CN205975168U - Synthetic fiber rope and contain its concrete structure and microscler object - Google Patents
Synthetic fiber rope and contain its concrete structure and microscler object Download PDFInfo
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- CN205975168U CN205975168U CN201620663190.XU CN201620663190U CN205975168U CN 205975168 U CN205975168 U CN 205975168U CN 201620663190 U CN201620663190 U CN 201620663190U CN 205975168 U CN205975168 U CN 205975168U
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- side line
- fiber rope
- heart yearn
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- synthetic fiber
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- 239000004567 concrete Substances 0.000 title claims abstract description 46
- 229920002994 synthetic fiber Polymers 0.000 title claims abstract description 41
- 239000012209 synthetic fiber Substances 0.000 title claims abstract description 41
- 229920005989 resin Polymers 0.000 claims abstract description 34
- 239000011347 resin Substances 0.000 claims abstract description 34
- 238000004513 sizing Methods 0.000 claims description 13
- 238000010276 construction Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 2
- 229920000049 Carbon (fiber) Polymers 0.000 abstract description 57
- 239000004917 carbon fiber Substances 0.000 abstract description 57
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 abstract description 51
- 229920001187 thermosetting polymer Polymers 0.000 abstract description 17
- 238000007711 solidification Methods 0.000 abstract description 10
- 230000008023 solidification Effects 0.000 abstract description 10
- 230000017105 transposition Effects 0.000 abstract 1
- 239000000835 fiber Substances 0.000 description 15
- 230000010339 dilation Effects 0.000 description 12
- 239000000853 adhesive Substances 0.000 description 6
- 230000001070 adhesive effect Effects 0.000 description 6
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 5
- 229910052799 carbon Inorganic materials 0.000 description 5
- 230000035807 sensation Effects 0.000 description 5
- 241000644035 Clava Species 0.000 description 4
- 230000003321 amplification Effects 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000003199 nucleic acid amplification method Methods 0.000 description 4
- 238000007586 pull-out test Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- ZOXJGFHDIHLPTG-UHFFFAOYSA-N Boron Chemical compound [B] ZOXJGFHDIHLPTG-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 208000037062 Polyps Diseases 0.000 description 2
- 229920006231 aramid fiber Polymers 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 229910052796 boron Inorganic materials 0.000 description 2
- 239000000701 coagulant Substances 0.000 description 2
- 238000000280 densification Methods 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- BGOFCVIGEYGEOF-UJPOAAIJSA-N helicin Chemical compound O[C@@H]1[C@@H](O)[C@H](O)[C@@H](CO)O[C@H]1OC1=CC=CC=C1C=O BGOFCVIGEYGEOF-UJPOAAIJSA-N 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 229920005992 thermoplastic resin Polymers 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 206010024796 Logorrhoea Diseases 0.000 description 1
- 239000004952 Polyamide Substances 0.000 description 1
- 238000007718 adhesive strength test Methods 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Abstract
The utility model provides a crooked easy nature that has the moderate degree is and can be fixed in the synthetic fiber rope and contain its concrete structure and microscler object in the concrete with higher fixed efficiency. Carbon fiber rope (1) possesses: there are the flooding many carbon fibers (4) of thermosetting resin (5) to prick heart yearn (2) of tying the beam forming, and be having many carbon fibers (4) of thermosetting resin (5) to prick many side lines (3) of tying the beam forming flooding respectively. Above -mentioned thermosetting resin (5) are in the solidification state, and each side line of many piece above -mentioned side line (3) utilizes resin curing nature to be stereotyped. Each side line of many side lines (3) after the design becomes the state of transposition around above -mentioned heart yearn (2).
Description
Technical field
This utility model is related to synthetic fiber rope and the concrete construction containing it and elongate objects.
Background technology
Patent documentation 1 describes the clavas insertion concrete construction of carbon fiber system or aluminum fiber to realize intensity
The technical scheme improving.
【Prior art literature】
【Patent documentation】
Patent documentation 1：Japanese Unexamined Patent Publication 2000-110365 publication
It is perforated with elongated hole in reinforced column, carbon fiber clavas are beaten in above-mentioned elongated hole.Afterwards, by
The remainder space filling flowing shape curable resin of long in the hole, carbon fiber clavas are fixed in concrete.Carbon is fine
Tie up clavas processed to be only fixed in concrete by the flowing shape curable resin contacting with its surface.
Utility model content
The purpose of this utility model is to provide one kind so that concrete etc. is invaded inside rope to increase rope and concrete etc.
Contact area so as to improve the synthetic fiber rope of fixed efficiency.
Of the present utility model another object is that provides a kind of operability producing appropriateness flexure when being curved excellent
Synthetic fiber rope.
Possessed based on synthetic fiber rope of the present utility model：Heart yearn, it has many synthetic fibers being impregnated with resin,
Described many synthetic fibers are lashed bunchy；And many side lines, it is respectively provided with many synthetic fibers being impregnated with resin, institute
State many synthetic fibers and lashed bunchy respectively, described resin is in solid state, described many side lines are utilized respectively described tree
The curable of fat is finalized, and many side lines after sizing are respectively stranded state around described heart yearn.
The heart yearn being made up of many synthetic fibers being impregnated with resin and side line keep by making described resin solidification in tree
Shape during fat solidification.If heat cured resin, hot by applying, described resin solidification, if thermoplastic resin,
By cooling, described resin solidification.If making described resin solidification, heart yearn and side line at it in the state of giving regulation shape
Also can continue to afterwards maintain its shape.
Constitute synthetic fibers (the not natural fiber such as cotton or silk, but the macromolecule by chemosynthesis of heart yearn and side line
The fiber that compound is made) include carbon fiber, glass fibre, boron fibre, aramid fiber, polyethylene fibre, PBO (polyp-
Phenylenebenzobisoxazole) the others such as fiber fiber.These fibers are very thin, fine by many synthesis of harness
Dimension is such that it is able to impregnating resin.
Respectively become stranded around heart yearn by many side lines making to shape in advance using the curable of above-mentioned resin
State, constitute synthetic fiber rope.According to this utility model, by side carrying out in advance, utilizing above-mentioned resin solidification
The sizing of line, can be specifically between heart yearn and side line about and adjacent in the inside of synthetic fiber rope
Side line each other, in the case of substantially not damaging twisted state it is ensured that suitable space or gap.
Constitute the rope yarn that the heart yearn of synthetic fiber rope and side line about are the state of resin solidification respectively, therefore exist
Heart yearn allows sliding (dislocation) each other with side line about and adjacent side line.Thus, one kind is provided to be carried out curved
Flexure and the excellent synthetic fiber rope of operability of appropriateness is easily produced when bent.For instance, it is possible to by elongated synthetic fibers
Rope winding becomes the spool of path and densification, also will become light in the operation of operation field.Based on conjunction of the present utility model
Fibrecord is become for example to be suitable as other longer part such as electric wire (power transmission line), fiber optic cables, submarine cable or equipment
Reinforcement material.
In one embodiment, for each side line of described heart yearn and described many side lines, have in the longitudinal direction
There are the contact portion that (in the longitudinal direction exist) described side line contacts and described side line and described heart yearn with described heart yearn not
Both non-contact part of contact.That is, many side lines around heart yearn have in the total length of length direction with heart yearn not even
The part not contacting (side line floats from heart yearn) with heart yearn is touched in continued access.The out of shape of synthetic fiber rope is prevented by contact portion.
Non-contact portion is divided into the space between heart yearn and side line, hence helps to improve the bending easiness of rope, and to coagulation
The infiltration of the others coagulator such as soil, mortar or coagulating agent is also helpful.For example, when embedment synthetic fiber rope in concrete
When, concrete permeates into synthetic fiber rope, and synthetic fiber rope is firmly fixed in concrete.New based on this practicality
The synthetic fiber rope of type is for example also suitable as the reinforcement material of concrete construction.
In other embodiments, for each side line of described many side lines, have in the longitudinal direction with adjacent
Both the contact portion of side line contact and non-contact part discontiguous with adjacent side line.That is, many around heart yearn
Side line is had and is not continuously contacted with adjacent side line and the discontiguous part of adjacent side line (side in the total length of length direction
There is gap) between line and side line.The out of shape of synthetic fiber rope is prevented by contact portion.Non-contact part is favorably improved
The bending easiness of rope, penetrates into synthetic fiber rope to the others coagulator such as concrete, mortar or coagulating agent
Inside is also helpful.
Preferably, with regard to the contact portion between above-mentioned heart yearn and above-mentioned side line and non-contact part and adjacent side
Any one of line contact portion each other and non-contact part also repeat in the longitudinal direction to exist above-mentioned contact portion and
Above-mentioned non-contact part.Thus providing a kind of rope being easily bent in total length.This synthetic fiber rope is used for coagulation
In the case of soil structure, can disperse and guarantee to allow the inside of concrete infiltration empty on the length direction of synthetic fiber rope
Between, and can disperse and guarantee the entrance allowing concrete to enter externally to internal penetration.
3rd purpose of the present utility model is to provide a kind of concrete construction, and above-mentioned synthetic fiber rope is embedded in
In concrete.
4th purpose of the present utility model is to provide a kind of elongate objects, and above-mentioned synthetic fiber rope is used as its reinforcement
Material.
Brief description
Fig. 1 is the front view of carbon fiber rope.
Fig. 2 is the exploded perspective view of carbon fiber rope.
Fig. 3 is the amplification view of the III-III line along Fig. 1.
Fig. 4 is the amplification view of the IV-IV line along Fig. 1.
Fig. 5 is the amplification view of the V-V line along Fig. 1.
Fig. 6 is the curve chart of the result representing concrete pull-out test.
Specific embodiment
Fig. 1 represents the outward appearance of carbon fiber rope.Fig. 2 is the exploded perspective view of carbon fiber rope.Fig. 3 to Fig. 5 is edge respectively
The III-III line of Fig. 1, IV-IV line, the amplification view of the carbon fiber rope of V-V line.
Carbon fiber rope 1 is being in six roots of sensation side line 3 (3a～3f) structure of twisted state by a heart yearn 2 and about
Become (1 × 7 structure).Observe from section, carbon fiber rope 1, heart yearn 2 and side line 3 are respectively provided with the shape of circular.In addition,
Observe from section, the heart is configured with heart yearn 2 to carbon fiber rope 1 wherein, and be provided with six roots of sensation side line 3 in the way of surrounding heart yearn 2.
Carbon fiber rope 1 have such as 5mm～20mm about diameter.
Heart yearn 2 and side line 3 are all long by many for example tens thousand of that are impregnated with thermosetting resin (for example, epoxy resin) 5
It is circular rope yarn that carbon fiber 4 harness of shape becomes section, therefore the overall carbon fibre including hundreds thousand of about of carbon fiber rope 1
Dimension 4.Every carbon fiber 4 is very thin, has such as 5 μm～7 μm of diameter.Can also be by thermosetting resin 5 will be impregnated with
Bundle pricked by many carbon fibers 4, and by stranded for this carbon fiber bundle many, forms heart yearn 2 and side line 3 respectively.Heart yearn 2 and side line 3 also may be used
To say the being rope yarn that carbon fibre composite (CFRP) (Carbon Fiber Reinforced plastics) is made.
For heart yearn 2 and side line 3, in the present embodiment using the rope yarn of identical thickness (area of section).But can also
Using or than heart yearn 2 thick side line 3 thinner than heart yearn 2.By the radical of different carbon fibers 4, can arbitrarily adjust heart yearn 2
Thickness with each side line 3.
For the heart yearn 2 constituting carbon fiber rope 1 and side line 3, all use and heat is previously applied to thermosetting resin 5 and makes
The rope yarn of the state of its solidification.That is, by the heart yearn 2 in the state of solidifying in the thermosetting using thermosetting resin 5
Around, configure the side line 3 in the state of solidifying also with the thermosetting of thermosetting resin 5 and become stranded
State, make carbon fiber rope 1.Thermosetting resin 5 due to each heart yearn 2 and each side line 3 solidifies, therefore in heart yearn 2 and its
The side line 3 of surrounding and side line 3 allow suitable sliding each other.
With reference to Fig. 2,6 side lines 3 becoming stranded state around heart yearn 2 are all fixed to helical form, separately in advance
On the one hand, heart yearn 2 does not have spiral helicine sizing.Need not polylogia, the spiral-shaped of side line 3 is by thermosetting resin 5 thermosetting
Sizing before change.The lay pitch of the spiral helicine sizing of each side line 3 is roughly the same, and the spiral internal diameter of each side line 3 and heart yearn 2
Diameter roughly equal.
Here, in each side line 3, being there is the part being finalized in the way of partly outside slightly expansion and (hereinafter referred to as expand
Part).In carbon fiber rope 1 shown in Fig. 1, slightly emphatically show dilation 3A～3D everywhere.
With reference to Fig. 3, when section observes the part with dilation 3A, in 6 around heart yearn 2 piece side line 3a～3f
1 (side line 3a) is not contacted with heart yearn 2, outwards misplaces away from heart yearn 2.In the way of there is this dislocation, to side line 3a in advance
Shaped.By way of side line 3a is away from heart yearn 2, thus ensure that between heart yearn 2 and side line 3a inner space (non-connects
Contact portion is divided) 11.
Because heart yearn 2 and side line 3 section are circle, therefore certainly exist discontiguous between heart yearn 2 and side line 3
Partly (space being for example, in figure 3, general triangular by the section that heart yearn 2, side line 3c, side line 3d are formed) is (using accompanying drawing
Labelling 20 represents), but described inner space 11 in this specification does not imply that the space 20 that this section is general triangular,
And refer to the space between the heart yearn 2 that guaranteed by the sizing that side line 3 is carried out in advance and side line 3.By assuring that it is internal empty
Between 11, two sections are that the space 20 of general triangular links together.
In figure 3, side line 3a is contacted with two side line one of 3b, 3f side line 3f positioned at its both sides, but with another
One side line 3b does not contact, and (in the way of there is this dislocation, side line 3a is carried out in advance to the direction dislocation away from side line 3b
Sizing).By way of side line 3a is away from side line 3b, thus ensure that gap 12 between side line 3a and side line 3b.
With reference to Fig. 4, when section observes the part with other dilations 3B, the six roots of sensation side line 3a around heart yearn 2～
Two (side line 3e, 3f) in 3f are not contacted with heart yearn 2, thus ensure that inner space between heart yearn 2 and side line 3e, 3f
11.Because side line 3e, 3f are adjacent, therefore two inner spaces 11 are continuous, and its result is to define broad inner space.
In addition, though other side lines 3c is contacted with heart yearn 2, but this side line 3c is divided with two side line 3b, 3d both sides positioned at its both sides
From thus ensure that gap 12 respectively in the both sides of side line 3c.
In the diagram, inner space 11 is illustrated as closing space, but the inner space 11 not sky with outside cut-off completely
Between, but the open space with ft connection.That is, the inner space 11 guaranteeing between heart yearn 2 and side line 3 with carbon fiber rope
It is continuous that two adjacent side lines 3 of the other positions of the length direction of rope 1 separate the above-mentioned gap 12 being guaranteed.By gap 12,
Inner space 11 and ft connection.
With reference to Fig. 5, when section observes the part with dilation 3C, 3D, in the six roots of sensation side line 3 around heart yearn 2
Four (side line 3b, 3c, 3e, 3f) does not contact with heart yearn 2 it is ensured that inner space 11.In addition, between side line 3a and 3b, side
Gap 12 is ensure that between line 3c and 3d, between side line 3e and 3f, between side line 3f and 3a.
So, carbon fiber rope 1 is according to the difference of the position as section, the position in inner space 11 and gap 12 and
Quantity is different.But, according to the difference of section and position, both there are the feelings that inner space 11 and gap 12 are not in completely
Condition, conversely, the all-round six roots of sensation side line 3 that also likely to be present in heart yearn 2 does not contact the situation of heart yearn 2.In addition, as Fig. 3～Fig. 5 institute
Show, the size in the inner space 11 that section illustrates and gap 12 (the distance between heart yearn 2 and side line 3, adjacent side line 3 it
Between distance) be diversified.The degree of the multiple dilation 3A～3D of this expression is diversified.Additionally, it is fine in carbon
There is not great dilation (inner space 11 and gap 12), thus not there being the stranded shape of substantial damage in dimension rope 1
The situation of state.
Above-mentioned dilation is concatenated to form on the length direction of carbon fiber rope 1.That is, with regard to heart yearn 2 and Duo Gen side
, above-mentioned side line 3 and contacts the contact portion of above-mentioned heart yearn 2 (do not have internal sky in the longitudinal direction repeatedly in each side line of line 3
Between 11 part) and above-mentioned side line 3 do not contact the non-contact part (there is the part of inner space 11) of above-mentioned heart yearn 2.With
Sample ground, to adjacent side line 3 each other for, contact portion (not having the part in gap 12) also occurs in the longitudinal direction repeatedly
And non-contact part (there is the part in gap 12).
Dilation can be arranged it is also possible to be randomly provided every predetermined distance on the length direction of each side line 3.To institute
For some side lines 3, can be in the longitudinal direction with identical interval setting dilation it is also possible to make for each side line 3
Dilation is different at the interval of length direction.Dilation scattering device in carbon fiber rope 1, in the length of carbon fiber rope 1
On degree direction, inner space 11 and gap 12 dispersion exist.
As described above, carbon fiber rope 1 is solidified due to the thermosetting resin 5 of heart yearn 2 and each side line of side line 3, therefore exist
Between heart yearn 2 and side line 3, side line 3 allow sliding each other, and then due to having inner space 11 and gap 12, therefore by
The flexure of appropriateness is produced, thus operability is more excellent when being curved.The spool of path can be wound into and densification, operation
The operation at scene also will become light.Carbon fiber rope 1 is suitable for being used for example as the core of the elongate objects such as power transmission line.
In addition, carbon fiber rope 1 can be used as the reinforcement material of such as concrete construction.Carbon fiber rope 1 is embedded in
When in the concrete (newly-laid concrete) before solidification, with adjacent side line 3, gap 12 each other enters concrete for entrance
In carbon fiber rope 1.Enter from gap 12 and guaranteed between the concrete entrance heart yearn 2 of the inside of carbon fiber rope 1 and side line 3
Inner space 11, as a result, contact area between carbon fiber rope 1 and concrete becomes big.But, according to newly-laid concrete
Viscosity, inner space 11, the difference of the size in gap 12 etc. it is also possible to concrete is not completely filled with inner space 11, but
It is on the basis of concrete is contacted with the outer peripheral face (surface) of carbon fiber rope 1, also can occur in the inside of carbon fiber rope 1
Contact with concrete, it is achieved that the increase of the contact area between concrete and carbon fiber rope 1.Thus, for example, with
Reinforcing bar is compared, and adhesive stress degree can be greatly improved, and with higher fixed efficiency, carbon fiber rope 1 can be fixed on concrete
In.Concrete construction includes bridge grider, bridge pier, bridge wall railing, protection walls etc..
Fig. 6 be represent transverse axis be sliding displacement (mm), the longitudinal axis be adhesive stress degree (N/mm2) concrete pull-out test knot
The curve chart of fruit.Solid line in curve chart represents the result of the test of above-mentioned carbon fiber rope 1, and dotted line represents do not there is internal sky
Between 11 and gap 12 carbon fiber rope result of the test.Constitute the diameter of the heart yearn of rope and side line, radical and structure, with
And the embedment length (attachment length) in concrete is measured at identical conditions.
" the continuous fiber reinforcement material based on pull-out test and coagulation that concrete pull-out test is formulated according to building association
Adhesive strength test method between soil " is carried out.In this experiment, it is produced on the shape that the two ends of carbon fiber rope externally protrude
It is embedded with the concrete block of intermediate portion under state.Using cupping machine, to from the outwardly directed carbon in one end of concrete block
Fibrecord applies tensile load with the load rate specifying, outwardly directed to the other end from concrete block using displacement meter
The displacement (sliding displacement) of carbon fiber rope measures.
Adhesive stress degree τ (N/mm2) calculated using below equation.
Adhesive stress degree τ=P/u L
Wherein, P represents tensile load (kN), and u represents the nominal circumference (mm) of carbon fiber rope, and L represents with respect to coagulation
The attachment length (mm) of soil block.
Can be seen that from the result of Analysis of Concrete Tensile test and there is no inner space 11 and the carbon fiber rope in gap 12
Adhesive stress degree (dotted line) compare, the adhesive stress degree (solid line) of above-mentioned carbon fiber rope 1 is greatly improved, and concrete is fixed
Efficiency is higher.
The sizing degree (degree of the constraint realized by side line 3) of the side line 3 in carbon fiber rope 1 can use carbon fiber
The diameter D of rope 1, the diameter σ of the heart yearn 2 of composition carbon fiber rope 11Diameter σ with side line 32, by D/ (σ1+2σ2)×100
(%) (hereinafter referred to as sizing rate) represents.If there is the sizing rate of about 100.1～105 (%), carbon fiber rope 1 quilt
The flexure of appropriateness can be produced, thus concrete fixed efficiency also can improve when being curved.But, fix paying attention to concrete
It is also possible to many side line 3 sizings are made it have bigger example in the case that efficiency will improve concrete fixed efficiency further
As 110% about sizing rate.
In the above-described embodiment, for by making thermosetting resin 5 impregnate the wire harness of many carbon fibers 4 and by it
Apply heat and make it solidify the heart yearn 2 obtaining and side line 3 and constitute the example of carbon fiber rope 1 to be illustrated, but can also generation
Use thermoplastic resin (for example, polyamide) for thermosetting resin 5.Alternatively, it is also possible to replace carbon fiber to use glass
Fiber, boron fibre, aramid fiber, polyethylene fibre, PBO (polyp-phenylenebenzobisoxazole) fiber etc. other
Synthetic fibers.
Description of reference numerals
1 carbon fiber rope
2 heart yearns
3rd, 3a, 3b, 3c, 3d, 3e, 3f side line
3A, 3B, 3C, 3D dilation
4 carbon fibers
5 thermosetting resins
11 inner spaces
12 gaps
Claims (7)
1. a kind of synthetic fiber rope is it is characterised in that possess：
Heart yearn, it has many synthetic fibers being impregnated with resin, and described many synthetic fibers are lashed bunchy；And
Many side lines, it is respectively provided with many synthetic fibers being impregnated with resin, and described many synthetic fibers are lashed into respectively
Bundle,
Described resin is in solid state, and the curable that described many side lines are utilized respectively described resin is finalized,
Many side lines after sizing are respectively stranded state around described heart yearn.
2. synthetic fiber rope according to claim 1 is it is characterised in that each side of described heart yearn and described many side lines
Line has the contact portion that described side line contacted with described heart yearn in the longitudinal direction and described side line is not connect with described heart yearn
Both tactile non-contact part.
3. synthetic fiber rope according to claim 1 and 2 is it is characterised in that each side line of described many side lines is being grown
Have on degree direction with the contact portion that adjacent side line contacts and non-contact part discontiguous with adjacent side line this two
Person.
4. synthetic fiber rope according to claim 2 is it is characterised in that described contact portion and described non-contact part
Repeatedly exist in the longitudinal direction.
5. synthetic fiber rope according to claim 3 is it is characterised in that described contact portion and described non-contact part
Repeatedly exist in the longitudinal direction.
6. a kind of concrete construction is it is characterised in that the synthetic fiber rope any one of claim 1 to 5 is buried
In concrete.
7. a kind of elongate objects are it is characterised in that the synthetic fiber rope any one of claim 1 to 5 is used as it
Reinforcement material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620663190.XU CN205975168U (en) | 2016-06-29 | 2016-06-29 | Synthetic fiber rope and contain its concrete structure and microscler object |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620663190.XU CN205975168U (en) | 2016-06-29 | 2016-06-29 | Synthetic fiber rope and contain its concrete structure and microscler object |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975168U true CN205975168U (en) | 2017-02-22 |
Family
ID=58022434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620663190.XU Active CN205975168U (en) | 2016-06-29 | 2016-06-29 | Synthetic fiber rope and contain its concrete structure and microscler object |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975168U (en) |
-
2016
- 2016-06-29 CN CN201620663190.XU patent/CN205975168U/en active Active
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