{"id":1479,"date":"2026-06-11T09:14:52","date_gmt":"2026-06-11T01:14:52","guid":{"rendered":"https:\/\/www.lianyigeosyn.com\/?post_type=products&#038;p=1479"},"modified":"2026-06-15T08:54:15","modified_gmt":"2026-06-15T00:54:15","slug":"triaxialine-geogrida","status":"publish","type":"products","link":"https:\/\/www.lianyigeosyn.com\/lt\/products\/pp-triaxial-geogrid\/","title":{"rendered":"PP Triaksialin\u0117 geogrida"},"content":{"rendered":"<h3><span class=\"\">Triaksialin\u0117 geogrido technin\u0117 \u012fvada<\/span><\/h3>\n<h4><span class=\"\">Trumpa \u012fvada<\/span><\/h4>\n<p class=\"ds-markdown-paragraph\"><span class=\"\">M\u016bs\u0173 triaksialin\u0117s geogridos yra naujos kartos dirvo\u017eemio stabilizavimo technologija, sukurta siekiant u\u017etikrinti auk\u0161\u010diausi\u0105 daugiakrypt\u012f apkrovos paskirstym\u0105 ir neprilygstam\u0105 susijungim\u0105 su gr\u016bd\u0117tais agregatais. Skirtingai nuo tradicini\u0173 dviaksi\u0173 geogrid\u0173, kurie suteikia tvirtum\u0105 pagrindiniais dviem statmenais kryptimis, m\u016bs\u0173 triaksialini\u0173 geogrid\u0173 inovatyvi trikampio angos geometrija u\u017etikrina beveik izotropin\u012f standumo atsak\u0105. Tai rei\u0161kia, kad taikomos apkrovos efektyviai paskirstomos per radialinius \u0161onus visame 360 laipsni\u0173 plane, i\u0161 esm\u0117s pakei\u010diant gr\u016bd\u0117tos sluoksnio gedimo mechanizm\u0105 nuo lokalizuoto skiedimo iki sustiprinto, sijos pana\u0161aus kompozito.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><span class=\"\">Pagamintos i\u0161 patentuotos auk\u0161\u010diausios r\u016b\u0161ies polipropileno lak\u0161to, kuris perforuojamas ir traukiamas tiksliai kontroliuojamomis s\u0105lygomis, gauta monolitin\u0117 strukt\u016bra pasi\u017eymi didelio stiprumo \u0161onais ir optimizuota jung\u010di\u0173 efektyvumu. TX serija skirta sukaustyti ir fiksuoti agregato daleles savo angose, sudarant mechaniniu b\u016bdu stabilizuot\u0105 sluoksn\u012f, turint\u012f gerokai didesn\u0119 konstrukcin\u0119 galimyb\u0119 nei nesustiprintas agregatas. Tai leid\u017eia in\u017einieriams suma\u017einti agregato stor\u012f nepaaukojant na\u0161umo arba \u017eenkliai prailginti kelio ir platformos tarnavimo laik\u0105 ant silpn\u0173 pagrind\u0173. Produkt\u0173 asortimentas nuo TX140 iki TX190L su vienetiniais svoriais nuo 195 g\/m\u00b2 iki 320 g\/m\u00b2 si\u016blo lankst\u0173 sprendim\u0105 lengvoms ir sunkioms apkrovoms, u\u017etikrinant optimal\u0173 kainos ir na\u0161umo santyk\u012f kiekvienam projektui.<\/span><\/p>\n<h4><span class=\"\">Parai\u0161kos<\/span><\/h4>\n<p class=\"ds-markdown-paragraph\"><span class=\"\">Triaksialini\u0173 geogrid\u0173 universalumas leid\u017eia jas pritaikyti pla\u010diam civilin\u0117s in\u017einerijos ir statybos i\u0161\u0161\u016bki\u0173 spektrui:<\/span><\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Neasfaltuoti ir laikini keliai:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Haul keli\u0173 ir priva\u017eiavim\u0173 stabilizavimas ant mink\u0161t\u0173, suspaud\u017eiam\u0173 grunt\u0173, leid\u017eiant vis\u0173 met\u0173 eism\u0105 sunkiasvoriais statybiniais transporto priemon\u0117mis bei drasti\u0161kai ma\u017einant agregat\u0173 akmen\u0173 vartojim\u0105.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Nuolatiniai asfaltuoti keliai ir greitkeliai:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Papildomas pagrindo ir bazinio sluoksnio sutvirtinimas, siekiant prailginti kelio projektavimo gyvenim\u0105, minimalizuoti atspindin\u010dius ply\u0161ius ir suma\u017einti vag\u0173 susidarym\u0105 ciklini\u0173 eismo apkrov\u0173 metu.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Darbo platformos:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Sustingusio, apkrov\u0105 paskirstan\u010dio ploto suk\u016brimas po vik\u0161niniais kranais, kuoliavimo \u012frenginiais ir kita auk\u0161to sl\u0117gio \u012franga ant \u017eemo ne\u0161an\u010diojo paj\u0117gumo grunto, pa\u0161alinant katastrofi\u0161ko pramu\u0161imo rizik\u0105.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Gele\u017einkelio kelio pagrindo sutvirtinimas:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>\u012erengiant balast\u0105 arba pabalansto sluoksnius, siekiant kontroliuoti \u0161onin\u012f i\u0161sisklaidym\u0105, suma\u017einti vertikal\u0173 susitraukim\u0105 ir i\u0161laikyti kelio geometrij\u0105, taip ma\u017einant prie\u017ei\u016bros da\u017enum\u0105.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Sunki\u0173j\u0173 sand\u0117li\u0173 ir konteineri\u0173 terminal\u0173 zonos:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Intermodalini\u0173 yard\u0173, oro uost\u0173 apyni\u0173 ir pramonini\u0173 stov\u0117jimo aik\u0161teli\u0173 sutvirtinimas, veikiami intensyvi\u0173 statini\u0173 ir dinamini\u0173 ta\u0161kini\u0173 apkrov\u0173.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Automobili\u0173 stov\u0117jimo aik\u0161teli\u0173 ir atoki\u0173 viet\u0173:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Ekonomi\u0161kas alternatyva giliems kasimo ir keitimo metodams, ypa\u010d ten, kur pagrindas sudarytas i\u0161 problemati\u0161k\u0173 molio ar dumblo.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u0160lait\u0173 pylim\u0173 ir atraminio sienos sutvirtinimas:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Integruojama kaip pagrindinis arba antrinis sutvirtinimo sluoksnis, siekiant padidinti vidin\u012f stabilum\u0105 ir leisti statyti stambesnius, \u017eemesn\u0117s erdv\u0117s reikalaujan\u010dius \u0161laitus.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Sampal\u0173 dangos ir u\u017edarymo sistemos:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Naudojama drenuojan\u010diam ir dangos sluoksniui vir\u0161 geomembran\u0173 sutvirtinti, u\u017ekertant keli\u0105 \u0161lait\u0173 slydimui ir didinant vientisum\u0105 prie\u0161 diferencin\u012f susitraukim\u0105.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Pamat\u0173 grunt\u0173 gerinimas:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Stabilizacija po sekli\u0173 pamat\u0173, grind\u0173 plok\u0161\u010di\u0173 ir lengv\u0173 pramonini\u0173 statini\u0173 ant marginalaus grunto.<\/span><\/p>\n<\/li>\n<\/ul>\n<h4><span class=\"\">Montavimo vadovas<\/span><\/h4>\n<figure id=\"attachment_1481\" aria-describedby=\"caption-attachment-1481\" style=\"width: 300px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" loading=\"lazy\" title=\"triaxialgeogridig 4\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-4-300x233.jpg\" alt=\"triaxialgeogridig 4\" width=\"300\" height=\"233\" class=\"size-medium wp-image-1481\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-4-300x233.jpg 300w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-4-768x596.jpg 768w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-4-15x12.jpg 15w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-4.jpg 939w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1481\" class=\"wp-caption-text\">triaksialin\u0117geogridig<\/figcaption><\/figure>\n<p class=\"ds-markdown-paragraph\"><span class=\"\">Tinkamas montavimas yra esminis siekiant pasiekti numatyt\u0105 na\u0161um\u0105. Toliau pateikti \u017eingsniai yra bendras geriausi\u0173 praktik\u0173 vadovas; visada laikytis projekto specifikacij\u0173 ir dizaino.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">1 \u017eingsnis: pagrindo paruo\u0161imas<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Pagrindas turi b\u016bti i\u0161valytas nuo vis\u0173 augal\u0173, \u0161akn\u0173, a\u0161tri\u0173 daikt\u0173 ir dideli\u0173 akmen\u0173, kurie gal\u0117t\u0173 pradurti geogrid\u0105. I\u0161lyginkite pavir\u0161i\u0173 iki reikaling\u0173 planini\u0173 lygi\u0173 ir skersini\u0173 nuolyd\u017ei\u0173. Suspauskite paruo\u0161t\u0105 pagrind\u0105, kad gautum\u0117te tolygiai tvirt\u0105 ir lyg\u0173 pavir\u0161i\u0173. Bet kokios mink\u0161tos vietos ar lokali\u0173 nestabilum\u0173 turi b\u016bti i\u0161kastos ir u\u017epildytos tinkama suspausta med\u017eiaga.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 2: I\u0161d\u0117stymas ir pozicionavimas<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">I\u0161skleiskite triaksialin\u0119 geogrid\u0105 tiesiai ant paruo\u0161to pagrindo pavir\u0161iaus, u\u017etikrindami, kad lygus \u0161onas b\u016bt\u0173 \u017eemyn, o \u0161oninis, tekst\u016bruotas \u0161onas \u2013 auk\u0161tyn, kad maksimaliai pager\u0117t\u0173 agregato susijungimas. Venkite vilkimo geogrido per \u017eem\u0119; jis turi b\u016bti i\u0161skleistas pagal linij\u0105. Jei reikia kelis ritinius \u0161alia vienas kito, juos i\u0161d\u0117stykite pagal i\u0161planavimo plan\u0105.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 3: Pjovimas ir perdengimai<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Pjaukite geogrid\u0105 reikiamai ilgiui naudodami a\u0161tr\u0173 peil\u012f, \u017eirkles ar kampin\u012f \u0161lifuokl\u012f. Greta esantys ritiniai turi b\u016bti tinkamai perdengiami, kad b\u016bt\u0173 u\u017etikrinta pilna konstrukcin\u0117 t\u0119stinumas:<\/span><\/p>\n<ul>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Ilgiausios jungtys (ritinio ilgio kryptimi):<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Perdengimas ma\u017eiausiai 300 mm.<\/span><\/p>\n<\/li>\n<li>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">Skersin\u0117s jungtys (ritinio galas prie galo):<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Perdengimas ma\u017eiausiai 450 mm arba pagal in\u017einieriaus nurodymus. Perdengimo kryptis turi sekti agregato d\u0117jimo krypt\u012f, kad u\u017epylimas netempt\u0173 \u012f si\u016bl\u0119 ir jos neatvert\u0173.<\/span><\/p>\n<\/li>\n<\/ul>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 4: Fiksavimas<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Esant v\u0117juotoms s\u0105lygoms ar \u0161laituose, \u0161iek tiek \u012ftempkite geogrid\u0105 ir pritvirtinkite kra\u0161tus bei perdengimus plieniniais U-formos smeigtukais, kra\u0161tovaizd\u017eio smeigtukais ar sm\u0117lio mai\u0161ais kas 2 metrus ne daugiau. \u0160is laikinas tvirtinimas u\u017ekerta keli\u0105 jud\u0117jimui u\u017epylimo metu. Sta\u010diuose \u0161laituose gali b\u016bti reikalingas mechaninis tvirtinimas vir\u0161utin\u0117je berme.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 5: Agregato u\u017epylimas<\/span><\/strong><\/p>\n<figure id=\"attachment_1480\" aria-describedby=\"caption-attachment-1480\" style=\"width: 291px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" loading=\"lazy\" title=\"triaksialin\u0117geogridig 1\" src=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1-291x300.jpg\" alt=\"triaksialin\u0117geogridig 1\" width=\"291\" height=\"300\" class=\"size-medium wp-image-1480\" srcset=\"https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1-291x300.jpg 291w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1-994x1024.jpg 994w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1-768x791.jpg 768w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1-12x12.jpg 12w, https:\/\/www.lianyigeosyn.com\/wp-content\/uploads\/2026\/06\/triaxialgeogridig-1.jpg 1165w\" sizes=\"(max-width: 291px) 100vw, 291px\" \/><figcaption id=\"caption-attachment-1480\" class=\"wp-caption-text\">triaksialin\u0117geogridig 1<\/figcaption><\/figure>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\"><\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Gr\u016bd\u0117tas u\u017epylimas turi b\u016bti gerai sureguliuotas, kampuotas, smulkintas akmuo ar \u017evyras, atitinkantis projekto specifikacijas. Pirmojo u\u017epylimo storis vir\u0161 geogrido turi b\u016bti ne ma\u017eiau kaip 150 mm ir ne daugiau kaip 300 mm laisvosios storio.<span>\u00a0<\/span><\/span><strong><span class=\"\">Kritinis:<\/span><\/strong><span class=\"\"><span>\u00a0<\/span>Statybin\u0117ms transporto priemon\u0117ms niekada negalima leisti va\u017eiuoti tiesiai ant atidengto geogrido. U\u017epylimas turi b\u016bti dedamas galu u\u017epylimu ant anks\u010diau pad\u0117to agregato pagrindo ir tada paskleid\u017eiamas vik\u0161ninio buldozerio, veikian\u010dio ant to pagrindo sluoksnio. Sukant transporto priemones pirmajame u\u017epylimo sluoksnyje yra grie\u017etai draud\u017eiama.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 6: Suspaudimas<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Suspauskite pirm\u0105j\u012f agregato sluoksn\u012f vibracinio valcavimo ma\u0161ina, kad pasiektum\u0117te ma\u017eiausiai 95% standartin\u012f Proctor tank\u012f (arba pagal nurodymus). Suspaudimo kryptis tur\u0117t\u0173 b\u016bti statmena ilgin\u0117ms ritini\u0173 jungtims, jei \u012fmanoma, kad dar labiau sutvirtint\u0173 perdengim\u0105. Atid\u017eiai patikrinkite pavir\u0161i\u0173 d\u0117l bet koki\u0173 kilimo ar nestabilumo po\u017eymi\u0173, rodan\u010di\u0173 nepakankam\u0105 pagrindo paruo\u0161im\u0105.<\/span><\/p>\n<p class=\"ds-markdown-paragraph\"><strong><span class=\"\">\u017dingsnis 7: Sekantys sluoksniai<\/span><\/strong><span class=\"\"><\/span><br \/>\n<span class=\"\">Kai pirmasis sluoksnis suspaustas ir priimtas, sekantys agregato sluoksniai gali b\u016bti dedami, paskleid\u017eiami ir suspaud\u017eiami standartin\u0117mis proced\u016bromis, u\u017etikrinant, kad kiekvienas sluoksnis nevir\u0161yt\u0173 maksimalaus storio, nurodyto rolleriui. Baikite kelio arba dangos sluoksnius pagal galutin\u012f projekt\u0105.<\/span><\/p>","protected":false},"excerpt":{"rendered":"<p>M\u016bs\u0173 TX serijos triaksialin\u0117s geogridos pateikia revoliucing\u0105 360\u00b0 daugia\u0161on\u012f apkrovos paskirstym\u0105 per unikalias trikampes angas. \u0160is auk\u0161\u010diausios kokyb\u0117s susijungimas stabilizuoja gr\u016bdinius sluoksnius, ma\u017eina sm\u0117lio ir \u017evyro reikalavimus bei prailgina tarnavimo laik\u0105. Prieinamos nuo TX140 iki TX190L, su vieneto svoriais nuo 195 g iki 320 g, jos si\u016blo ekonomi\u0161kus sprendimus bet kokiai grunt\u0173 stabilizavimo i\u0161\u0161\u016bkiui.<\/p>","protected":false},"featured_media":1466,"template":"","adweb_product_categories":[68,304],"adweb_product_tags":[60,61,306,308,77,305,307,262],"gallery":[1312,1464,1466,1461],"order":null,"acf":[],"_links":{"self":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/adweb_products\/1479"}],"collection":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/adweb_products"}],"about":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/types\/products"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/media\/1466"}],"wp:attachment":[{"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/media?parent=1479"}],"wp:term":[{"taxonomy":"adweb_product_cat","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/adweb_product_categories?post=1479"},{"taxonomy":"adweb_product_tag","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lt\/wp-json\/wp\/v2\/adweb_product_tags?post=1479"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}