CN103741665A - High-strength composite geotextile fabric - Google Patents
High-strength composite geotextile fabric Download PDFInfo
- Publication number
- CN103741665A CN103741665A CN201310717126.6A CN201310717126A CN103741665A CN 103741665 A CN103741665 A CN 103741665A CN 201310717126 A CN201310717126 A CN 201310717126A CN 103741665 A CN103741665 A CN 103741665A
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- strength composite
- geotextile fabric
- glass fiber
- composite geotextile
- geotextiles
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Abstract
The invention relates to a high-strength composite geotextile fabric which comprises a geotextile fabric body, bundling wires and glass fiber. The glass fiber is braided in the longitude and latitude directions to form reinforcing grids, and the geotextile fabric body and the reinforcing grids are integrally braided through the bundling wires. The high-strength composite geotextile fabric is low in elongation rate and large in tensile strength, achieves the reinforcement effect and can meet the high-standard reinforcement requirement.
Description
Technical field
The present invention relates to the field of civil engineering, especially a kind of high strength composite earthworker's cloth.
Background technology
At present, although the geotextiles intensity of sale is stronger, due to the reasons such as raw material, processing step cause aperture and transmission coefficient less, thereby do not reach the designing requirement in engineering construction, and its tensile strength is lower, elongation per unit length is high, so be difficult to meet the requirement of reinforcement.
Summary of the invention
The technical problem to be solved in the present invention is: in order to overcome the problem of above-mentioned middle existence, provide a kind of high strength composite earthworker's cloth, transmission coefficient is high, and tensile strength is good.
The technical solution adopted for the present invention to solve the technical problems is: a kind of high strength composite earthworker's cloth, comprise geotextiles, bundle silk and glass fiber, two described glass fiber are compiled into strengthening grid by longitude and latitude direction, and geotextiles and strengthening grid are whole by the establishment of bundle silk.
The invention has the beneficial effects as follows: described a kind of high strength composite earthworker's cloth, elongation per unit length is little, reached the effect that reinforcement strengthens, and tensile strength is larger, can meet the requirement of high-level reinforcement.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is the overall structure schematic diagram of a kind of high strength composite earthworker's cloth of the present invention.
Accompanying drawing acceptance of the bid note is described below: 1, geotextiles, 2, bundle silk, 3, glass fiber.
The specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, basic structure of the present invention is only described in a schematic way, so it only show the formation relevant with the present invention.
A kind of high strength composite earthworker's cloth as shown in Figure 1, has geotextiles 1, bundle silk 2 and glass fiber 3, two glass fiber 3 and is compiled into strengthening grid by longitude and latitude direction, and geotextiles 1 is whole by 2 establishments of bundle silk with strengthening grid.
The above-mentioned foundation desirable embodiment of the present invention of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this invention technological thought, carry out various change and modification completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (1)
1. a high strength composite earthworker's cloth, it is characterized in that: comprise geotextiles (1), bundle silk (2) and glass fiber (3), described two glass fiber (3) are compiled into strengthening grid by longitude and latitude direction, and geotextiles (1) is whole by bundle silk (2) establishment with strengthening grid.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310717126.6A CN103741665A (en) | 2013-12-20 | 2013-12-20 | High-strength composite geotextile fabric |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310717126.6A CN103741665A (en) | 2013-12-20 | 2013-12-20 | High-strength composite geotextile fabric |
Publications (1)
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CN103741665A true CN103741665A (en) | 2014-04-23 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201310717126.6A Pending CN103741665A (en) | 2013-12-20 | 2013-12-20 | High-strength composite geotextile fabric |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109594169A (en) * | 2017-09-30 | 2019-04-09 | 无锡市振基土工材料有限公司 | A kind of high-strength geotextile and preparation method thereof |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2423296Y (en) * | 2000-06-12 | 2001-03-14 | 江苏九鼎集团股份有限公司 | Fiberglass composite geotextile |
US6481934B1 (en) * | 1998-05-11 | 2002-11-19 | Huesker Synthetic Gmbh & Co. | Composite fabric webs for reinforcing soil layers |
CN2758313Y (en) * | 2005-01-17 | 2006-02-15 | 深圳市海川实业股份有限公司 | Grille composite grading cloth for road |
CN1840781A (en) * | 2005-04-01 | 2006-10-04 | 深圳市海川实业股份有限公司 | Composite geotextile for civil structure |
CN201411698Y (en) * | 2009-05-08 | 2010-02-24 | 南通东升艾克土工合成材料有限公司 | Wrap-knitted needle punching composite geotextile |
CN201428134Y (en) * | 2009-05-08 | 2010-03-24 | 南通东升艾克土工合成材料有限公司 | Warp-knitted reinforced coating geotextile |
CN201722551U (en) * | 2010-06-30 | 2011-01-26 | 南京金路土工复合材料有限公司 | Warp-knitted composite geotextile |
-
2013
- 2013-12-20 CN CN201310717126.6A patent/CN103741665A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6481934B1 (en) * | 1998-05-11 | 2002-11-19 | Huesker Synthetic Gmbh & Co. | Composite fabric webs for reinforcing soil layers |
CN2423296Y (en) * | 2000-06-12 | 2001-03-14 | 江苏九鼎集团股份有限公司 | Fiberglass composite geotextile |
CN2758313Y (en) * | 2005-01-17 | 2006-02-15 | 深圳市海川实业股份有限公司 | Grille composite grading cloth for road |
CN1840781A (en) * | 2005-04-01 | 2006-10-04 | 深圳市海川实业股份有限公司 | Composite geotextile for civil structure |
CN201411698Y (en) * | 2009-05-08 | 2010-02-24 | 南通东升艾克土工合成材料有限公司 | Wrap-knitted needle punching composite geotextile |
CN201428134Y (en) * | 2009-05-08 | 2010-03-24 | 南通东升艾克土工合成材料有限公司 | Warp-knitted reinforced coating geotextile |
CN201722551U (en) * | 2010-06-30 | 2011-01-26 | 南京金路土工复合材料有限公司 | Warp-knitted composite geotextile |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109594169A (en) * | 2017-09-30 | 2019-04-09 | 无锡市振基土工材料有限公司 | A kind of high-strength geotextile and preparation method thereof |
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Legal Events
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C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140423 |