CN105603958A - Anti-skid short-fiber needle-punched geotextile - Google Patents

Anti-skid short-fiber needle-punched geotextile Download PDF

Info

Publication number
CN105603958A
CN105603958A CN201511013544.2A CN201511013544A CN105603958A CN 105603958 A CN105603958 A CN 105603958A CN 201511013544 A CN201511013544 A CN 201511013544A CN 105603958 A CN105603958 A CN 105603958A
Authority
CN
China
Prior art keywords
geotextile
fiber needle
short
punched
skid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201511013544.2A
Other languages
Chinese (zh)
Inventor
程玮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Road Anhui Engineering Material Co Ltd
Original Assignee
Road Anhui Engineering Material Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Road Anhui Engineering Material Co Ltd filed Critical Road Anhui Engineering Material Co Ltd
Priority to CN201511013544.2A priority Critical patent/CN105603958A/en
Publication of CN105603958A publication Critical patent/CN105603958A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/005Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0085Geotextiles
    • E02D2300/0089Geotextiles non-woven
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0085Geotextiles
    • E02D2300/0096Geotextiles with external friction enhancement features

Abstract

The invention discloses anti-skid short-fiber needle-punched geotextile which comprises a geotextile body formed by needle punching of short fibers, wherein strengthening ribs are uniformly arranged on one side surface of the geotextile body, and adopt strip-shaped structures; anti-skid protrusions are uniformly distributed on the other side surface of the geotextile body, and adopt cuboid structures with grooves; each groove adopts a frustum structure with a wide upper end and a narrow lower end. The anti-skid short-fiber needle-punched geotextile has the advantages that the structure is simple; not only is the advantage of short-fiber needle-punched non-woven geotextile fully utilized, but also the tensile strength and the deformation-resistant capability of the anti-skid short-fiber needle-punched geotextile in each direction are enhanced due to the strengthening ribs arranged on the side surface of the geotextile body; as the anti-skid protrusions are arranged on the other side surface of the geotextile body, relative sliding between the anti-skid short-fiber needle-punched geotextile and ambient media in all directions can be hindered.

Description

The chopped fiber needle-punched geotextiles of anti-slip type
Technical field
The present invention relates to a kind of geotextiles, relate in particular to the chopped fiber needle-punched geotextiles of a kind of anti-slip type.
Background technology
Synthetic staple fibers needling nonwoven geotextiles is by carding after synthesising fibre shredding, utilizes thorn repeatedly to pierce through up and down for fibre web, makes the fiber set of mutually tangling become cloth. Product thickness is generally more than 1mm, and porosity is high, and permeability is large, and anti-filter drainage performance is all good, very wide in water conservancy and highway engineering application. Can also with the geomembrane formation composite that is combined with each other, provide reinforcement and protective effect to film.
Traditional conventional geotextiles structure is single, and tensile strength and non-deformability are low, and in use geotextiles medium easily and around it is because of the little relative sliding of frictional force. In order to improve intensity and the non-skid property of geotextiles, technical staff arranges respectively reinforcement and tread plate in geotextiles both sides. But the tread plate weak effect of this geotextiles, and in use procedure, only there is the skidproof effect to single direction.
Summary of the invention
The object of the invention is to overcome the above-mentioned problems in the prior art, provide a kind of anti-slip type chopped fiber needle-punched geotextiles.
For realizing above-mentioned technical purpose, reach above-mentioned technique effect, the present invention is achieved through the following technical solutions:
The chopped fiber needle-punched geotextiles of a kind of anti-slip type, comprise the chopped fiber needle-punched geotextiles body forming, one side surface of described geotextiles body is equipped with reinforcement, described reinforcement is strip structure, the opposite side surface of described geotextiles body is evenly equipped with anti-skidding projection, described anti-skidding projection is the rectangular structure with groove, and described groove is frustum structure wide at the top and narrow at the bottom.
Further, the lower end of described reinforcement caves inward and is formed with triangular prism connected in star, makes reinforcement also have good skidproof effect.
Further, described reinforcement is made up of high-density polyethylene material.
Further, described reinforcement equates with the height of anti-skidding projection, and interlaced distribution, is convenient to stack transport.
The invention has the beneficial effects as follows:
The present invention is simple in structure, when making full use of synthetic staple fibers needling nonwoven geotextiles advantage, on one side surface, is provided with reinforcement, has increased tensile strength and the non-deformability of short fiber geotextiles all directions; The anti-skidding projection being provided with on its opposite side surface, utilizes the structure of anti-skidding projection to hinder the relative sliding of short fiber geotextiles and its surrounding medium all directions.
Brief description of the drawings
Fig. 1 is the structural representation that the present invention is positioned at anti-skidding convex side;
Fig. 2 is the structural representation that the present invention is positioned at reinforcement side;
Fig. 3 is side view of the present invention.
Detailed description of the invention
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the present invention in detail.
The chopped fiber needle-punched geotextiles of anti-slip type described in the present embodiment, as shown in Figures 1 to 3, comprise the chopped fiber needle-punched geotextiles body 1 forming, one side surface of described geotextiles body 1 is equipped with reinforcement 4, described reinforcement 4 is strip structure, the opposite side surface of described geotextiles body 1 is evenly equipped with anti-skidding protruding 2, described anti-skidding protruding 2 for the rectangular structure with groove 3, and described groove 3 is frustum structure wide at the top and narrow at the bottom.
Reinforcement 4 is made up of high-density polyethylene material, and intensity is high; Lower end caves inward and is formed with triangular prism connected in star 5, makes reinforcement 4 also have good skidproof effect. Reinforcement 4 equates with anti-skidding protruding 2 height, and interlaced distribution, is convenient to stack transport.
The present invention is simple in structure, when making full use of synthetic staple fibers needling nonwoven geotextiles advantage, is provided with reinforcement 4 on one side surface, has increased tensile strength and the non-deformability of short fiber geotextiles all directions; What on its opposite side surface, be provided with is anti-skidding protruding 2, utilizes anti-skidding protruding 2 structure to hinder the relative sliding of short fiber geotextiles and its surrounding medium all directions.
The foregoing is only preferred embodiment of the present invention, in order to limit the present invention, within the spirit and principles in the present invention not all, any amendment of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.

Claims (4)

1. the chopped fiber needle-punched geotextiles of anti-slip type, comprise the chopped fiber needle-punched geotextiles body (1) forming, one side surface of described geotextiles body (1) is equipped with reinforcement (4), described reinforcement (4) is strip structure, it is characterized in that: the opposite side surface of described geotextiles body (1) is evenly equipped with anti-skidding projection (2), described anti-skidding projection (2) is the rectangular structure of band groove (3), and described groove (3) is frustum structure wide at the top and narrow at the bottom.
2. the chopped fiber needle-punched geotextiles of anti-slip type according to claim 1, is characterized in that: the lower end of described reinforcement (4) caves inward and is formed with triangular prism connected in star (5).
3. the chopped fiber needle-punched geotextiles of anti-slip type according to claim 1 and 2, is characterized in that: described reinforcement (4) is made up of high-density polyethylene material.
4. the chopped fiber needle-punched geotextiles of anti-slip type according to claim 1, is characterized in that: described reinforcement (4) equates with the height of anti-skidding projection (2), and interlaced distribution.
CN201511013544.2A 2015-12-31 2015-12-31 Anti-skid short-fiber needle-punched geotextile Pending CN105603958A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511013544.2A CN105603958A (en) 2015-12-31 2015-12-31 Anti-skid short-fiber needle-punched geotextile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511013544.2A CN105603958A (en) 2015-12-31 2015-12-31 Anti-skid short-fiber needle-punched geotextile

Publications (1)

Publication Number Publication Date
CN105603958A true CN105603958A (en) 2016-05-25

Family

ID=55984265

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511013544.2A Pending CN105603958A (en) 2015-12-31 2015-12-31 Anti-skid short-fiber needle-punched geotextile

Country Status (1)

Country Link
CN (1) CN105603958A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5877096A (en) * 1997-05-05 1999-03-02 The Tensar Corporation Non-woven needle-punched filter fabric
CN202969363U (en) * 2012-10-28 2013-06-05 仪征市双友土工合成材料有限公司 Single-face reinforced geotechnical cloth
CN103590387A (en) * 2012-08-15 2014-02-19 仪征市恒盈土工材料有限公司 Antiskid geotechnical cloth
CN204225078U (en) * 2014-09-11 2015-03-25 邹文玉 A kind of novel civil engineering cloth
CN104674761A (en) * 2013-11-27 2015-06-03 仪征市双友土工合成材料有限公司 High-tensile geotechnical cloth

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5877096A (en) * 1997-05-05 1999-03-02 The Tensar Corporation Non-woven needle-punched filter fabric
CN103590387A (en) * 2012-08-15 2014-02-19 仪征市恒盈土工材料有限公司 Antiskid geotechnical cloth
CN202969363U (en) * 2012-10-28 2013-06-05 仪征市双友土工合成材料有限公司 Single-face reinforced geotechnical cloth
CN104674761A (en) * 2013-11-27 2015-06-03 仪征市双友土工合成材料有限公司 High-tensile geotechnical cloth
CN204225078U (en) * 2014-09-11 2015-03-25 邹文玉 A kind of novel civil engineering cloth

Similar Documents

Publication Publication Date Title
CN103590193B (en) Wet method spunlace non-woven cloth process units and technique thereof
RU2014148545A (en) METHOD FOR PRODUCING A HYDROTOMBINED NONWOVEN MATERIAL
MY168864A (en) Nonwoven fabric
MY157140A (en) Nonwoven fabric and method for manufacturing same
CN101634152A (en) High flow soil engineering composite drainage network and method for producing same
CN105603958A (en) Anti-skid short-fiber needle-punched geotextile
CN204401596U (en) A kind of fixed connection apparatus
CN207469217U (en) A kind of connection is buckled with primary and secondary
CN206938090U (en) A kind of surface is provided with the three-dimensional acoustical cotton stacked of doughnut of bulge-structure
CN201745228U (en) Non-woven fabric used as oil felt base clothes
CN209053085U (en) Composite polymer Special-shaped sheet
CN101654612B (en) Oil absorption material subjected to ultrasonic point compaction processing
CN203530952U (en) Drain board
CN201245592Y (en) Ultrasonic wave pressure point processed oil absorption material
CN201835163U (en) Compound spun-laced fabric with high strength
CN210082553U (en) Short fiber geotextile with geogrid structure
CN210525999U (en) Composite polyester filament geotextile
CN201037196Y (en) Reinforced non-woven fabrics
CN204869886U (en) Fine polyester of glass spins and glues non -weaving cloth
CN206844093U (en) A kind of chopped fiber needle-punched geotextiles
CN207466052U (en) A kind of anti-tear non-woven fabrics
CN202415903U (en) Non-woven fabric with toughness
CN202830422U (en) Multilayer acupuncture non-woven fabric composite production line
CN212708337U (en) Polypropylene filament spun-bonded needle-punched composite geotextile
CN109720048A (en) Composite earthwork cloth

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20160525

RJ01 Rejection of invention patent application after publication