappe 51 of present embodiment 9 describes.
So in the nappe 51 of the embodiment 9 that constitutes, be erected at the tank of water storage facility or sewage treatment plant etc. or water channel top, be the described face sheet material 34 that arch is bent to form, same with described example shown in Figure 1, proper alignment had described long glass fiber 3 and be processed into plane by the base material 2 of its reinforcement and be configured.
And, described face sheet material 34 by a plurality of pillar parts 53 from supported underneath, set up and be arch, even therefore tank or water channel above have big peristome, the intensity that needs in the time of also can easily obtaining to cover above these, can obtain simultaneously the nappe of comparison light weight, the operating characteristics when following peristome to open and close plug is also good.
Other structure and action effect are identical substantially with described example and embodiment 8, therefore omit related description.
[embodiment 10]
Figure 22 and 23 illustrates the flashboard (baffle plate) 56 that is made of described fibre strengthening resin structure material 1, it uses as face sheet material at the water channel radical occlusion device 54 that is used for blocking water channels 55 such as water storage facility or sewage treatment plant.
At first from textural, as shown in figure 22, in the holder frame 57 and 57 that the side-walls of the left and right sides of described water channel 55 is provided with, insert the polylith baffle plate 56 that forms by described base material 2, according to the height of expection lamination up and down, formation water retaining wall 58.
In the base material 2 as shown in figure 23, during from the described baffle plate 56 of the grooves on two sides 57a of the described holder frame 57 of last direction and 57 and 57a plug-in mounting, described many long glass fibers 3 are set to proper alignment on across the longitudinal direction of the two ends 56a of described baffle plate 56 and 56a.
Go up along the longitudinal direction on top at the face sheet material of described baffle plate 56, is provided with the upper convex portion 56b that section is convex integratedly.
A pair of seal member 59,59 is arranged on the place, both sides of the edge along described upper convex portion 56b.
Go up along the longitudinal direction bottom at the face sheet material of described baffle plate 56, is provided with the lower concave part 56c that section is spill, and its described upper convex portion 56b with the baffle plate 56 of below is meshed.
In addition, be respectively arranged with seal member 60,60 at the two ends of described baffle plate 56 56a, 56a with hardware portion 61,61 and soft body 62,62.It connects with the grooves on two sides 57a of described holder frame 57,57, the madial wall of 57a respectively, thereby improves watertightness.
Secondly, the action effect to the water channel radical occlusion device 54 of the baffle plate 56 that uses present embodiment 10 describes.
In the baffle plate 56 of present embodiment 10, the described many long glass fibers 3 that are provided with in the described base material 2 are set to: during from the described baffle plate 56 of the grooves on two sides 57a of the described holder frame 57 of last direction and 57 and 57a plug-in mounting, and described many long glass fibers 3 proper alignment on across the longitudinal direction of the two ends 56a of described baffle plate 56 and 56a.
Therefore, need not to gain in weight, when baffle plate 56 is subjected to hydraulic pressure and bends, also can obtain sufficient bending strength and compressive strength corresponding to bending direction stress.
Thereby, in grooves on two sides 57a, the 57a of the described holder frame 57,57 of last direction the described polylith baffle plate 56 of plug-in mounting, when carrying out up and down lamination construction, also can obtain the good working performance.
In addition, when the described upper convex portion 56b of bottom lower concave part 56c that is provided with and the described baffle plate 56 that is positioned at lower position that inserts the face sheet material of the baffle plate 56 that formed by described base material 2, described baffle plate 56 on the sidewall of the left and right sides of described water channel 55 in the holder frame 57 and 57 that is provided with meshes, described seal member 59,59 is played the sealing function that forms the watertight state by the described face sheet material clamping of lamination up and down.
Once more, the seal member 60,60 that is provided with respectively at the two ends of described baffle plate 56 56a, 56a with described hardware portion 61,61 and soft body 62,62, connect with the grooves on two sides 57a of described holder frame 57,57, the madial wall of 57a respectively, play the sealing function that forms the watertight state.
Therefore, only by the described baffle plate 56 of plug-in mounting polylith in grooves on two sides 57a, the 57a of the described holder frame 57,57 of last direction, highly carry out up and down lamination, the water retaining wall 58 that just can obtain to have good watertightness according to expection.
So, because resinous base material 2 handling eases of hard urethane resin foaming body, therefore the shape of the coupling part of lamination can form the concaveconvex shape with excellent sealing up and down.
Therefore, the various face sheet materials that light weight, carrying and constructing operation is good use as baffle plate 56, thereby can be laminated to the water retaining wall 58 that the expection height forms desired size at an easy rate up and down.
Other structure and action effect are identical substantially with aforementioned embodiments, therefore omit related description.
[embodiment 11]
Figure 24 and 25 illustrates a kind of grooved lining assembly 63 (three water channel types) that water channel 68 had both been established in agricultural water road etc. that is used to study for a second time courses one has flunked.
At first, from textural, in this grooved lining assembly 63, the described base material 2 that is made of described fibre strengthening resin structure material 1 is after tabular moulding, as bottom sheets 64 and erect the side sheet material 65,65 that is arranged at these bottom sheets 64 left and right sides.
Be used for describedly both having established the described bottom sheets 64 of water channel 68 bottom surfaces and being used to cover the described described side sheet material 65,65 of both having established the medial surface of water channel 68 two sides, obtain connecting by being arranged at the bight sheet material 66,66 of both establishing water channel 68 corner portions, top is open, section grooved lining assembly 63 roughly in the form of slot thereby constitute.
Along between each bottom sheets 64,64 of both establishing the setting of water channel 68 bearing of trends and between described each side sheet material 65,65, continued by rubber connecting member 67.
Secondly, according to the sequence of construction of studying for a second time courses one has flunked of both establishing water channel 68 of present embodiment 11, the action effect of open channel type lining assembly 63.
After the described bottom sheets 64 of the relative light weight in the grooved lining assembly 63 of present embodiment 11 and described side sheet material 65 and 65 are moved to the job site, described bottom surface of both having established water channel 68 is placed and covered to described bottom sheets 64; This medial surface of both having established the two sides of water channel 68 covers with described side sheet material 65,65; And connect by described bight sheet material 66,66 and attaching parts 67.
Then, will be filled in described both having established between water channel 68 and the grooved lining assembly 63 to the pneumatic mud 69 of material as the back by the back filling construction.
Cover with paint, lacquer, colour wash, etc. in the coating on described bottom sheets 64 and sheet material 65,65 surfaces, described side, even after the construction through use, through the time deterioration and peeling off, owing to the long glass fiber 3 that works as the strengthening material material in the described base material 2 shown in Figure 1 is formed with the outward appearance of wood grain style, the exterior quality that also can keep grooved lining assembly 63 and on every side view to merge mutually for a long time.
In addition, also can after locating grooved lining assembly 63 made up in advance, workshop etc. be transported to the job site of both having established water channel 68 again.
At this moment, owing to described bottom sheets 64 and described side sheet material 65,65 relative light weights, so carrying is easy and construction is rapid.
Other structure and action effect are identical substantially with aforementioned embodiments, therefore omit related description.
[embodiment 12]
Figure 26 to 28 illustrates the manufacturing installation 70 that is used to make described fibre strengthening resin structure material 1.
At first, from the textural manufacturing installation 70 that is used to make described fibre strengthening resin structure material 1 present embodiment 12 that illustrates.
As shown in figure 26, between long glass fiber supply unit 71 and urethane resin liquid dipping portion 72, be provided with sprinkler 73.Above-mentioned long glass fiber supply unit 71 is supplied with many long glass fibers 3 from the coiling body 71a that is wound with many long glass fibers; Above-mentioned urethane resin liquid dipping portion 72 has rubbing plate 72a and dipping plate 72b; Above-mentioned sprinkler 73 has the spreader nozzle 73a that sprays urethane resin liquid from the top.
Described spreader nozzle 73a by each shifting pump 73b, 73c, is connected with first tank 73d of storage polyalcohol mixed liquor and the second tank 73e of storage PIC liquid respectively.
Above-mentioned polyalcohol mixed liquor and PIC liquid become urethane resin liquid 74 after mixing by above-mentioned shifting pump 73b, 73c, and the fibre bundle of the long glass fiber of being drawn by proper alignment 3 the way that marches forward from the top sprays.
In addition, can add blowing agent as required in urethane resin liquid in above-mentioned urethane resin liquid dipping portion 72 and/or this above-mentioned urethane resin liquid 74 that is sprayed, and the adjustment mixing ratio, the proportion of the base material 2 of the fibre strengthening resin structure material 1 when making the moulding sclerosis is about 0.74.
Draw and the fibre bundle of the described long glass fiber 3 that advances to same direction with the specific interval permutation, in the way of advancing, be inserted between the rubbing plate 72a that is arranged at urethane resin liquid dipping portion 72 and the dipping plate 72b and be held.
Wherein, above-mentioned rubbing plate 72a with the direction of the direction of advance quadrature of the fibre bundle of above-mentioned long glass fiber 3 on can make back and forth movement.
Fibre bundle by the long glass fiber 3 that continuous fiber constituted, be impregnated with under the state that becomes the urethane resin of base material 2 liquid 74, by being arranged on the moulding path 76 on the formed body apparatus for continous formation 75, being configured this moulding surrounds with the metal ring band 76a～76d of path 76, be shaped to section and be roughly tetragonal tabularly, pull out by drawing machine 77.
As shown in figure 27, constitute described moulding and be respectively arranged with jack device 75a, 75b and 75c with described each metal ring band 76a, 76b and the 76c of path 76.
Therefore, based on stretching of described each jack device 75a, 75b and 75c, use in the face of 76 in path towards described moulding with respect to described each metal ring band 76a, 76b and 76c, the position of its outer direction can be moved along the direction of arrow shown in Figure 28 respectively.
In addition, illustrate abridged heater in described moulding with also being provided with of path 76 on every side, it is used to heat described each metal ring band 76a, 76b, 76c and 76d, inserts and hardens with the urethane resin liquid that becomes base material 2 that fibre bundle flooded 74 foaming of the long glass fiber 3 of path 76 by described moulding thereby make.
The action effect of the manufacturing installation 70 of present embodiment 12 is described below.
As shown in figure 26, at the manufacturing installation with formed body apparatus for continous formation 75 70 that is used for making described fibre strengthening resin structure material 1 of present embodiment 12, long glass fiber supply unit 71 is supplied with many long glass fibers 3 from the coiling body 71a that is wound with many long glass fibers.
Above-mentioned polyalcohol mixed liquor, PIC liquid and blowing agent become urethane resin liquid 74 after mixing by above-mentioned shifting pump 73b, 73c, and the fibre bundle of the long glass fiber of being drawn by proper alignment 3 the way that marches forward from the top sprays.
At this moment, sneaked into blowing agent in the urethane resin liquid 74 of sprinkling.
Draw and the fibre bundle of the described long glass fiber 3 that advances to same direction with the specific interval permutation, in the way of advancing, be inserted between the rubbing plate 72a that is arranged at urethane resin liquid dipping portion 72 and the dipping plate 72b and be held.
Above-mentioned rubbing plate 72a with the direction of the direction of advance quadrature of the fibre bundle of above-mentioned long glass fiber 3 on can make back and forth movement, therefore the fibre bundle of above-mentioned long glass fiber 3 is contaminated the urethane resin liquid 74 that contains above-mentioned blowing agent.
Then, the fibre bundle of above-mentioned long glass fiber 3 is drawn in the described moulding usefulness path 76 that is arranged on the formed body apparatus for continous formation 75.
Like this, the fibre bundle of above-mentioned long glass fiber 3 is by unhardened urethane resin liquid 74 formed resin combination dippings, the moulding that is drawn to simultaneously after above-mentioned heater heating is used in the path 76, and thermmohardenings take place the urethane resin liquid that becomes base material 2 74 that the described long glass fiber 3 of proper alignment is flooded.
Therefore, the fibre bundle of above-mentioned long glass fiber 3 is disperseed by approximate equality in the inside of base material 2, can obtain the bending strength and the compressive strength of expecting after the sclerosis at an easy rate.
And in present embodiment 12, make four faces of the moulding of described base material 2 moulding with the difference subtend of path 76, constituted by metal ring band 76a, 76b, 76c and 76d.
Therefore, the fibre bundle of described long glass fiber 3 that has flooded described urethane resin liquid 74 is when being inserted into moulding with path 76 moulding, described metal ring band 76a, 76b, 76c and 76d will block the bulbs of pressure that produce owing to foaming when hot briquetting, thereby can expect the moulding of section configuration continuously.
The manufacturing installation 70 of present embodiment 12 can be continuously shaped with the shape of expection with described fibre strengthening resin structure material 1, therefore and batch moulding etc. compare, have good production efficiency.
Be combined into and metal ring band 76a, 76b, 76c and the 76d of font in, constituting wherein that three metal ring band 76a, 76b and 76c be set to can be according to the flexible medial surface position that change the moulding usefulness path 76 of moulding base material 2 of above-mentioned each jack device 75a, 75b and 75c.
Therefore, the a plurality of fibre strengthening resin structure materials 1 that utilize an above-mentioned formed body apparatus for continous formation 75 just can moulding to have the different section shape, compare with the manufacturing installation that must prepare a plurality of molds etc. corresponding to the shape of product, have the good adaptation of product.
Include the base material 2 of the fibre bundle of long glass fiber 3 from the inside that described drawing machine 77 is drawn with sclerosis or foaming hardening state, size in accordance with regulations obtains a plurality of fibre strengthening resin structure materials 1 after cutting off.
In present embodiment 12, fibre strengthening resin structure material 1 roughly uses behind the square-cut.
In addition, the section configuration of described fibre strengthening resin structure material 1 is by being arranged on moulding on the formed body apparatus for continous formation 75 when the path 76, and foaming sclerosis obtains standard.
Therefore, after having stipulated longitudinal size, only need to cut off, just can obtain the fibre strengthening resin structure material 1 of anticipated shape.
Other structure and action effect are identical substantially with aforementioned embodiments, therefore omit related description.
[embodiment 13]
Figure 29 and 30 illustrates the manufacturing installation 80 that is used to make described fibre strengthening resin structure material 1.
Be with manufacturing installation 70 main distinctions of the foregoing description 12: as shown in figure 30, the manufacturing installation 80 that is used for making described fibre strengthening resin structure material 1 of present embodiment 13, with described urethane resin liquid dipping portion 72 mutually continuously, be provided with formed body apparatus for continous formation 81, cutting machine 90 and airborne carrier 91.
The fibre bundle of the long glass fiber 3 of drawing from described urethane resin liquid dipping portion 72 be constituted as be drawn to formed body apparatus for continous formation 81 moulding with the path 86.
As shown in figure 30, described formed body apparatus for continous formation 81 has molding space 82, and it is used for making it foaming with heating with the together trailed urethane resin liquid 74 that becomes base material 2 of the fibre bundle of described long glass fiber 3.
The described molding space 82 mainly downside die piece 84 in the form of slot that is made of the metal ring band of the upside die piece 83 that is made of the metal ring band by top and bottom constitutes moulding with path 86, its section roughly is square, so that make the base material 2 of introducing be shaped to possible shape.
As shown in figure 29, in present embodiment 13, be provided with in described moulding and prevent that urethane resin from adhering to the poly tetrafluoroethylene 85 of mold with path 86.
Secondly, the manufacture method of making fibre strengthening resin structure material 1 with the manufacturing installation 80 of present embodiment 13 is explained.
In the manufacturing installation 80 of present embodiment 13, be introduced in the moulding that is arranged in the formed body apparatus for continous formation 81 fibre bundle of the described long glass fiber 3 in the path 86, be shaped to section with the upside die piece 83 of path 86 and downside die piece 84 in the form of slot and roughly be tetragonal tabular by constituting this moulding, be drawn out simultaneously.
At this moment, base material 2 is heated the foaming sclerosis takes place.When described upside die piece 83 is opened, as shown in figure 30, occur in the burr 1c on top, all a direction is arranged towards the top, is easy to thereby last processing is become.
Then, cut off, can arrive the possible state that transports at short notice with airborne carrier 91 through cutting machine shown in Figure 29 90 length in accordance with regulations.
Other structure and action effect are identical substantially with aforementioned embodiments and embodiment 12, therefore omit related description.
More than, though with reference to accompanying drawing, done to be described in detail by 1 to 13 pair of embodiments of the present invention of embodiment, concrete formation of the present invention is not limited to the content of described embodiment; Therefore the design alteration of being carried out in the scope that does not break away from purport of the present invention also is contained among the present invention.
Promptly in the embodiment 1 of above-mentioned embodiment, the material that constitutes fibre strengthening resin structure material is the foaming urethanes, also can be other various thermoplastic elastomer materials such as polyethylene with and compound etc., or after other thermosetting resin materials such as polyester constitute, portion's glass fibre that proper alignment is set strengthens also passablely within it, and there is no particular limitation to the material of resin material.
In addition, in the above-described embodiment, in base material 2 inside that are shaped to cuboid or tabular foaming urethane resin, the many long glass fibers 3 that use as strengthening material are along base material 2 vertical A proper alignment; In the inside of same base material 2, need only the many long glass fibers 3 that proper alignment is arranged at vertical A, many long glass fibers of other of lamination 3 can be arranged with its orthogonal arrangement or tilted direction.
Claims (13)
1. fibre strengthening resin structure material comprises being characterised in that the base material of resin:
Permutation ground row establishes the glass fibre as strengthening material in this base material.
2. fibre strengthening resin structure material as claimed in claim 1, it is characterised in that for supporting the sleeper of rail parts: described glass fibre is to arrange with permutation ground and along the mode longitudinally of described base material to establish.
3. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
By the formed wall of described base material, will be used for the direct tunneling construction method of shield structure.
4. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
Described base material is carried out tabular moulding, and a plurality of described base materials is constituted the lining cutting that bonds as lamination with the state of bending,
This lining cutting is used for the direct tunneling construction method of shield structure.
5. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
It comprises, the plate body of the compression face of formation and ground butt, and this plate body is as the compression plate that is made of described base material and be used for the ground anchor construction method.
6. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
It comprises, forms the plate body with the compression face of ground butt, and this plate body is made of described base material and is used for the ground anchor construction method as the compression plate complex, and this compression plate complex is that the surface area order lamination from big to small according to plate body forms.
7. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
Its face sheet material that is formed by described base material is as nappe, this face sheet material be erected at the tank that is used for water storage facility or sewage treatment plant or water channel above.
8. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
It is as the baffle plate that constitutes water retaining wall, and this water retaining wall is that the face sheet material that will be formed by described base material is inserted in the framework on the sidewall that is located at the either party about water channel at least, thereby lamination up and down is laminated to predetermined height and forms.
9. fibre strengthening resin structure material as claimed in claim 1 is characterised in that:
It is as the water channel structural member that constitutes flute profile lining assembly, and described flute profile lining assembly is that to make described base material be shaped to plate by use planar, and is used for bottom surface and two sides, roughly is groove shape to form open top section.
10. manufacturing installation, it is used to make the described fibre strengthening resin structure material of claim 1, is characterised in that:
At least the two sides of face-off of the path of the described base material of moulding is to be formed by the metal ring band.
11. a manufacturing installation, it is used to make the described fibre strengthening resin structure material of claim 1, is characterised in that:
The two sides of described path is to be formed by the metal ring band that is combined as groined type.
12. a manufacturing installation, it is used to make the described fibre strengthening resin structure material of claim 1, is characterised in that:
The molding space of the described base material of moulding is to be seized on both sides by the arms up and down and formed by the flute profile casting die part.
13. the manufacture method of a fibre strengthening resin structure material is characterised in that:
It is intrafascicular to make unhardened resin combination impregnated in the glass fibre that obtains by the coiling body introducing glass fibre from many glass fibres,, and be incorporated in the moulding path,
With the mode of permutation make described glass fibre in described base material inside thermmohardening in addition.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006101720147A CN101209588A (en) | 2006-12-27 | 2006-12-27 | Fibre strengthening resin structure material and manufacturing device and method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006101720147A CN101209588A (en) | 2006-12-27 | 2006-12-27 | Fibre strengthening resin structure material and manufacturing device and method thereof |
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| CN101209588A true CN101209588A (en) | 2008-07-02 |
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| CNA2006101720147A Pending CN101209588A (en) | 2006-12-27 | 2006-12-27 | Fibre strengthening resin structure material and manufacturing device and method thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104105589A (en) * | 2012-01-25 | 2014-10-15 | 赫克赛尔控股有限责任公司 | Improvements in or relating to laminates |
| CN105108929A (en) * | 2010-04-13 | 2015-12-02 | 汉高知识产权控股有限责任公司 | Curable compositions, processes for using such compositions to prepare composites and processes for preparing composites having superior surface finish and high fiber consolidation |
| CN107364154A (en) * | 2017-08-24 | 2017-11-21 | 陕西科技大学 | A kind of preparation facilities and method of fiber controllable arrangement enhancing composite |
| TWI623446B (en) * | 2015-07-10 | 2018-05-11 | 瑩信工業股份有限公司 | Manufacturing system of wheel supporting structure |
| CN109955487A (en) * | 2017-12-25 | 2019-07-02 | 丰田自动车株式会社 | The manufacturing method of composite component |
| CN110491961A (en) * | 2019-07-29 | 2019-11-22 | 上迈(镇江)新能源科技有限公司 | A kind of the lightweight photovoltaic module and its continuous complex forming equipment of continuous composite molding |
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2006
- 2006-12-27 CN CNA2006101720147A patent/CN101209588A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105108929A (en) * | 2010-04-13 | 2015-12-02 | 汉高知识产权控股有限责任公司 | Curable compositions, processes for using such compositions to prepare composites and processes for preparing composites having superior surface finish and high fiber consolidation |
| CN104105589A (en) * | 2012-01-25 | 2014-10-15 | 赫克赛尔控股有限责任公司 | Improvements in or relating to laminates |
| TWI623446B (en) * | 2015-07-10 | 2018-05-11 | 瑩信工業股份有限公司 | Manufacturing system of wheel supporting structure |
| CN107364154A (en) * | 2017-08-24 | 2017-11-21 | 陕西科技大学 | A kind of preparation facilities and method of fiber controllable arrangement enhancing composite |
| CN109955487A (en) * | 2017-12-25 | 2019-07-02 | 丰田自动车株式会社 | The manufacturing method of composite component |
| CN109955487B (en) * | 2017-12-25 | 2021-09-14 | 丰田自动车株式会社 | Method for manufacturing composite member |
| CN110491961A (en) * | 2019-07-29 | 2019-11-22 | 上迈(镇江)新能源科技有限公司 | A kind of the lightweight photovoltaic module and its continuous complex forming equipment of continuous composite molding |
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Open date: 20080702 |