CN106133246A - For having the reinforcement stabilized zone of the Study on Reinforced Embankments Using structure of functionalization sheath - Google Patents
For having the reinforcement stabilized zone of the Study on Reinforced Embankments Using structure of functionalization sheath Download PDFInfo
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- CN106133246A CN106133246A CN201480075014.8A CN201480075014A CN106133246A CN 106133246 A CN106133246 A CN 106133246A CN 201480075014 A CN201480075014 A CN 201480075014A CN 106133246 A CN106133246 A CN 106133246A
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- stabilized zone
- reinforcing fiber
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- stabilized
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/126—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- D—TEXTILES; PAPER
- D03—WEAVING
- D03D—WOVEN FABRICS; METHODS OF WEAVING; LOOMS
- D03D25/00—Woven fabrics not otherwise provided for
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0051—Including fibers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0075—Textiles
- E02D2300/0078—Textiles woven
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0085—Geotextiles
- E02D2300/0087—Geotextiles woven
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Textile Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Woven Fabrics (AREA)
- Multicomponent Fibers (AREA)
- Reinforced Plastic Materials (AREA)
- Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
- Knitting Of Fabric (AREA)
- Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
- Braiding, Manufacturing Of Bobbin-Net Or Lace, And Manufacturing Of Nets By Knotting (AREA)
- Revetment (AREA)
Abstract
The present invention relates to the reinforcement stabilized zone (1) for Study on Reinforced Embankments Using structure, including long reinforcing fiber (12) and around or close longitudinal sheath (11) of long reinforcing fiber (12), sheath (11) is made up of the functional poly condensation material (111) comprising functional polyolefin at least in part.The invention still further relates to include the Study on Reinforced Embankments Using structure (2) in this stabilized zone (1), and manufacture method.
Description
Technical field
The present invention relates to the technical field of foundation stabilization for building retaining wall.In particular to a kind of stabilized zone,
Also referred to as Soil test, described stabilized zone is reinforcement, and can be used for the structure being made up of the reinforced earth building retaining wall.
Background technology
Study on Reinforced Embankments Using structure includes that embankment, surface layer and stiffener, described stiffener are connected to or are free of attachment to surface layer.
Embankment is made up of a kind of mixture or assembly, and described mixture or assembly can include at least one following material
Material: the material of the such recycling of material that sand, gravel, fine earth, rubble, such as dismounting building or civil engineering structure obtain
Material, industrial residue or the such binding agent of such as Calx or cement.
Surface layer provides profile attractive in appearance, and makes structure just corrode by covering the most sightless of the front of retaining wall
For there is stability.It is typically with what juxtaposed precast concrete element was made, and form is plate or block.It can also be by
Metal solder grate or the gabion being made up of metal gauze are constituted.
Stiffener can be made of a variety of materials, such as metal (especially galvanized steel) and synthetic material.It is arranged in road
In dike, its density depends on applying stress structurally, by the triboabsorption between embankment and stiffener from soil
Thrust.
In the case of a big chunk, providing stiffener with the form in stabilized zone, the length in described stabilized zone is about 3 meters extremely
10 meters, it would however also be possible to employ shorter or longer band.The width of band is usually 4 centimetres to 10 centimetres, however, it is also possible to adopt
With 10 centimetres to 25 centimetres of wide or broader bands.Such as, thickness from 1 millimeter to several centimetres, usually 1 millimeter to 6 millimeters.
Power is transmitted in these stabilized zones in embankment, therefore distributes power.
Especially, it is necessary between stabilized zone and the embankment at its place, transmit power.And, stabilized zone is preferably able at it
Power is transmitted in whole length.
A solution well known by persons skilled in the art is to utilize the stabilized zone including longitudinal sheath, described longitudinal direction
Sheath is interacted with embankment by friction.Stabilized zone also includes a kind of stiffener, and described stiffener is to be made up of one group of fiber
, described fiber is longitudinally disposed, parallel to each other, and divide with the center portion thereof be embedded in sheath in thus strengthen tensile strength.Sheath
Typically it is made up of polyethylene and polyester fiber.In the case of necessity, well known by persons skilled in the art for increase band with
One solution of frictional resistance between embankment is to provide longitudinal sheath, and the center portion thereof is divided and included reinforcing fiber and make side
Portion highlights, in order to preferably interact with the texture constituting embankment.
The shortcoming of polyester fiber is that the basicity to surrounding is sensitive, and, when the stabilized zone of parcel polyester fiber is such as at alkali
Property soil in use time, polyester fiber can be degenerated.Such as, fine earth is processed to improve its application property with Calx or hydraulic binding agent
Energy and/or stability are exactly this situation.
Therefore, it is possible to use is not highstrung other type of fiber to embankment character is favourable；Such as, poly-second
Enol fiber.
Inventor attempts to manufacture the stabilized zone including polyethylene sheath and stiffener, and described stiffener is by one group of polyethylene
Alcohol fiber is constituted.
In adhesion test process between these stabilized zone and embankments, under stronger embankment constraint, occur such
Situation: fiber slides within band should keep the sheath of its integrity, and cause band to slide relative to the embankment around it.By
This infers, lacks chemical bond and result in the adhesion strength between fiber and sheath not between polyethylene sheath and vinal
Foot.
Summary of the invention
The present invention thus tries to overcome the disadvantages mentioned above of prior art.Specifically, the present invention attempts to enable to manufacture
To its environment insensitive (and, it is therefore desirable to be enough in all kinds embankment), there is relatively high-tensile and can simultaneously
Reliably measure the stabilized zone of its mechanical performance.
For this purpose it is proposed, the present invention is provided to a kind of reinforcement stabilized zone of Study on Reinforced Embankments Using structure, it includes long reinforcing fiber
And around or close longitudinal sheath of long reinforcing fiber, sheath is by the functionalization comprising functional polyolefin at least in part
Polymeric material is made.
Polyolefin functional enables to provide functional group for the functional poly condensation material of sheath, and the material of reinforcing fiber can
Interact with described functional group, therefore between reinforcing fiber and sheath formed key, described push-to cross increase reinforcing fiber with
Adhesion between sheath prevents it from disconnecting.
Other optional non-limiting feature following shown.
Functional polyolefin advantageously comprises the functionalization of 0.01wt.% to 45wt.%.
Functional poly condensation material can comprise a kind of mixture of non-functionalized polymer and functional polyolefin.Preferably, non-
Functionalized polymer is non-functional polyolefin.Preferably, non-functionalized polyolefin is non-functionalized polyethy-lene, for non-functionalized line
Type Low Density Polyethylene is more preferably.Mass ratio between functional polyolefin nand function fluidized polymer is between 1:9 to 10:0.
Functional poly condensation material advantageously has functionalization gradient, reaches maximum with reinforcing fiber, away from increasing when contacting
It is gradually lowered during strong fiber.
In a specific embodiments of the present invention, the polyolefin that functional polyolefin is replaced by a kind of chemical element,
The functional group of described chemical element is selected from mono hydroxyeicosatetraenoic acid acid anhydride or dihydroxy anhydride, or chemical element is grafted the most thereon.Preferably, change
Learning element is maleic anhydride or acid phthalic anhydride group or acrylic acid.
Sheath can farther include around or a non-functionalized region of closing function polymeric material.This non-functionalized
Region is a kind of non-functionalized polymer, such as, and the non-functionalized polymerization identical with the mixture forming functional poly condensation material
Thing or other.
Reinforcing fiber can be advantageously by selected from polyvinyl alcohol, polyesters, quartz glass, linear polyamide or aromatic polyamides
Make with the material of metal.The form of reinforcing fiber can be line, strand or cable；These lines, strand or cable can be to spin
That become or braiding.
Sheath can farther include at least one longitudinal edge, and this longitudinal edge does not has reinforcing fiber, and has notch.
Stabilized zone can have two the longitudinal ends engaged one another while, therefore uses the form of ring.
The present invention also proposes a kind of stabilized zone being made up at least in part of aforementioned stable band.The form of this stabilized zone can
To be GSZ, warp thread that described GSZ is made up of stabilized zone (1) and weft yarn are formed, and described warp thread and weft yarn are
Braiding or overlapped.The stabilized zone of warp thread and weft yarn is by hot weld or is bonded in some cross point phase
Even.
The present invention also proposes a kind of Study on Reinforced Embankments Using structure, including:
Banket；And
At least one stabilized zone mentioned above, and/or be also at least one stabilized zone mentioned above, described at least one
Individual stabilized zone and/or at least one stabilized zone described are generally horizontally disposed in one or more levels of embankment.
This Study on Reinforced Embankments Using structure can farther include a surface layer and connector, and described connector is at least some
Stabilized zone and/or stabilized zone are connected to surface layer.These connectors also can be made up of stabilized zone, and especially form is stablizing of ring
Band.
Finally, the present invention provides a kind of method manufacturing stabilized zone described above, and described method includes:
Functional poly condensation material is heated at least to the activation temperature of functional group；
Make the functional poly condensation material around reinforcing fiber shape, thus form around or close the sheath of reinforcing fiber.
Method can farther include to stretch reinforcing fiber, can be by squeeze function polymeric material around reinforcing fiber
And make functional poly condensation material shape.
Method can also include heating non-functionalized polymer and stretching reinforcing fiber；
Wherein, functional poly condensation material is made to shape functional poly condensation material and the merit being to be strengthened fiber peripheral by co-extrusion
Can change what the non-functionalized polymer around polymeric material realized, the non-functionalized polymer around described functional poly condensation material
Formed around or the non-functionalized region of sheath of closing function polymeric material.
It is advantageously accomplished stretching reinforcing fiber while extrusion sheath.
Accompanying drawing explanation
By reading detailed description below, with reference to the accompanying drawing listed without limitation by the way of explaination, this
Bright other objects, features and advantages are it is clear that in the accompanying drawings:
Fig. 1 is a width schematic diagram in the stabilized zone according to the present invention, and its sheath is entirely to be made up of functional poly condensation material
's；
Fig. 2 is a width schematic diagram in the stabilized zone according to the present invention, its sheath include around or closing functionization polymerization material
One non-functionalized region of material；
Fig. 3 is a width schematic diagram in the stabilized zone according to the present invention, and its sheath is entirely to be made up of functional poly condensation material
, and there is notch；
Fig. 4 is a width schematic diagram in the stabilized zone according to the present invention, its sheath include around or closing functionization polymerization material
One non-functionalized region sheath of material, and there is notch；
Fig. 5 is a width schematic diagram of stabilized zone, and described stabilized zone includes the warp thread being made up of stabilized zone and by stabilized zone
The weft yarn made, described warp thread and weft yarn are placed on top of each other；
Fig. 6 is a width schematic diagram of stabilized zone, and described stabilized zone includes the warp thread being made up of stabilized zone and by stabilized zone
The weft yarn made, described warp thread and weft yarn mutually weave, and the structure of this type is relative with the definition of the GSZ of stiffener
Should；
Fig. 7 is a width schematic diagram of Study on Reinforced Embankments Using structure, can be by the stabilized zone of among Fig. 1 to Fig. 4, as choosing
Select, manufacture described Study on Reinforced Embankments Using structure by the layer of Fig. 5 or Fig. 6；
Fig. 8 is a width flow chart, illustrates each step of the method manufacturing the stabilized zone according to the present invention；
Fig. 9 illustrates cut-off and illustrates for measuring a width in the stabilized zone of the adhesion between reinforcing fiber and sheath
Figure.
Detailed description of the invention
Referring to figs. 1 through Fig. 4, below the reinforcement stabilized zone for Study on Reinforced Embankments Using structure according to the present invention is illustrated.
This stabilized zone 1 include long reinforcing fiber 12 and around or close longitudinal sheath 11 of long reinforcing fiber 12.Sheath
11 are made up of the functional poly condensation material containing functional polyolefin (Po-f) at least in part.
Polyolefin is saturated fat polymer, it is alternatively that, replace by olefin polymerization (also referred to as olefine) or obtain
Described polyolefin.
Functional polyolefin can be selected from functionalized polyethy-lene class, functional poly propylene class or such as functionalization ethylene vinegar
Vinyl acetate (EVA) such functional olefin copolymers.Preferably, functionalized polyethy-lene class, especially functionalization line style are selected
Low Density Polyethylene.
" functionalization " word is interpreted as by with containing functional group or the chemistry of unsaturation state in the linguistic context of the present invention
Element replaces polyolefin or by chemical element is grafted on polyolefin change polyolefin.Change polyolefin to also result in
Unsaturation state is formed in polyolefin chain.The functional group of its part can form covalent bond by the material with reinforcing fiber 12
Or hydrogen bond and react with it.
Especially, functional group is selected from mono hydroxyeicosatetraenoic acid acid anhydride or dihydroxy anhydride.
Such as, the chemical element of the hydrogen atom in polyolefinic carbochain is replaced to may is that maleic anhydride or acid phthalic anhydride base
Group or acrylic acid；Maleic acid anhydride group is the most frequently used.
Large number of functional group is needed not be provided in Po-f.It practice, Po-f functionalization is usually 0.01wt.% extremely
45wt.%.More than 45wt.% functionalization, it it is the most no longer polyolefin.Advantageously, functionalization degree be 0.01wt.% extremely
30wt.%, preferably 0.01wt.% to 15wt.%, or preferably 0.01wt.% to 5wt.%, for 0.1wt.% extremely
2wt.% is more preferably.
The functionalization degree of Po-f must be understood as the quality and functionality of the functional group reacted with polyolefin
Ratio between polyolefin Po-f gross mass.Can also be by the initial polyolefin (Po-nf) of non-functionalized and functional polyolefin
Between hydrocarbon Po-f, it is calculated by the gain of quality.Such as, if 10g maleic anhydride and polyolefin there occurs reaction,
The gross mass of Po-f is 100g, then functionalization degree in mass is then 10wt.%.Functional poly condensation material can comprise
The mixture of Po-f or the Po-f nand function fluidized polymer of 100wt.%.This non-functionalized polymer is and functional polyolefin
The polymer of hydrocarbon coupling, say, that its mixture long-time stable, and do not observe separated.It may be said that they are complete
Miscible.Non-functionalized polymer be preferably selected from non-functionalized polyethylene kind (PE-nf), non-functionalized polypropylene (PP-nf) or
Person's such as ethylene vinyl acetate (EVA-nf) such olefin copolymer.First-selected non-functionalized polymer is linear, low density
Polyethylene (LLDPE-nf).
Advantageously, the mass ratio between Po-f nand function fluidized polymer is between 1:9 to 10:0.Po-f is (best
It being LLDPE-f) mass ratio between nand function fluidized polymer (preferably LLDPE-nf) is between 1:4 to 1:1.
Functional poly condensation material 111 can have functionalization gradient, reaches maximum, away from increasing when contacting with reinforcing fiber 12
It is gradually lowered during strong fiber 12.Gradient can be continuous print or progressively.
Sheath 11 may also include around or a non-functionalized region 112 of closing function polymeric material 111.Therefore may be used
To reduce the cost of sheath 11, because generally non-functionalized polymer (or Po-nf) does not has Po-f expensive.Non-functionalized region
Polymer can be identical or different with the mixture becoming functional poly condensation material, and selected from mixture referred to above
Material.
One or more passage 13 can be formed in sheath 11, in these passages 13, stretch reinforcing fiber 12.Increase logical
The quantity in road 13 enables to increase the contact surface area between long reinforcing fiber 12 and sheath 11, and therefore increases the two structure
Become the interaction strength between key element.Preferably, the quantity of passage is 5 to 20.
Reinforcing fiber 12 is made up of any material that can strengthen stabilized zone tensile strength.Reinforcing fiber is by selected from polyethylene
Alcohol (PVAL), polyesters, quartz glass, linear polyamide or aromatic polyamides (aromatic polyamides) and metal or its mixture
Material is made.If using two or more material, the reinforcing fiber being made up of a kind of specified material can flock together, or
The component of the reinforcing fiber in each passage 13 can be different from another passage, it is, however, preferable to the enhancing in each passage 23
The component of fiber is the most identical.
In mentioned fiber, first-selected PVAL fiber.This is because, with polymer, glass, linear polyamide, fragrance
Polyamide is different with metal, and these materials character (especially constituting the pH value of the soil of the part of component of banketing) to banketing is no
Sensitive.
Reinforcing fiber 12 can be arranged in the sheath 11 parallel with its length easily, and parallel to each other.Described enhancing
Fiber can be crude fibre, is the most not spun into fiber.
Reinforcing fiber 12 can also be presented in line parallel to each other." line " is produced by textile fabric.Also
That is, fiber orients the most in the same direction, and is threaded together.The tensile strength of the line being made up of fiber is higher than being that
The tensile strength of this all fibres being arranged side by side；It practice, weaving enhances the mechanical performance of fiber.
Reinforcing fiber 12 can also be presented in strand parallel to each other or cable, such as institute in file EP2171160
State.Several lines weaved or is woven together, being formed one " strand ".Several strands weaved or is woven together, forming one
Individual " cable ".Because strand and cable produce by gathering a plurality of line, thus its appearance unlike fiber or line appearance that
Smooth.Therefore, strand or the concave-convex surface of cable, namely there are recess and projection in its surface.Around or close reinforcing fiber
The functional poly condensation material of 12 is suitable for these recesses and protruding shape, therefore, it is possible to mechanical strength is increased to tensile strength
On, increase the adhesion between reinforcing fiber 12 and sheath 11 further.
Reinforcing fiber 12 can also be made up of a kind of mixture, described mixture include crude fibre, line, strand and cable it
In at least two element.
Sheath 11 can include at least one high longitudinal edge 113 adhered to, and this height adheres to longitudinal edge does not has reinforcing fiber,
There is notch 114 (see Fig. 3 and Fig. 4), as described in file EP2247797.The notch on longitudinal edge 113 that this height adheres to
The effect of 114 is banketing of friction Study on Reinforced Embankments Using structure, thus stabilized zone 1 is held in place by.
It is said that in general, and as described above, the length in stabilized zone 1 is about 3 meters to 10 meters, however can also arrange longer or
Shorter stabilized zone 1.The width in stabilized zone 1 is between 4 centimetres to 6 centimetres, naturally it is also possible to manufacture width range greatly to 10
Centimetre so the band of 25 centimetres.The thickness in stabilized zone 1 from 1 millimeter to several centimeters, but preferably 1 millimeter to 6 millimeters.
Stabilized zone 1 can have two the longitudinal ends engaged one another while, therefore uses the form of ring.It is made up of stabilized zone
This ring can be used as stabilized zone to be connected to the connector of Study on Reinforced Embankments Using structure surface layer.Preferably, the Zhou Changwei of ring 40 centimetres is extremely
80 centimetres.
Multiple stabilized zones 1 may make up at least some of stabilized zone 10, it is advantageous to its form is GSZ, this geotechnique
Grid is by the warp thread including stabilized zone and also to include that the weft yarn in stabilized zone is constituted.Warp thread and weft yarn are stacked (Fig. 5)
Or (Fig. 6) of braiding.In the case of stacked warp thread and weft yarn, some or all stabilized zone 1c of warp thread is fixed to intersecting
The stabilized zone 1t of the weft yarn intersected therewith at point 101.In the case of braiding warp thread and weft yarn, can the most partially or completely
Ground is fixed to the stabilized zone 1c of warp thread the stabilized zone 1t of weft yarn, but is not necessary to so；This is because braiding can be relative to
Weft yarn maintains warp thread, and vice versa.The stabilized zone putting warp thread is preferably executed with the position that the stabilized zone 1t relative to weft yarn is 90 °
1c, the stabilized zone 1c of warp thread intersect with the stabilized zone 1t at right angle with weft yarn.But, the invention is not restricted to be oriented so as to, warp thread
Stabilized zone 1c is also possible with other relative orientation any of the stabilized zone 1t of weft yarn, such as 60o and 45o.
Can be by the stabilized zone 1t of the stabilized zone 1c of hot weld or the warp thread that is adhesively fixed with weft yarn.For polyolefin sheath
Known welding method is hot jet welding, minute surface welding, thermal wedge weldering, ultrasonic bonding and IR welding.
Stabilized zone 1 as above is used for building Study on Reinforced Embankments Using structure 2 (Fig. 7).In addition to stabilized zone 1, this reinforcement road
Embankment structure 2 also includes banketing 21.Stabilized zone 1 is flatly executed and is put in the banketing of one or more levels.In a variant, or
Person flatly executes, additionally, these stabilized zones 1 may be constructed, the stabilized zone 10 put in banketing in one or more levels.
Banket 21 generally include a kind of mixture or assembly, described mixture or assembly can include sand, gravel, fine earth,
The such recycled material of material, industrial residue or the ratio that rubble, such as dismounting building or civil engineering structure obtain
Such as at least one material among Calx or the such binding agent of cement.
Generally, this Study on Reinforced Embankments Using structure 2 also includes a surface layer 22 and connector 23, and described connector is at least certain
A little stabilized zones 1 are connected to surface layer 22.Surface layer 22 can use juxtaposed precast concrete element 221 to make, and form is plate or block.
It can also be made up of metal solder grate or the gabion being made up of metal gauze.
Stabilized zone 1 can be used as is, say, that during building Study on Reinforced Embankments Using structure 2, executes individually described in putting
Stabilized zone.
In the case of form in stabilized zone 1 is stabilized zone 10, during building Study on Reinforced Embankments Using structure 2, by once
The stabilized zone 1 putting a whole set of is executed in operation.Compared with individually placed, advantage is the time saving and laying stabilized zone 1.Another is excellent
Point is to lay to be easier to, because determining the distance between stabilized zone 1 in advance during manufacturing stabilized zone 10.
Connector 23 can be stabilized zone 1, especially can be to be the form of ring, and described ring is by being wound around and assembling is made
's.In this case, the adhesion between line and sheath is requisite for the intensity guaranteeing ring.
With reference to Fig. 8, the method manufacturing stabilized zone is described below.
The method manufacturing stabilized zone as above includes:
Functional poly condensation material is heated at least to the activation temperature of the functional group of Po-f；And
Make the functional poly condensation material around reinforcing fiber shape, thus form around or close the sheath of reinforcing fiber,
Therefore stabilized zone is obtained.
Activation temperature is to activate the temperature of functional group, depends on the character making the chemical element of polyolefin functional.Such as,
The activation temperature of maleic anhydride is 180 DEG C.It is therefore advantageous that by maleic two in extruder or blender
The polymeric material of Anhydride functional is heated approximately to 180 DEG C, last for several seconds clock.
Method advantageously comprises and stretches reinforcing fiber towards draw direction.By extruding around reinforcing fiber according to draw direction
Functional poly condensation material, it is achieved functional poly condensation material shapes.
This embodiment is advantageously used for a uniform sheath, say, that sheath does not has any non-functionalized region.
In a variant, it is achieved functional poly condensation material shapes, in order to form a functionalization ladder in polymeric material
Degree, reaches maximum, is gradually lowered during away from reinforcing fiber when contacting with reinforcing fiber.
Additionally, method can include heating non-functionalized polymer, preferably PE-nf, for LLDPE-nf more preferably.Pass through co-extrusion
Functional poly condensation material around reinforcing fiber and the non-functionalized polymer around functional poly condensation material, it is achieved functionalization
Polymeric material shapes, thus formed around or the non-functionalized region of sheath of closing function polymeric material.
While extrusion sheath, can complete to stretch reinforcing fiber, therefore save on the time, and save manufacture stabilized zone
Space.
Before stretching reinforcing fiber, reinforcing fiber can be spun into line.Line can be spun into or weave into strand, and can be cable
Stock is spun into or weaves into cable.
As selection, natively provide reinforcing fiber with the form of line, strand or cable, drawn the most in advance
Stretch.As selection, weave or the fiber provided with the form of line or strand is provided, in order to strand or cable are provided respectively.
Between reinforcing fiber and sheath, the test of adhesion is measured
The test shown below is carried out on stabilized zone, and described stabilized zone includes sheath and functionalization polymerization material
Material, described functional poly condensation material includes the mixture of LLDPE-nf Yu LLDPE-f, and its ratio is as shown in table 1.Pass through maleic
Dicarboxylic anhydride element makes the degree of LLDPE-f functionalization estimate to be about 1wt.%.Additionally provide one and control example, in order to compare.
Sheath in this control example comprises 100%LLDPE-nf.
Table 1
The PVAL stiffener of the strand form that stabilized zone 1 exists in including sheath.PVAL reinforcing fiber is distributed in sheath 11
In five interior passages 13, its central passage 131 is 7 mm wides, and 2 millimeters high.For all tested LLDPE-f with
For LLDPE-nf mass ratio, and for controlling example, the shape in stabilized zone and structure are identical.
The relative metal edge in two, stabilized zone cuts out an otch En, only keeps central passage 131 complete.Away from
From trimming 10 centimeters, on its whole width, cut out a transverse incision In through central passage 131, therefore separate and be positioned at center
Strand in passage 131.Therefore, between otch En and otch In, keep the stabilized zone 1 complete (see Fig. 9) of 10 centimetres.
The each stabilized zone 1 thus prepared is executed and is put on single axis traction platform.Band two ends be fixed on platform, at two ends it
Between apply pull strength, thus with the speed of 200 mm/min, two ends are separated.Record and enter with the speed of 200 mm/min
Power needed for row separation.
Therefore, it can in the length corresponding to 10 centimetres of the 1800mm2 contact surface between reinforcing fiber and sheath 11,
Measure the adhesion between reinforcing fiber and sheath 11.Result is have recorded in following table 2:
Table 2
Therefore it is observed that compared with the stabilized zone with the sheath being made up of LLDPE-nf completely, contain for having
For having the sheath of functional poly condensation material of 25%LLDPE-f, adhesion gain has been 56%.For have containing
50%, for the sheath of the functional poly condensation material of 75% and 100%LLDPE-f, this gain is climbed and is risen above 110%.
Claims (20)
1. for the reinforcement stabilized zone (1) of Study on Reinforced Embankments Using structure, including long reinforcing fiber (12) and around or close long enhancing
Longitudinal sheath (11) of fiber (12), sheath (11) is by the functional poly condensation material comprising functional polyolefin at least in part
(111) make.
Stabilized zone the most according to claim 1 (1), it is characterised in that functional polyolefin comprises 0.01wt.% extremely
The functionalization of 45wt.%.
Stabilized zone the most according to claim 1 and 2 (1), it is characterised in that functional poly condensation material (111) comprises NOT function
Can fluidized polymer and a kind of mixture of functional polyolefin.
Stabilized zone the most according to claim 3 (1), it is characterised in that functional polyolefin nand function fluidized polymer
Mass ratio is between 1:9 to 10:0.
Stabilized zone the most according to any one of claim 1 to 4 (1), it is characterised in that functional poly condensation material (111)
There is functionalization gradient, when contacting with reinforcing fiber (12), reach maximum, be gradually lowered during away from reinforcing fiber (12).
Stabilized zone the most according to any one of claim 1 to 5 (1), it is characterised in that functional polyolefin is by one
The polyolefin that chemical element replaces, the functional group of described chemical element is selected from mono hydroxyeicosatetraenoic acid acid anhydride or dihydroxy anhydride, or chemical element
It is grafted the most thereon.
Stabilized zone the most according to claim 6 (1), it is characterised in that chemical element is maleic anhydride or acid phthalic anhydride base
Group or acrylic acid.
Stabilized zone the most according to any one of claim 1 to 7 (1), it is characterised in that sheath (11) includes around or seals
Close a non-functionalized region (112) of functional poly condensation material (111).
Stabilized zone the most according to any one of claim 1 to 8 (1), wherein, reinforcing fiber (12) is by selected from polyvinyl alcohol
(PVAL), the material of polyesters, quartz glass, linear polyamide or aromatic polyamides and metal is made.
Stabilized zone the most according to any one of claim 1 to 9 (1), it is characterised in that the form of reinforcing fiber (12)
Can be line, strand or cable；These lines, strand or cable are spun into or weave.
11. stabilized zones according to any one of claim 1 to 10 (1), it is characterised in that sheath (11) includes at least one
Individual longitudinal edge (113), this longitudinal edge does not has reinforcing fiber (12), and has notch (114).
12. at least in part by a kind of stabilized zone made according to the stabilized zone (1) according to any one of claim 1 to 11
(10)。
13. stabilized zones according to claim 12 (10), are to make with the form of GSZ, described GSZ be by
Warp thread and weft yarn are formed, and described warp thread and weft yarn are partly made up of stabilized zone (1), and described warp thread and weft yarn are braidings
Or overlapped.
14. stabilized zones according to claim 13 (10), it is characterised in that the stabilized zone of warp thread and weft yarn by hot weld or
Person is bonded in some intersection and is connected.
15. Study on Reinforced Embankments Using structures (2), including:
Banket (21)；And
According at least one stabilized zone (1) according to any one of claim 1 to 11 and/or according in claim 12 to 14
At least one stabilized zone (10) described in any one, described at least one stabilized zone (1) and/or at least one stabilized zone described
(10) it is generally horizontally disposed in one or more levels of embankment.
16. Study on Reinforced Embankments Using structures (2) according to claim 15, farther include a surface layer (22) and connector
(23), described connector is for being at least connected to surface layer (22) some stabilized zone (1).
17. manufacture a kind of method according to the stabilized zone according to any one of claim 1 to 11, including: functionalization is polymerized
Material is heated at least to the activation temperature of the functional group of functional polyolefin；And make the functionalization polymerization material around reinforcing fiber
Material shapes, thus forms around or close the sheath of reinforcing fiber, therefore obtains stabilized zone.
18. methods according to claim 17, it is characterised in that:
-stretching reinforcing fiber；Functional poly condensation material is made to shape by squeeze function polymeric material around reinforcing fiber.
19. methods according to claim 17, it is characterised in that:
Method farther includes to heat non-functionalized polymer and stretching reinforcing fiber；
Wherein, functional poly condensation material is made to shape functional poly condensation material and the functionalization being to be strengthened fiber peripheral by co-extrusion
Non-functionalized polymer around polymeric material realizes, and the non-functionalized polymer around described functional poly condensation material is therefore
Formed around or the non-functionalized region of sheath of closing function polymeric material.
20. according to the method described in claim 18 or 19, it is characterised in that complete drawing of reinforcing fiber while extrusion sheath
Stretch.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR1400193 | 2014-01-27 | ||
| FR1400193A FR3016904B1 (en) | 2014-01-27 | 2014-01-27 | REINFORCED STABILIZATION STRIP FOR REINFORCED REINFORCING ARTICLES WITH FUNCTIONALIZED SHEATH |
| PCT/FR2014/053577 WO2015110725A1 (en) | 2014-01-27 | 2014-12-30 | Reinforced stabilisation strip for reinforced embankment structures, with a functionalised casing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106133246A true CN106133246A (en) | 2016-11-16 |
Family
ID=50829020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201480075014.8A Pending CN106133246A (en) | 2014-01-27 | 2014-12-30 | For having the reinforcement stabilized zone of the Study on Reinforced Embankments Using structure of functionalization sheath |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20170009420A1 (en) |
| EP (1) | EP3099860B1 (en) |
| JP (1) | JP2017505865A (en) |
| KR (1) | KR20160125398A (en) |
| CN (1) | CN106133246A (en) |
| DK (1) | DK3099860T3 (en) |
| ES (1) | ES2670605T3 (en) |
| FR (1) | FR3016904B1 (en) |
| PL (1) | PL3099860T3 (en) |
| WO (1) | WO2015110725A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT201600103361A1 (en) * | 2016-10-14 | 2018-04-14 | S I L E M Srl | Artificial breakwater barrier and its construction method |
| FR3097574B1 (en) * | 2020-06-25 | 2023-03-31 | Soletanche Freyssinet | Impact energy absorbing structure |
| US20230399810A1 (en) | 2020-11-03 | 2023-12-14 | Nv Bekaert Sa | Soil reinforcement strip and grid |
| IT202100022499A1 (en) * | 2021-08-30 | 2023-03-02 | Hyper Fibers S R L | REINFORCEMENT COMPOSITE STRIP |
| IT202200008300A1 (en) * | 2022-04-27 | 2023-10-27 | Hyper Fibers S R L | CONTAINMENT SHEET AND RELATED CONTAINMENT STRUCTURE INCLUDING SAID CONTAINMENT SHEET |
Family Cites Families (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1393988A (en) * | 1963-03-27 | 1965-04-02 | Further training in construction works | |
| JPS6096441U (en) * | 1983-12-07 | 1985-07-01 | 津田 禎三 | reinforced soil |
| JPH0169839U (en) * | 1987-10-24 | 1989-05-09 | ||
| JPH02214767A (en) * | 1989-02-14 | 1990-08-27 | Kanegafuchi Chem Ind Co Ltd | Resin composition |
| JPH062324A (en) * | 1992-06-17 | 1994-01-11 | Asahi Chem Ind Co Ltd | Faceplate part for reinforcing soil structure |
| JP3301155B2 (en) * | 1993-04-15 | 2002-07-15 | 東レ株式会社 | Civil engineering sheet |
| AU683311B2 (en) * | 1993-10-22 | 1997-11-06 | Terre Armee Internationale | Strip for use in stabilised earth structures |
| JPH11200356A (en) * | 1998-01-14 | 1999-07-27 | Chisso Corp | Ground stabilizing agent |
| JP2004137375A (en) * | 2002-10-17 | 2004-05-13 | Tonen Chem Corp | Modified polyolefin |
| US20040176546A1 (en) * | 2003-01-10 | 2004-09-09 | Greer Robert W. | Secondary coatings and fiber glass strands having a secondary coating |
| WO2004099316A1 (en) * | 2003-05-05 | 2004-11-18 | Domo Caproleuna Gmbh | Polymer-nanocomposite blends |
| JP3918011B2 (en) * | 2003-12-30 | 2007-05-23 | サムヤン コーポレイション | Method for producing geogrid made of fiber reinforced polymer strip |
| US20050158561A1 (en) * | 2004-01-16 | 2005-07-21 | General Electric Company | Weatherable multilayer articles and method for their preparation |
| FR2919631B1 (en) * | 2007-07-31 | 2013-08-09 | Terre Armee Int | REINFORCED STABILIZING STRIP INTENDED FOR USE IN REINFORCED STRUCTURED WORKS |
| FR2922235B1 (en) * | 2007-10-16 | 2009-12-18 | Terre Armee Int | STABILIZING STRIP INTENDED FOR USE IN STRENGTHENED SOIL WORKS |
| FR2922234B1 (en) * | 2008-03-04 | 2017-12-22 | Terre Armee Int | FLEXIBLE STABILIZING STRIP INTENDED FOR USE IN REINFORCED STRUCTURED WORKS |
| US8025457B2 (en) * | 2008-09-29 | 2011-09-27 | Prs Mediterranean Ltd. | Geocell for load support applications |
| FR2953943B1 (en) * | 2010-01-11 | 2013-04-05 | Terre Armee Int | FLEXIBLE STRIP COMPRISING AT LEAST ONE OPTICAL FIBER FOR PERFORMING DEFORMATION AND / OR TEMPERATURE MEASUREMENTS |
| JP5885555B2 (en) * | 2012-03-26 | 2016-03-15 | 株式会社天商 | Repair method of reinforcement slope |
-
2014
- 2014-01-27 FR FR1400193A patent/FR3016904B1/en active Active
- 2014-12-30 US US15/114,292 patent/US20170009420A1/en not_active Abandoned
- 2014-12-30 EP EP14831041.0A patent/EP3099860B1/en active Active
- 2014-12-30 PL PL14831041T patent/PL3099860T3/en unknown
- 2014-12-30 ES ES14831041.0T patent/ES2670605T3/en active Active
- 2014-12-30 CN CN201480075014.8A patent/CN106133246A/en active Pending
- 2014-12-30 WO PCT/FR2014/053577 patent/WO2015110725A1/en active Application Filing
- 2014-12-30 JP JP2016548716A patent/JP2017505865A/en active Pending
- 2014-12-30 KR KR1020167023229A patent/KR20160125398A/en not_active Withdrawn
- 2014-12-30 DK DK14831041.0T patent/DK3099860T3/en active
Also Published As
| Publication number | Publication date |
|---|---|
| JP2017505865A (en) | 2017-02-23 |
| KR20160125398A (en) | 2016-10-31 |
| FR3016904B1 (en) | 2016-02-05 |
| PL3099860T3 (en) | 2018-08-31 |
| WO2015110725A1 (en) | 2015-07-30 |
| EP3099860B1 (en) | 2018-02-28 |
| ES2670605T3 (en) | 2018-05-31 |
| US20170009420A1 (en) | 2017-01-12 |
| EP3099860A1 (en) | 2016-12-07 |
| DK3099860T3 (en) | 2018-06-06 |
| FR3016904A1 (en) | 2015-07-31 |
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