{"id":49958,"date":"2024-02-19T20:16:59","date_gmt":"2024-02-19T11:16:59","guid":{"rendered":"https:\/\/www.taiyokogyo.co.jp\/products\/49958\/"},"modified":"2025-12-12T20:16:22","modified_gmt":"2025-12-12T11:16:22","slug":"polyester-filament-non-woven-fabric-appeal","status":"publish","type":"products","link":"https:\/\/www.taiyokogyo.co.jp\/en\/products\/49958\/","title":{"rendered":"“Appeal” -Polyester filament non-woven fabric-"},"content":{"rendered":"\n
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Product & Service<\/h2>\n\n\n\n
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Features<\/h3>\n\n\n\n
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Prevention of sucking out and washing out<\/h4>\n\n\n\n

Its excellent filtering performance prevents sediment runoff, drains only water, and performs amazingly well at the water\u2019s edge.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Stability of soft ground<\/h4>\n\n\n\n

In addition to its high strength, the sheet is stretchable and tear-resistant, supporting the embankment load and enabling stable ground.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Drainage filter<\/h4>\n\n\n\n

Prevents clogging and improves drainage performance.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Embankment stability<\/h4>\n\n\n\n

It drains only water, either vertically or horizontally, is flexible, and has a high coefficient of friction with the soil, allowing for the construction of integrated soil structures.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Weed prevention<\/h4>\n\n\n\n

Excellent light shading (>99%) prevents weeds from growing. It is permeable, breathable, and does not affect planting. The special coating makes it colorable, flame retardant, and prevents germination from flying seeds.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Anti-rust<\/h4>\n\n\n\n

High-performance root prevention sheet made of long-fiber polyester non-woven fabric processed to inhibit the direction of plant root elongation. It regulates root growth and prevents root infiltration.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n\n\n\n
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Buffer protection<\/h4>\n\n\n\n

It is also used to protect impervious sheets at disposal sites and other facilities.<\/p>\n\n\n

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\"\"<\/figure>\n<\/div><\/div><\/div>\n<\/div><\/div>\n\n\n\n
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Main components and installation procedures<\/h3>\n\n\n\n
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Filter performance<\/h4>\n\n\n\n

It performs a filtration function between a myriad of randomly arranged fibers and acts as an excellent filter that is resistant to clogging and drains only water.<\/p>\n<\/div><\/div>\n<\/div>\n\n\n\n

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Flexibility<\/h4>\n\n\n\n

Compared to other materials, polyester is more resistant to changes in climate, temperature, etc., and its properties remain almost unchanged underwater and underground.<\/p>\n<\/div><\/div>\n<\/div>\n<\/div>\n\n\n\n

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Creep resistance<\/h4>\n\n\n\n

Compared to other materials, polyester undergoes less physical property change in terms of deformation (creep) when left under a constant load for an extended period of time.<\/p>\n<\/div><\/div>\n<\/div>\n\n\n\n

<\/div>\n<\/div>\n<\/div><\/div>\n\n\n\n
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Physical property<\/h3>\n\n\n\n
\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
item’s stock number<\/th>\nStandard<\/th>\nUnit area mass<\/th>\nThickness 1<\/th>\nThickness 2<\/th>\nTensile strength<\/th>\nElasticity<\/th>\nTensile strength<\/th>\nPermeability coefficient<\/th>\nPenetration resistance<\/th>\nremarks<\/th>\n<\/tr>\n
Variety<\/th>\nRange<\/th>\nCoiling length<\/th>\ng\/m2<\/sup><\/th>\nmm<\/th>\nmm<\/th>\nvertical<\/th>\nhorizontal<\/th>\nvertical<\/th>\nhorizontal<\/th>\nvertical<\/th>\nhorizontal<\/th>\ncm\/sec<\/th>\nN<\/th>\n<\/tr>\n
m<\/th>\nm<\/th>\nN\/5cm<\/th>\nN\/5cm<\/th>\n%<\/th>\n%<\/th>\nN<\/th>\nN<\/th>\n<\/tr>\n
public works sheet<\/td>\nAN060<\/td>\nwhite<\/td>\n1.05 or 2.1<\/td>\n100<\/td>\n60<\/td>\n0.7<\/td>\n0.5<\/td>\n140<\/td>\n85<\/td>\n55<\/td>\n60<\/td>\n60<\/td>\n60<\/td>\n1 x 10-1<\/sup><\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AN120<\/td>\nwhite<\/td>\n2.1<\/td>\n100<\/td>\n120<\/td>\n1.2<\/td>\n1.0<\/td>\n390<\/td>\n245<\/td>\n55<\/td>\n60<\/td>\n65<\/td>\n65<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AN160<\/td>\nblack<\/td>\n2.1<\/td>\n100<\/td>\n160<\/td>\n1.5<\/td>\n1.3<\/td>\n420<\/td>\n340<\/td>\n55<\/td>\n60<\/td>\n140<\/td>\n140<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AN200<\/td>\nblack<\/td>\n2.1<\/td>\n100<\/td>\n200<\/td>\n2.1<\/td>\n1.6<\/td>\n450<\/td>\n450<\/td>\n60<\/td>\n60<\/td>\n150<\/td>\n150<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AN300<\/td>\nblack<\/td>\n2.1 or 4.2<\/td>\n50<\/td>\n300<\/td>\n3.0<\/td>\n2.4<\/td>\n785<\/td>\n785<\/td>\n60<\/td>\n60<\/td>\n180<\/td>\n180<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AN400<\/td>\nblack<\/td>\n2.1 or 4.2<\/td>\n50<\/td>\n400<\/td>\n4.0<\/td>\n3.0<\/td>\n1170<\/td>\n1170<\/td>\n60<\/td>\n60<\/td>\n245<\/td>\n245<\/td>\n800<\/td>\n <\/td>\n<\/tr>\n
AN500<\/td>\nblack<\/td>\n2.1 or 4.2<\/td>\n50<\/td>\n500<\/td>\n5.0<\/td>\n4.2<\/td>\n1470<\/td>\n1470<\/td>\n60<\/td>\n60<\/td>\n300<\/td>\n300<\/td>\n1000<\/td>\n <\/td>\n<\/tr>\n
AN600<\/td>\nblack<\/td>\n2.1 or 4.2<\/td>\n50<\/td>\n600<\/td>\n5.2<\/td>\n4.8<\/td>\n1700<\/td>\n1700<\/td>\n60<\/td>\n60<\/td>\n350<\/td>\n350<\/td>\n1100<\/td>\n <\/td>\n<\/tr>\n
AN800<\/td>\nblack<\/td>\n2.1 or 4.2<\/td>\n50<\/td>\n800<\/td>\n6.5<\/td>\n5.0<\/td>\n2450<\/td>\n2450<\/td>\n60<\/td>\n60<\/td>\n450<\/td>\n450<\/td>\n1300<\/td>\n <\/td>\n<\/tr>\n
public works sheet<\/td>\nAP080.<\/td>\nblack<\/td>\n2.1<\/td>\n100<\/td>\n80<\/td>\n0.6<\/td>\n0.6<\/td>\n195<\/td>\n120<\/td>\n25<\/td>\n25<\/td>\n70<\/td>\n70<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
AP110<\/td>\nblack<\/td>\n2.1<\/td>\n100<\/td>\n110<\/td>\n0.8<\/td>\n0.8<\/td>\n290<\/td>\n245<\/td>\n30<\/td>\n40<\/td>\n80<\/td>\n80<\/td>\n–<\/td>\n <\/td>\n<\/tr>\n
weed prevention sheet<\/td>\nAG200<\/td>\ngreen<\/td>\n1.0 or 2.0<\/td>\n100<\/td>\n180<\/td>\n1.0<\/td>\n1.0<\/td>\n392<\/td>\n245<\/td>\n35<\/td>\n40<\/td>\n58<\/td>\n58<\/td>\n1\u00d710-3<\/sup><\/td>\n–<\/td>\nFor surface use<\/td>\n<\/tr>\n
82006<\/td>\nblack<\/td>\n1.0 or 2.0<\/td>\n100<\/td>\n200<\/td>\n0.5<\/td>\n0.5<\/td>\n750<\/td>\n300<\/td>\n30<\/td>\n30<\/td>\n–<\/td>\n–<\/td>\n1 x 10-2<\/sup><\/td>\n–<\/td>\nfor landfill<\/td>\n<\/tr>\n
G1103<\/td>\ntea<\/td>\n1.0 or 2.0<\/td>\n100<\/td>\n110<\/td>\n0.4<\/td>\n0.4<\/td>\n150<\/td>\n100<\/td>\n10<\/td>\n10<\/td>\n–<\/td>\n–<\/td>\n–<\/td>\nbiodegradable<\/td>\n<\/tr>\n
roots of a tree sheet<\/td>\nPB150<\/td>\nwhite<\/td>\n1.0<\/td>\n20<\/td>\n150<\/td>\n1.0<\/td>\n1.0<\/td>\n400<\/td>\n300<\/td>\n30<\/td>\n35<\/td>\n)<\/td>\n–<\/td>\n1 x 10-1<\/sup><\/td>\n–<\/td>\n <\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n

*The above values are for reference only and are not guaranteed. Measurement method is the same as below.
Thickness 1: JIS L 1096 (pressure at thickness measurement: 7g\/cm2 )
Thickness 2: JIS + 1908 (pressure at thickness measurement; 20g\/cm2 )
Tensile strength\/elongation: JIS L 1908
Tear strength: JIS L 1096 (single tongue method)
Permeability: JIS A 1218
Penetration resistance: ASTM D 4833<\/p>\n<\/div><\/div>\n<\/div><\/div>\n\n\n\n

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Usage<\/h3>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
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  1. Usage<\/li>\n<\/ol>\n<\/th>\n
Method of construction<\/th>\nAN060<\/th>\nAN120<\/th>\nAN160<\/th>\nAN200<\/th>\nAN300<\/th>\nAN400<\/th>\nAN500<\/th>\nAN600<\/th>\nAN800<\/th>\nAP080.<\/th>\nAP110<\/th>\nAG200<\/th>\nPB150<\/th>\n<\/tr>\n
harbors<\/td>\nPrevention of seawall suction out<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Wave dissipating blocks, etc. prevention of moat washing<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
rivers<\/td>\nPrevention of building frame suck-out<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Prevention of riverbed scouring<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Reclaimed, reclaimed, and built-up areas<\/td>\nSoft ground, ensuring traficability<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Horizontal drain in embankment<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
underdrainage<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Roads and sidewalks<\/td>\nRoads and sidewalks Construction of embankment on soft ground<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
barrier layer<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Horizontal drain in embankment<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Overlay construction method crack prevention<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
of permeable pavement. separation<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Underground infiltration method filter (esp. camera)<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Agricultural and arable land<\/td>\nPrevention of fence culvert suck-out<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
farm road<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
ground-building<\/td>\nSoil layer separation\/horizontal drain<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Waste treatment plant dams and reservoirs<\/td>\nProtection of impervious layer, backside drainage<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Prevention of taut block suck-out<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Developed land\/roads<\/td>\nSubstrate for temporary drainage channels<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
railroad<\/td>\nThe blowout mud prevention method Protective and drainage materials<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
tunnel<\/td>\nBackside drainage material<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Impact Protectant<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
Other<\/td>\nweed prevention sheet<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n<\/tr>\n
tarp<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n<\/tr>\n
Underground filter<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u3007<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n\u00a0<\/td>\n<\/tr>\n
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