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CN109930428A - A kind of high-speed railway subgrade composite geo-membrane - Google Patents

A kind of high-speed railway subgrade composite geo-membrane Download PDF

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Publication number
CN109930428A
CN109930428A CN201811478665.8A CN201811478665A CN109930428A CN 109930428 A CN109930428 A CN 109930428A CN 201811478665 A CN201811478665 A CN 201811478665A CN 109930428 A CN109930428 A CN 109930428A
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CN
China
Prior art keywords
membrane
geotextiles
polypropylene filament
composite geo
composite
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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
CN201811478665.8A
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Chinese (zh)
Inventor
吴沛沛
镇垒
李洪昌
王开云
曾永红
胡超
胡会星
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.)
Sichuan tietuo Technology Co.,Ltd.
TIANDING FENGJU PROPYLENE MATERIAL TECHNOLOGY CO.,LTD.
China Railway Eryuan Engineering Group Co Ltd CREEC
Original Assignee
Dingfeng Polypropylene Materials Technology Co Ltd Days
Sichuan Chuang Chuang Technology Co Ltd
China Railway Eryuan Engineering Group Co Ltd CREEC
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
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Application filed by Dingfeng Polypropylene Materials Technology Co Ltd Days, Sichuan Chuang Chuang Technology Co Ltd, China Railway Eryuan Engineering Group Co Ltd CREEC filed Critical Dingfeng Polypropylene Materials Technology Co Ltd Days
Priority to CN201811478665.8A priority Critical patent/CN109930428A/en
Publication of CN109930428A publication Critical patent/CN109930428A/en
Pending legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

A kind of high-speed railway subgrade composite geo-membrane with good drainage performance, and significantly improves its stability in use to effectively improve the corrosion resistance and freeze-thaw resistance property of composite geo-membrane.Composite geo-membrane is combined by upper layer polypropylene filament composite earthwork cloth, intermediate layer polyethylene or the polyvinyl chloride composite geo-membrane and lower layer's polypropylene filament needle-punched geotextiles stacked gradually from top to down;The upper layer polypropylene filament composite earthwork cloth is combined by the thin polypropylene filament geotextiles in upper layer, lower coarse polypropylene filament geotextiles, grammes per square metre 150g/m2‑300g/m2, the grammes per square metre of thin polypropylene filament geotextiles is 50g/m at the middle and upper levels2‑150g/m2, fibre fineness 5-7D, the grammes per square metres of lower coarse polypropylene filament geotextiles is 75g/m2‑250g/m2, fiber fineness be 9-15D.

Description

A kind of high-speed railway subgrade composite geo-membrane
Technical field
The invention belongs to architectural engineerings, civil engineering waterproof technique field, and in particular to a kind of high-speed railway subgrade use is multiple Close geomembrane.
Background technique
Bedding is a kind of common disease of China railways roadbed there is a phenomenon where rising soil, and is prevented using composite geo-membrane Bedding turns over mud grout and is used widely, mainly polyester composite geo-membrane used at present, but due to polyester geotex-tile Anti acid alkali performance is weak, poor corrosion resistance, is difficult to be adapted to Along Railway complex environment, especially in the environment such as high and cold, high salinity It easily corrodes and loses strength.And geotextiles structure in upper layer is easy to be blocked by gravel existing composite geo-membrane in the long-term use Its transverse drainage ability is substantially reduced, be easy to cause earth's surface to penetrate into rainwater and builds up, influence the stability and use of railway bed Service life.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of high-speed railway subgrade composite geo-membranes, to effectively improve The corrosion resistance and freeze-thaw resistance property of composite geo-membrane with good drainage performance, and significantly improve it and use stabilization Property.
The technical solution adopted by the present invention to solve the technical problems is as follows:
A kind of high-speed railway subgrade composite geo-membrane of the invention, it is characterized in that: upper by what is stacked gradually from top to down Layer polypropylene long filament composite earthwork cloth, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane and lower layer's polypropylene filament needle thorn soil Work cloth is combined;The upper layer polypropylene filament composite earthwork cloth is by the thin polypropylene filament geotextiles in upper layer, lower coarse poly- third Alkene long filament geotextiles are combined, grammes per square metre 150g/m2-300g/m2, at the middle and upper levels the grammes per square metre of thin polypropylene filament geotextiles be 50g/m2-150g/m2, fibre fineness 5-7D, the grammes per square metres of lower coarse polypropylene filament geotextiles is 75g/m2-250g/m2, it is fine The fineness of dimension is 9-15D.
The grammes per square metre of lower layer's polypropylene filament needle-punched geotextiles is 150g/m2-300g/m2, fibre fineness 4-7D.
The thickness 0.3-1.0mm of the intermediate layer polyethylene or polyvinyl chloride composite geo-membrane.
The invention has the advantages that upper layer and lower layer are polypropylene filament geotextiles, because polypropylene is long-chain hydrocarbon knot Structure, structural stability is good, have excellent acid-proof alkaline, within the scope of PH2-13 can stable for extended periods of time, corrosion resistance Good, freeze-thaw resistance property is good, therefore composite geo-membrane has excellent anti acid alkali performance energy, good corrosion resistance, and winter resistance is good, Neng Goushi Answer various complex environments without performance change;Upper layer polypropylene filament composite earthwork cloth has upper layer and lower layer structure, makes Composite geo-membrane of the present invention can keep excellent transverse drainage performance for a long time, and it is tensile strength with higher, anti-tear Fragility energy and CBR bursting strength, stability in use are very excellent;Surface water can be effectively prevent, which to penetrate into roadbed lower layer, influences roadbed Stability prevents underground water from turning over and causes to turn over the generation of mud grout phenomenon.
Detailed description of the invention
This specification includes such as next width attached drawing:
Fig. 1 is a kind of sectional schematic diagram of high-speed railway subgrade composite geo-membrane of the present invention;
Component and corresponding label: upper layer polypropylene filament composite earthwork cloth 10, the thin polypropylene filament in upper layer are shown in figure Geotextiles 11, lower coarse polypropylene filament geotextiles 12, polyethylene or polyvinyl chloride composite geo-membrane 20, polypropylene filament needle thorn Geotextiles 30.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
Referring to Fig.1, a kind of high-speed railway subgrade of the invention is with composite geo-membrane by the upper layer that stacks gradually from top to down Polypropylene filament composite earthwork cloth 10, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 and lower layer's polypropylene filament needle thorn Geotextiles 30 are combined.Upper layer, two layers of lower layer are polypropylene filament geotextiles, because polypropylene is long-chain hydrocarbon structure, knot Structure stability is good, has excellent acid-proof alkaline, within the scope of PH2-13 can stable for extended periods of time, good corrosion resistance is resistance to Freeze thawing performance is good, therefore composite geo-membrane has excellent anti acid alkali performance energy, good corrosion resistance, and winter resistance is good, can adapt to each Kind complex environment is without performance change.
Referring to Fig.1, the upper layer polypropylene filament composite earthwork cloth 10 is by the thin polypropylene filament geotextiles 11 in upper layer, lower layer Thick polypropylene filament geotextiles 12 are combined, grammes per square metre 150g/m2-300g/m2.The thin polypropylene filament geotextiles 11 in upper layer Grammes per square metre is 50g/m2-150g/m2, fibre fineness 5-7D, its main filtration, can both obstruct extraneous gravel enter it is upper Inside layer polypropylene composite earthwork cloth, and it is able to maintain the permeability that earth's surface penetrates into rainwater.Lower coarse polypropylene filament geotextiles 12 Grammes per square metre be 75g/m2-250g/m2, fiber fineness be 9-15D, porosity with higher, primarily serve transverse drainage work With.Work is pierced by needle after the thin polypropylene filament geotextiles 11 in the upper layer, the stacking heating of lower coarse polypropylene filament geotextiles 12 Skill consolidation is integrated.
Referring to Fig.1, the intermediate layer polyethylene or 20 main function of polyvinyl chloride composite geo-membrane are antiseepages, that is, prevent ground Table water, which penetrates into roadbed lower layer, influences the stability of roadbed, and prevents underground water from turning over and cause to turn over mud grout, and thickness is generally 0.3-1.0mm。
Referring to Fig.1,30 grammes per square metre of lower layer's polypropylene filament needle-punched geotextiles is 150g/m2-300g/m2, fibre fineness be 4-7, tensile strength, tear resistance and CBR bursting strength with higher, main its enhance protective action, prevent lower layer's sand Gravel damages middle layer composite geo-membrane, causes to leak.
Referring to Fig.1, a kind of high-speed railway subgrade of the present invention is with composite geo-membrane by the upper strata that stacks gradually from top to down Polypropylene filaments composite earthwork cloth 10, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 and lower layer's polypropylene filament needle thorn soil Work cloth 30 is combined, and according to the membrane derived difference of geotechnique, can be first production geomembrane and reuse hot complex method makes three layers Structure composite together, can also directly carry out compound when the tape casting produces geomembrane.In view of polypropylene filament geotextiles Fusing point is lower, and the film that squeezes out is higher to temperature when contacting with geotextiles when producing geomembrane using the tape casting, is easy to damage soil Work cloth performance, therefore hot complex method is preferentially selected to be processed, i.e., the described upper layer polypropylene filament composite earthwork cloth 10, centre Strata ethylene or polyvinyl chloride composite geo-membrane 20 and lower layer's polypropylene filament needle-punched geotextiles 30 are consolidated using hot complex method It is integrated.
Embodiment 1:
The grammes per square metre of upper layer polypropylene filament composite earthwork cloth 10 is 150g/m2, including the thin polypropylene filament geotextiles in upper layer 11 and lower coarse polypropylene filament geotextiles 12.Its at the middle and upper levels thin polypropylene filament geotextiles 11 grammes per square metre be 50g/m2, fiber Fineness is 5D, and the grammes per square metre of lower coarse polypropylene filament geotextiles 12 is 100g/m2, fibre fineness 11D.The thin polypropylene in upper layer is long Silk geotextiles 11 and lower coarse polypropylene filament geotextiles 12 are produced by spunbonded production line device, are then stacked together logical It crosses needling process and is fixedly arranged at one.The vertically and horizontally tensile strength average value of upper layer polypropylene filament composite earthwork cloth 10 is 9.5kN/ M, tearing strength 523.6N, CBR bursting strength 1870N, permeable amount is 7.8l/m.h in plane.
Intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 are in the present embodiment the polyethylene geotechnique of 0.4mm thickness Film is produced using rolling process.
The grammes per square metre of lower layer's polypropylene filament needle-punched geotextiles 30 is 150g/m2, fibre fineness 5D, vertically and horizontally tension is strong Degree average value is 11.3kN/m, tearing strength 573.6N, CBR bursting strength 2070N.
Upper layer polypropylene filament composite earthwork cloth 10, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 and lower strata Polypropylene filaments needle-punched geotextiles 30 are integrated using hot complex method consolidation.The present embodiment product is tested, tension is strong Degree mean value is 27.725kN/m, tearing strength 1048N, CBR bursting strength 4500N, resistance to hydrostatic pressure 0.8MPa.
Embodiment 2:
The grammes per square metre of upper layer polypropylene filament composite earthwork cloth 10 is 200g/m2, including the thin polypropylene filament geotextiles in upper layer 11 and lower coarse polypropylene filament geotextiles 12.Its at the middle and upper levels thin polypropylene filament geotextiles 11 grammes per square metre be 50g/m2, fiber Fineness is 5D, and the grammes per square metre of lower coarse polypropylene filament geotextiles 12 is 150g/m2, fibre fineness 11D.The thin polypropylene in upper layer is long Silk geotextiles 11 and lower coarse polypropylene filament geotextiles 12 are produced by spunbonded production line device, are then stacked together logical It crosses needling process and is fixedly arranged at one.The vertically and horizontally tensile strength average value of upper layer polypropylene filament composite earthwork cloth 10 is 12.1kN/m, tearing strength 673N, CBR bursting strength 2398N, permeable amount is 11.8l/m.h in plane.
Intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 are in the present embodiment the polyethylene geotechnique of 0.5mm thickness Film is produced using rolling process.
The grammes per square metre of lower layer's polypropylene filament needle-punched geotextiles 30 is 200g/m2, fibre fineness 7D, vertically and horizontally tension is strong Degree average value is 15.6kN/m, tearing strength 793N, CBR bursting strength 2620N.
Upper layer polypropylene filament composite earthwork cloth 10, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 and lower strata Polypropylene filaments needle-punched geotextiles 30 are integrated using hot complex method consolidation.The present embodiment product is tested, tension is strong Degree mean value is 38.9kN/m, tearing strength 1432N, CBR bursting strength 5752N, resistance to hydrostatic pressure 1.0MPa.
Embodiment 3:
The grammes per square metre of upper layer polypropylene filament composite earthwork cloth 10 is 200g/m2, including the thin polypropylene filament geotextiles in upper layer 11 and lower coarse polypropylene filament geotextiles 12.Its at the middle and upper levels thin polypropylene filament geotextiles 11 grammes per square metre be 50g/m2, fiber Fineness is 5D, and the grammes per square metre of lower coarse polypropylene filament geotextiles 12 is 150g/m2, fibre fineness 11D.The thin polypropylene in upper layer is long Silk geotextiles 11 and lower coarse polypropylene filament geotextiles 12 are produced by spunbonded production line device, are then stacked together logical It crosses needling process and is fixedly arranged at one.The vertically and horizontally tensile strength average value of upper layer polypropylene filament composite earthwork cloth 10 is 12.1kN/m, tearing strength 673N, CBR bursting strength 2398N, permeable amount is 11.8l/m.h in plane.
Intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 are in the present embodiment the polyethylene geotechnique of 0.5mm thickness Film is produced using rolling process.
The grammes per square metre of lower layer's polypropylene filament needle-punched geotextiles 30 is 150g/m2, fibre fineness 5D.The polypropylene filament The vertically and horizontally tensile strength average value of geotextiles is 31.4kN/m, tearing strength 1180N, CBR bursting strength 2030N.
Upper layer polypropylene filament composite earthwork cloth 10, intermediate layer polyethylene or polyvinyl chloride composite geo-membrane 20 and lower strata Polypropylene filaments needle-punched geotextiles 30 are integrated using hot complex method consolidation.The present embodiment product is tested, tension is strong Degree mean value is 38.9kN/m, tearing strength 1432N, CBR bursting strength 5042N, resistance to hydrostatic pressure 1.0MPa.
A kind of high-speed railway subgrade of the invention with composite geo-membrane compared with existing polyester composite geo-membrane, Ke Yiyou Effect improves the corrosion resistance and freeze-thaw resistance property of composite geo-membrane, with good drainage performance, and significantly improves it and makes With stability, surface water can be effectively prevent, which to penetrate into roadbed lower layer, influences the stability of roadbed, prevents underground water from turning over and causes to turn over mud Grout phenomenon occurs.
The above is a kind of some principles of high-speed railway subgrade composite geo-membrane of the invention that explain through diagrams, and It is non-be the present invention is confined to shown in and the specific structure and the scope of application in, therefore all phases that may be utilized It should modify and equivalent, belong to the applied the scope of the patents of the present invention.

Claims (5)

1. a kind of high-speed railway subgrade composite geo-membrane, it is characterized in that: long by the upper layer polypropylene stacked gradually from top to down Silk composite earthwork cloth (10), intermediate layer polyethylene or polyvinyl chloride composite geo-membrane (20) and lower layer's polypropylene filament needle thorn geotechnique Cloth (30) is combined;The upper layer polypropylene filament composite earthwork cloth (10) by the thin polypropylene filament geotextiles (11) in upper layer, Lower coarse polypropylene filament geotextiles (12) are combined, grammes per square metre 150g/m2-300g/m2, thin polypropylene filament at the middle and upper levels The grammes per square metre of geotextiles (11) is 50g/m2-150g/m2, fibre fineness 5-7D, gram of lower coarse polypropylene filament geotextiles (12) Weight is 75g/m2-250g/m2, fiber fineness be 9-15D.
2. a kind of high-speed railway subgrade composite geo-membrane as described in claim 1, it is characterized in that: the lower layer polypropylene is long Silk needle-punched geotextiles (30) grammes per square metre is 150g/m2-300g/m2, fibre fineness 4-7D.
3. a kind of high-speed railway subgrade composite geo-membrane as described in claim 1, it is characterized in that: the intermediate layer polyethylene Or the thickness 0.3-1.0mm of polyvinyl chloride composite geo-membrane (20).
4. a kind of railway bed composite geo-membrane as described in claim 1, it is characterized in that: the thin polypropylene filament in the upper layer It is integrated after geotextiles (11), lower coarse polypropylene filament geotextiles (12) stacking heating by needling process consolidation.
5. a kind of high-speed railway subgrade composite geo-membrane as described in Claims 1-4 any one, it is characterized in that: described Upper layer polypropylene filament composite earthwork cloth (10), intermediate layer polyethylene or polyvinyl chloride composite geo-membrane (20) and lower layer polypropylene Long filament needle-punched geotextiles (30) are integrated using hot complex method consolidation.
CN201811478665.8A 2018-12-05 2018-12-05 A kind of high-speed railway subgrade composite geo-membrane Pending CN109930428A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110863301A (en) * 2019-11-14 2020-03-06 天鼎丰聚丙烯材料技术有限公司 High-elasticity waterproof geotextile and preparation method and application thereof
CN111455757A (en) * 2020-04-14 2020-07-28 黑龙江省龙建路桥第六工程有限公司 Road bed universe is hydrophobic-compound three-dimensional geomembrane that blocks water

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030086762A1 (en) * 1999-12-17 2003-05-08 Atsushi Oka Road reinforcement street, structure of asphalt reinforced pavement and method for paving road
WO2011017965A1 (en) * 2009-08-14 2011-02-17 肇庆俊富纤网材料有限公司 Application of polypropylene staple fiber needling geotextile to sliding layer and sliding layer
CN102421965A (en) * 2009-05-14 2012-04-18 吉奥法布里克斯有限公司 Trackbed liner and related methods
CN202849891U (en) * 2012-10-15 2013-04-03 中铁二十一局集团有限公司 Composite geotextile material capillary barrier drainage structure and unsaturated loess embankment structure
CN203487510U (en) * 2013-09-24 2014-03-19 福建中意铁科新型材料有限公司 Composite geomembrane
RU138759U1 (en) * 2013-11-13 2014-03-20 Общество с ограниченной ответственностью "СибСтрой-Логистик" GEOSYNTHETIC COMPOSITE MATERIAL FOR ANTI-FILTRATION PROTECTION AND REINFORCEMENT
CN204136527U (en) * 2014-07-31 2015-02-04 山东浩阳新型工程材料股份有限公司 A kind of composite geo-membrane
CN209555670U (en) * 2018-12-05 2019-10-29 中铁二院工程集团有限责任公司 A kind of high-speed railway subgrade composite geo-membrane

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030086762A1 (en) * 1999-12-17 2003-05-08 Atsushi Oka Road reinforcement street, structure of asphalt reinforced pavement and method for paving road
CN102421965A (en) * 2009-05-14 2012-04-18 吉奥法布里克斯有限公司 Trackbed liner and related methods
WO2011017965A1 (en) * 2009-08-14 2011-02-17 肇庆俊富纤网材料有限公司 Application of polypropylene staple fiber needling geotextile to sliding layer and sliding layer
CN202849891U (en) * 2012-10-15 2013-04-03 中铁二十一局集团有限公司 Composite geotextile material capillary barrier drainage structure and unsaturated loess embankment structure
CN203487510U (en) * 2013-09-24 2014-03-19 福建中意铁科新型材料有限公司 Composite geomembrane
RU138759U1 (en) * 2013-11-13 2014-03-20 Общество с ограниченной ответственностью "СибСтрой-Логистик" GEOSYNTHETIC COMPOSITE MATERIAL FOR ANTI-FILTRATION PROTECTION AND REINFORCEMENT
CN204136527U (en) * 2014-07-31 2015-02-04 山东浩阳新型工程材料股份有限公司 A kind of composite geo-membrane
CN209555670U (en) * 2018-12-05 2019-10-29 中铁二院工程集团有限责任公司 A kind of high-speed railway subgrade composite geo-membrane

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
杨广庆;: "土工布发展现状及趋势展望", 纺织导报, no. 05 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110863301A (en) * 2019-11-14 2020-03-06 天鼎丰聚丙烯材料技术有限公司 High-elasticity waterproof geotextile and preparation method and application thereof
CN110863301B (en) * 2019-11-14 2022-03-18 天鼎丰聚丙烯材料技术有限公司 High-elasticity waterproof geotextile and preparation method and application thereof
CN111455757A (en) * 2020-04-14 2020-07-28 黑龙江省龙建路桥第六工程有限公司 Road bed universe is hydrophobic-compound three-dimensional geomembrane that blocks water

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Application publication date: 20190625