{"id":1232,"date":"2025-05-28T03:40:20","date_gmt":"2025-05-27T19:40:20","guid":{"rendered":"https:\/\/www.lianyigeosyn.com\/?p=1232"},"modified":"2025-05-21T11:17:10","modified_gmt":"2025-05-21T03:17:10","slug":"lianyi-stiklo-pluosto-geotinklas-kompozicinis-keliu-funkciju-asfalto-armatura","status":"publish","type":"post","link":"https:\/\/www.lianyigeosyn.com\/lt\/lianyi-fiberglass-geogrid-composite-multiple-functions-for-asphalt-reinforcement\/","title":{"rendered":"Lianyi stiklo pluo\u0161to geotinklo kompozitas: Kelios funkcijos asfalto sutvirtinimui"},"content":{"rendered":"<p class=\"ds-markdown-paragraph\"><strong>Svarbus stiklo pluo\u0161to geotinklo ir neaustini\u0173 med\u017eiag\u0173 kompozito vaidmuo asfalto dangose<\/strong><\/p>\n<figure id=\"attachment_730\" aria-describedby=\"caption-attachment-730\" style=\"width: 300px\" class=\"wp-caption alignnone\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-730\" title=\"Didelio stiprumo stiklo pluo\u0161to geokompozitas\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/photobank-5-300x300.jpg\" alt=\"Didelio stiprumo stiklo pluo\u0161to geokompozitas\" width=\"300\" height=\"300\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/photobank-5-300x300.jpg 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/photobank-5-150x150.jpg 150w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/photobank-5.jpg 600w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-730\" class=\"wp-caption-text\">Didelio stiprumo stiklo pluo\u0161to geokompozitas<\/figcaption><\/figure>\n<figure id=\"attachment_794\" aria-describedby=\"caption-attachment-794\" style=\"width: 300px\" class=\"wp-caption alignnone\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-794\" title=\"100KN stiklo pluo\u0161to geokompozitas\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-300x300.webp\" alt=\"Didelio stiprumo stiklo pluo\u0161to geokompozitas\" width=\"300\" height=\"300\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-300x300.webp 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-1024x1024.webp 1024w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-150x150.webp 150w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-768x768.webp 768w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-1536x1536.webp 1536w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2024\/06\/100KN-fiberglass-geocomposite-2048x2048.webp 2048w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-794\" class=\"wp-caption-text\">Didelio stiprumo stiklo pluo\u0161to geokompozitas<\/figcaption><\/figure>\n<p class=\"ds-markdown-paragraph\">Sujungus stiklo pluo\u0161to geotinkl\u0105 ir itin lengv\u0105 neaustin\u0119 med\u017eiag\u0105 sukuriamas <strong>revoliucin\u0117 kompozicin\u0117 med\u017eiaga<\/strong>\u00a0kuris padeda kovoti su nuolatiniais asfalto dangos prie\u0161ais: konstrukciniu silpnumu, atspindin\u010diais \u012ftr\u016bkimais ir vandens daroma \u017eala. Skirtingai nuo tradicini\u0173 metod\u0173, kuriais \u0161ios problemos sprend\u017eiamos atskirai, \u0161is kompozitas sujungia visus tris sprendimus \u012f vien\u0105 auk\u0161tos kokyb\u0117s tarpsluoksn\u012f. \u0160tai kuo jis pranoksta \u012fprastas sistemas:<\/p>\n<hr \/>\n<h3><strong>1. Konstrukcinis sutvirtinimas: Stiklo pluo\u0161to geotinklo supergalia<\/strong><\/h3>\n<p class=\"ds-markdown-paragraph\">Asfaltas yra stiprus suspaud\u017eiant, bet silpnas tempiant. Stiklo pluo\u0161to geotinklas i\u0161sprend\u017eia \u0161i\u0105 problem\u0105:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Asfalto fiksavimas \u012f tempiam\u0105j\u012f \u0161arv\u0105<\/strong>: Didelio stiprumo stiklo pluo\u0161to gijos susipina su asfaltu ir sukuria \"grandininio sm\u0117lio\" efekt\u0105. D\u0117l to trapus asfaltas virsta lanks\u010diu, \u012ftr\u016bkimams atspariu kompozitiniu sluoksniu.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Dilimo ma\u017einimas 50%+<\/strong>: Paskirstydamas dideles apkrovas \u012f \u0161onus, geotinklas apsaugo nuo vietini\u0173 deformacij\u0173 (pvz., sunkve\u017eimi\u0173 padang\u0173 prov\u0117\u017e\u0173) ir pailgina nuovargio trukm\u0119.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Silpn\u0173 viet\u0173 u\u017epildymas<\/strong>: Jei pagrindo sluoksnyje yra mink\u0161t\u0173 zon\u0173, geotinklas apima \u0161ias zonas ir apsaugo pavir\u0161i\u0173 nuo \u012flinkimo ar \u012ftr\u016bkim\u0173.<\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\"><strong>Poveikis realiam pasauliui<\/strong>: Didelio eismo intensyvumo vietose, pavyzd\u017eiui, sankry\u017eose ar uostuose, \u0161is kompozitas naudojamas tam, kad atlaikyt\u0173 dideles apkrovas ir nesusidaryt\u0173 prov\u0117\u017eos.<\/p>\n<hr \/>\n<h3><strong>2. Atspindintis \u012ftr\u016bkim\u0173 \u0161alinimas: Komandos pastangos<\/strong><\/h3>\n<p class=\"ds-markdown-paragraph\">Atspindintys \u012ftr\u016bkimai atsiranda, kai seni \u012ftr\u016bkimai ar \u012ftr\u016bkimai pagrindiniame sluoksnyje \"telegrafuoja\" \u012f nauj\u0105j\u012f asfalt\u0105. Kompozitas tai sustabdo\u00a0<strong>dvilyp\u0117 gynyba<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>\"Geogrid\" \u012ftr\u016bkim\u0173 izoliacija<\/strong>: D\u0117l stand\u017ei\u0173 tinklelio ang\u0173 \u012ftr\u016bkimai i\u0161si\u0161akoja horizontaliai ir nukreipiami nuo pavir\u0161iaus. \u012esivaizduokite tai kaip \"ply\u0161i\u0173 labirint\u0105\", kuris i\u0161sklaido energij\u0105.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Neaustin\u0117s med\u017eiagos stres\u0105 sugerianti pagalv\u0117l\u0117<\/strong>: Audinys veikia kaip amortizatorius, sugerdamas \u0161iluminio pl\u0117timosi, susitraukimo ar eismo vibracijos sukelt\u0105 \u012ftamp\u0105. Taip i\u0161vengiama \u012ftempi\u0173 koncentracijos, galin\u010dios sukelti \u012ftr\u016bkimus.<\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\"><strong>Atvejo analiz\u0117<\/strong>: Betono dang\u0173 (pvz., greitkeli\u0173) perdangose \u0161is kompozitas naudojamas siekiant 5-10 met\u0173 atitolinti atspindim\u0105j\u012f \u012ftr\u016bkim\u0105, palyginti su nesustiprintu asfaltu.<\/p>\n<hr \/>\n<h3><strong>3. Dr\u0117gm\u0117s barjeras: Pasl\u0117ptas neaustin\u0117s med\u017eiagos talentas<\/strong><\/h3>\n<p class=\"ds-markdown-paragraph\">Vanduo yra tylusis asfalto \u017eudikas. Neaustinis audinys suteikia\u00a0<strong>i\u0161manioji barjero funkcija<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Blokuoja skysto vandens \u012fsiskverbim\u0105<\/strong>: Glaud\u017eiai megztas audinys veikia kaip dangos \"lietpaltis\", neleid\u017eiantis vandeniui prasiskverbti \u012f pagrind\u0105 ir (arba) pagrind\u0105. Tai apsaugo nuo:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Pagrindo sumink\u0161t\u0117jimas<\/strong>\u00a0(d\u0117l to atsiranda duobi\u0173).<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Naikinimas u\u017e\u0161aldant ir at\u0161ildant<\/strong>\u00a0(u\u017e\u0161al\u0119s vanduo ple\u010diasi, tod\u0117l i\u0161 vidaus sprogsta grindinys).<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Segtuv\u0173 nu\u0117mimas<\/strong>\u00a0(vanduo nuplauna klijus, laikan\u010dius asfalto u\u017epildus).<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Kv\u0117puoja kaip \"Gore-Tex<\/strong>: Nors audinys sulaiko skyst\u0105 vanden\u012f, jis leid\u017eia i\u0161eiti vandens garams ir neleid\u017eia dr\u0117gmei susikaupti, kad ant asfalto susidaryt\u0173 p\u016bsl\u0117s.<\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\"><strong>Labai svarbu<\/strong>: Regionai, kuriuose gausiai lyja arba vyksta u\u017e\u0161alimo ir at\u0161ilimo ciklai ir kuriuose dr\u0117gm\u0117s daroma \u017eala sudaro 80% dangos gedim\u0173.<\/p>\n<hr \/>\n<h3><strong>Kod\u0117l \u0161is kompozitas pranoksta tradicinius metodus<\/strong><\/h3>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Daugiau joki\u0173 \"sluoksniuot\u0173 pyrag\u0173\" konstrukcij\u0173<\/strong>: Tradicin\u0117ms dangoms reikia atskir\u0173 geotinkl\u0173, prilydom\u0173j\u0173 sluoksni\u0173 ir dr\u0117gm\u0117s barjer\u0173. \u0160is kompozitas sujungia visus tris elementus, tod\u0117l sutrump\u0117ja \u012frengimo laikas ir suma\u017e\u0117ja i\u0161laidos.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Savaime i\u0161silyginantis ry\u0161ys<\/strong>: Neaustinis audinys da\u017enai i\u0161 anksto padengiamas polimerais modifikuotu asfaltu. \u012ekait\u0119s klojant dang\u0105, jis susilieja su geotinklu ir \u0161vie\u017eiu asfaltu, sukurdamas vientis\u0105, vandeniui nelaid\u017ei\u0105 jungt\u012f.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Ilgaam\u017ei\u0161kumo padidinimas<\/strong>: Stiklo pluo\u0161tas atsparus korozijai ir \u0161liau\u017eimui, o neaustin\u0117 med\u017eiaga atspari prad\u016brimams klojant dang\u0105. Kartu jie de\u0161imtme\u010diais ilgaam\u017ei\u0161kesni u\u017e tik asfalto sluoksnius.<\/p>\n<\/li>\n<\/ul>\n<hr \/>\n<p class=\"ds-markdown-paragraph\">\u0160is kompozitas yra ne tik atnaujinimas - tai\u00a0<strong>dangos apsaugos sistema<\/strong>. Sujungus atsparum\u0105 tempimui, \u012ftr\u016bkim\u0173 slopinim\u0105 ir apsaug\u0105 nuo dr\u0117gm\u0117s, asfaltas i\u0161 trapios, vandeniui jautrios med\u017eiagos tampa elastinga ir ilgaam\u017ee danga. In\u017einieriai dabar j\u012f diegia:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Didel\u0117s \u012ftampos zonos<\/strong>: Tilt\u0173 prieigos, uostai, autobus\u0173 juostos.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Senstanti infrastrukt\u016bra<\/strong>: \u012etr\u016bkusio betono keli\u0173 tarnavimo laiko prat\u0119simas.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Klimato pa\u017eeid\u017eiamos vietov\u0117s<\/strong>: Potvyni\u0173 arba u\u017e\u0161alimo ir at\u0161ilimo regionai.<\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\"><strong>Profesional\u0173 patarimas<\/strong>: Kad b\u016bt\u0173 pasiektas maksimalus na\u0161umas, derinkite j\u012f su polimerais modifikuoto asfalto ri\u0161am\u0105ja med\u017eiaga. Rezultatas? Kelio danga, kuri atlaiko sunkiasvori\u0173 sunkve\u017eimi\u0173, muson\u0173 ir ledo audr\u0173 sm\u016bgius, o viso gyvavimo ciklo s\u0105naudos suma\u017e\u0117ja 30-40%.<\/p>\n<p class=\"ds-markdown-paragraph\">Siekiant optimizuoti stiprinimo funkcij\u0105\u00a0<strong>Feicheng Lianyi stiklo pluo\u0161to geotinklas\/25g neaustin\u0117s kompozicin\u0117s med\u017eiagos<\/strong>\u00a0asfalto sluoksniuose, labai svarbu tiksliai \u012frengti. Net ir nedidel\u0117s klaidos gali pakenkti jo \u012ftr\u016bkim\u0173 blokavimo, dr\u0117gm\u0117s izoliavimo ir apkrovos laikymo savyb\u0117ms. Toliau pateikiamas \u017eingsnis po \u017eingsnio vadovas, kaip u\u017etikrinti maksimal\u0173 na\u0161um\u0105:<\/p>\n<hr \/>\n<h3><strong>1. Substrato paruo\u0161imas: S\u0117km\u0117s pagrindas<\/strong><\/h3>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Valymas ir remontas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Pa\u0161alinkite nuo pagrindo \u0161iuk\u0161les, at\u0161okus\u012f asfalt\u0105 ir stovint\u012f vanden\u012f.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">U\u017etaisykite &gt; 3 mm plo\u010dio \u012ftr\u016bkimus ir duobes asfalto u\u017etaisymo med\u017eiaga, kad i\u0161vengtum\u0117te \"tilteli\u0173\" gedim\u0173.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Pavir\u0161iaus \u0161iurk\u0161tumas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Lygiems pavir\u0161iams (pvz., betoniniams) lengvai nu\u0161lifuokite arba nufrezuokite, kad susidaryt\u0173 profilis (1-2 mm gylio), kad geriau sukibt\u0173.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Tack Coat naudojimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Taikyti\u00a0<strong>polimerais modifikuoto asfalto emulsija<\/strong>\u00a0(pvz., PG 76-22) 0,8-1,2 l\/m\u00b2.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><em>Profesional\u0173 patarimas<\/em>: Naudokite pur\u0161kiam\u0105j\u012f trinkeli\u0173 klotuv\u0105, kad tolygiai paskirstytum\u0117te - netolyg\u016bs prilydomieji sluoksniai sukelia atsisluoksniavim\u0105.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>2. Geotinklo ir neaustinio kompozito \u012frengimas<\/strong><\/h3>\n<figure id=\"attachment_1121\" aria-describedby=\"caption-attachment-1121\" style=\"width: 300px\" class=\"wp-caption alignnone\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-1121\" title=\"geotinklo i\u0161d\u0117stymas\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/01\/geogrid-placement-300x210.png\" alt=\"geotinklo i\u0161d\u0117stymas\" width=\"300\" height=\"210\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/01\/geogrid-placement-300x210.png 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/01\/geogrid-placement-18x12.png 18w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/01\/geogrid-placement.png 370w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1121\" class=\"wp-caption-text\">geotinklo i\u0161d\u0117stymas<\/figcaption><\/figure>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>I\u0161vyniojimas ir i\u0161lyginimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Kompozicin\u0119 med\u017eiag\u0105 i\u0161vyniokite i\u0161ilgai (eismo srauto kryptimi).<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Kra\u0161t\u0173 persidengimas\u00a0<strong>10-15 cm<\/strong>\u00a0ties si\u016bl\u0117mis; gretimose eilut\u0117se perdangas i\u0161d\u0117stykite taip, kad b\u016bt\u0173 i\u0161vengta silpn\u0173 zon\u0173.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Venkite rauk\u0161li\u0173 ar rauk\u0161leli\u0173 - jos sukuria \u012ftempimo ta\u0161kus ir ma\u017eina sukibim\u0105 su asfaltu.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Laikinas fiksavimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Kompozitui pritvirtinti prie pagrindo, ypa\u010d \u0161laituose ar v\u0117juotose vietose, naudokite pur\u0161kiamus asfalto klijus arba pneumatinius segtuvus.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Neaustin\u0117s med\u017eiagos orientacija<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">U\u017etikrinkite, kad\u00a0<strong>neaustinis audinys nukreiptas \u017eemyn<\/strong>\u00a0(link pagrindo), kad b\u016bt\u0173 u\u017etikrintas kuo geresnis dr\u0117gm\u0117s barjero kontaktas.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>3. Asfalto dangos \u012frengimas<\/strong><\/h3>\n<figure id=\"attachment_1234\" aria-describedby=\"caption-attachment-1234\" style=\"width: 300px\" class=\"wp-caption alignnone\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-1234\" title=\"Asfalto reinforementas Stiklo pluo\u0161to geotinklo \u012frengimas2\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2-300x159.jpg\" alt=\"Asfalto reinforementas Stiklo pluo\u0161to geotinklo \u012frengimas2\" width=\"300\" height=\"159\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2-300x159.jpg 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2-1024x542.jpg 1024w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2-768x406.jpg 768w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2-18x10.jpg 18w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/asphalt-reinforement-fiberglass-geogrid-installation2.jpg 1255w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1234\" class=\"wp-caption-text\">Asfalto dangos klojimas<\/figcaption><\/figure>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><span style=\"font-size: 14px;\">\u00a0<\/span><strong>Temperat\u016bros valdymas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Asfalto mi\u0161inio klojimas\u00a0<strong>140-160\u00b0C<\/strong>\u00a0(priklausomai nuo ri\u0161iklio tipo). Jei per \u0161alta (165 \u00b0C), geotinklas gali deformuotis.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Keltuvo storis<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Ma\u017eiausias dangos storis =\u00a0<strong>1,5 karto geotinklo angos dyd\u017eio<\/strong>\u00a0(pvz., 40 mm perdanga 25 mm tinkleliui). Plonesniuose sluoksniuose tinklelis ne\u012fsitvirtina.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Klotuvo greitis<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">I\u0161laikykite tolyg\u0173 klotuvo greit\u012f (2-4 m\/min), kad b\u016bt\u0173 i\u0161vengta netolygaus sutankinimo ar geotinklo pasislinkimo.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>4. Sutankinimas: Geotinklo fiksavimas matricoje<\/strong><\/h3>\n<figure id=\"attachment_1233\" aria-describedby=\"caption-attachment-1233\" style=\"width: 300px\" class=\"wp-caption alignnone\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-1233\" title=\"Asfalto armat\u016bros i\u0161 stiklo pluo\u0161to geotinklo \u012frengimas\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation-300x225.jpg\" alt=\"Asfalto armat\u016bros i\u0161 stiklo pluo\u0161to geotinklo \u012frengimas\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation-300x225.jpg 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation-1024x768.jpg 1024w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation-768x576.jpg 768w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation-16x12.jpg 16w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2025\/05\/Asphalt-reinforcement-fiberglass-geogrid-installation.jpg 1280w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1233\" class=\"wp-caption-text\">Asfalto armat\u016bra Stiklo pluo\u0161to geotinklas<\/figcaption><\/figure>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Pradinis suskirstymas Valcavimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Naudokite\u00a0<strong>8-10 ton\u0173 plienini\u0173 rat\u0173 volas<\/strong>\u00a02-4 km\/val. grei\u010diu i\u0161 karto po klojimo.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Geotinkl\u0105 \u012f kar\u0161t\u0105 asfalt\u0105 \u012fterpkite 2-3 kartus.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Tarpinis valcavimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Perjunkite pneumatin\u012f vol\u0105 (12-15 ton\u0173) 4-6 va\u017eiavimams, kad pa\u0161alintum\u0117te oro ertmes.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Baigti valcavim\u0105<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Paskutiniai va\u017eiavimai statiniu plieniniu voleliu, kad pavir\u0161ius b\u016bt\u0173 i\u0161lygintas nesusmulkinant u\u017epild\u0173.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>5. Kritiniai veiksmai ir neveikimas<\/strong><\/h3>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>DO<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Kad geotinklas ir neaustinis kompozitas nesutr\u016bkin\u0117t\u0173, \u0161altu oru (&lt;10 \u00b0C) j\u012f pa\u0161ildykite.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Patikrinkite si\u016bl\u0117s vientisum\u0105 naudodami\u00a0<strong>vandens infiltracijos bandymas<\/strong>\u00a0po \u012frengimo (ASTM D7002).<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>NEGALIMA<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Leiskite statyb\u0173 eism\u0105 ant geotinklo prie\u0161 asfalto dangos klojim\u0105 - tai i\u0161kreipia tinklel\u012f.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Naudokite a\u0161triabriaunius \u012frankius, kurie praduria neaustin\u0119 med\u017eiag\u0105 (pa\u017eeid\u017eia dr\u0117gm\u0117s barjer\u0105).<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\">Montuokite lyjant lietui ar esant didelei dr\u0117gmei - dr\u0117gm\u0117 silpnina prilydomojo sluoksnio sukibim\u0105.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>6. Kokyb\u0117s patikrinimai po \u012frengimo<\/strong><\/h3>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Sukibimo stiprumo bandymas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Atlikite\u00a0<strong>i\u0161traukimo bandymas<\/strong>\u00a0(ASTM D4541), kad b\u016bt\u0173 u\u017etikrintas sukibimas \u22650,5 MPa.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Infraraudon\u0173j\u0173 spinduli\u0173 termografija<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">Ie\u0161kokite \"\u0161alt\u0173 viet\u0173\", rodan\u010di\u0173 prast\u0105 geotinklo ir asfalto sukibim\u0105.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>\u0160erdies m\u0117gini\u0173 \u0117mimas<\/strong>:<\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\">I\u0161traukite \u0161erdis, kad \u012fsitikintum\u0117te, jog geotinklas visi\u0161kai u\u017edarytas ir n\u0117ra rauk\u0161li\u0173 \/ oro ki\u0161eni\u0173.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<hr \/>\n<h3><strong>Kod\u0117l tai veikia<\/strong><\/h3>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Optimalus krovinio perdavimas<\/strong>: Tinkamai \u012fterptas geotinklas paskirsto eismo \u012ftempius kompozitiniame sluoksnyje, suma\u017eindamas silpno pagrindo apkrov\u0105 iki 40%.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Pavir\u0161ius be \u012ftr\u016bkim\u0173<\/strong>: Sklandus montavimas apsaugo nuo \u012ftempi\u0173 koncentracijos, d\u0117l kurios atsiranda atspindin\u010di\u0173 \u012ftr\u016bkim\u0173.<\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong>Vis\u0105 gyvenim\u0105 trunkanti apsauga nuo dr\u0117gm\u0117s<\/strong>: Nepa\u017eeistas neaustinis audinys blokuoja 99% vandens patekim\u0105, i\u0161saugodamas pagrindinius sluoksnius.<\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\">\u0160is protokolas u\u017etikrina, kad \"Feicheng Lianyi\" kompozitas, skirtas intensyvaus eismo keliams dr\u0117gm\u0117s pa\u017eeid\u017eiamuose regionuose, b\u016bt\u0173\u00a0<strong>20 ir daugiau met\u0173 darbo sta\u017eas<\/strong>\u00a0su minimalia prie\u017ei\u016bra. Ekstremaliomis s\u0105lygomis j\u0105 galima derinti su auk\u0161tos kokyb\u0117s ri\u0161ikliais (pvz., SBS modifikuotu asfaltu).<\/p>","protected":false},"excerpt":{"rendered":"<p>The Critical Role of Fiberglass Geogrid\/Nonwoven Composite in Asphalt Pavements Combining a fiberglass geogrid with an ultra-light nonwoven fabric creates a revolutionary composite material\u00a0that tackles asphalt pavement\u2019s most persistent enemies: structural weakness, reflective cracking, and water damage. Unlike traditional methods that address these issues separately, this composite integrates all three solutions into a single, high-performance [&hellip;]<\/p>\n","protected":false},"author":4,"featured_media":1235,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[36],"tags":[],"acf":[],"_links":{"self":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/posts\/1232"}],"collection":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/comments?post=1232"}],"version-history":[{"count":0,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/posts\/1232\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/media\/1235"}],"wp:attachment":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/media?parent=1232"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/categories?post=1232"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/tags?post=1232"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}