{"id":1479,"date":"2026-06-11T09:14:52","date_gmt":"2026-06-11T01:14:52","guid":{"rendered":"https:\/\/www.lianyigeosyn.com\/?post_type=products&p=1479"},"modified":"2026-06-15T08:54:15","modified_gmt":"2026-06-15T00:54:15","slug":"pp-triaksiala-geogrida","status":"publish","type":"products","link":"https:\/\/www.lianyigeosyn.com\/lv\/products\/pp-triaxial-geogrid\/","title":{"rendered":"PP Triaksial\u0101 \u0123eot\u012bkla"},"content":{"rendered":"

Triaksial\u0101s \u0123eogr\u012bdas tehnisk\u0101 ievie\u0161ana<\/span><\/h3>\n

\u012ass ievads<\/span><\/h4>\n

M\u016bsu triaksial\u0101s \u0123eogr\u012bdas p\u0101rst\u0101v n\u0101kamo augsnes stabiliz\u0101cijas tehnolo\u0123iju paaudzi, kas izstr\u0101d\u0101ta, lai nodro\u0161in\u0101tu augst\u0101ku daudzvirzienu slod\u017eu sadal\u012bjumu un nep\u0101rsp\u0113jamu savienojumu ar granul\u0113tajiem agreg\u0101tiem. At\u0161\u0137ir\u012bb\u0101 no tradicion\u0101laj\u0101m biaxialaj\u0101m \u0123eogr\u012bd\u0101m, kas sniedz stipr\u012bbu galvenok\u0101rt divos perpendikul\u0101ros virzienos, m\u016bsu triaksialo \u0123eogr\u012bdu inovat\u012bv\u0101 tr\u012bsst\u016bra atveres \u0123eometrija nodro\u0161ina gandr\u012bz izotropisko stinguma reakciju. Tas noz\u012bm\u0113, ka pielikt\u0101s slodzes efekt\u012bvi tiek sadal\u012btas caur radi\u0101laj\u0101m rib\u0101m vis\u0101 360 gr\u0101du plakn\u0113, b\u016btiski mainot granul\u0113t\u0101 sl\u0101\u0146a izg\u0101\u0161an\u0101s meh\u0101nismu no lokaliz\u0113tas s\u0137el\u0161anas uz st\u012bvu, sijveid\u012bgu kompoz\u012btu.<\/span><\/p>\n

Izgatavotas no patent\u0113ta izv\u0113l\u0113ta polipropil\u0113na loksnes, kas ir izurbta un izvelta prec\u012bzos apst\u0101k\u013cos, rezult\u0101t\u0101 ieg\u016bt\u0101 monol\u012bt\u0101 konstrukcija ir ar augstu iztur\u012bbas rib\u0101m un optimiz\u0113tu savienojumu efektivit\u0101ti. TX s\u0113rija ir izstr\u0101d\u0101ta, lai ierobe\u017eotu un fiks\u0113tu agreg\u0101tu da\u013ci\u0146as t\u0101s atver\u0113s, veidojot meh\u0101niski stabiliz\u0113tu sl\u0101ni ar b\u016btiski augst\u0101ku struktur\u0101lo kapacit\u0101ti nek\u0101 nearm\u0113ts agreg\u0101ts. Tas \u013cauj in\u017eenieriem samazin\u0101t agreg\u0101tu biezumu, nezaud\u0113jot veiktsp\u0113ju, vai b\u016btiski pagarin\u0101t segumu un platformu kalpo\u0161anas laiku uz v\u0101jiem pamatiem. Produktu kl\u0101sts no TX140 l\u012bdz TX190L ar vien\u012bbas svaru no 195 g\/m\u00b2 l\u012bdz 320 g\/m\u00b2 nodro\u0161ina m\u0113rogojamu risin\u0101jumu viegl\u0101m l\u012bdz smag\u0101m slod\u017eu pras\u012bb\u0101m, nodro\u0161inot optim\u0101lu izmaksu un veiktsp\u0113jas l\u012bdzsvaru katram projektam.<\/span><\/p>\n

Pieteikumi<\/span><\/h4>\n

Triaksialo \u0123eogr\u012bdu daudzpus\u012bba padara t\u0101s piem\u0113rotas pla\u0161am civil\u0101s in\u017eenierijas un celtniec\u012bbas izaicin\u0101jumu spektram:<\/span><\/p>\n

    \n
  • \n

    Neapbru\u0146otas un pagaidu ce\u013ci:<\/span><\/strong>\u00a0<\/span>Haul ce\u013cu un piebraucamo ce\u013cu stabiliz\u0101cija uz m\u012bkstiem, saspie\u017eamiem grunt\u012bm, \u013caujot visu laika apst\u0101k\u013cu satiksmi ar smagajiem celtniec\u012bbas transportl\u012bdzek\u013ciem, vienlaikus b\u016btiski samazinot agreg\u0101tu akme\u0146u pat\u0113ri\u0146u.<\/span><\/p>\n<\/li>\n

  • \n

    Past\u0101v\u012bgi asfalt\u0113ti ce\u013ci un \u0161osejas:<\/span><\/strong>\u00a0<\/span>Sub-b\u0101zes un b\u0101zes sl\u0101\u0146u armat\u016bra, lai pagarin\u0101tu seguma projekta dz\u012bvi, minimiz\u0113tu atstarojo\u0161\u0101s plaisas un samazin\u0101tu r\u016bp\u012bbas veido\u0161anos ciklisku satiksmes slod\u017eu ietekm\u0113.<\/span><\/p>\n<\/li>\n

  • \n

    Darba platformas:<\/span><\/strong>\u00a0<\/span>St\u012bvas, slodzes izplat\u012b\u0161anas pl\u0101ksnes izveide zem k\u0101pur\u0137\u0113\u017eu kr\u0101niem, p\u012blinga iek\u0101rt\u0101m un cit\u0101m augstas slodzes iek\u0101rt\u0101m uz zemiem nestsp\u0113jas grunt\u012bm, nov\u0113r\u0161ot katastrof\u0101las d\u016briena izg\u0101\u0161an\u0101s risku.<\/span><\/p>\n<\/li>\n

  • \n

    Dzelzce\u013ca slie\u017eu ce\u013cu armat\u016bra:<\/span><\/strong>\u00a0<\/span>Ievietota balasta vai sub-balasta sl\u0101\u0146os, lai kontrol\u0113tu s\u0101nu izplat\u012b\u0161anos, samazin\u0101tu vertik\u0101lo nogulsn\u0113\u0161anos un uztur\u0113tu slie\u017eu \u0123eometriju, t\u0101d\u0113j\u0101di samazinot apkopes bie\u017eumu.<\/span><\/p>\n<\/li>\n

  • \n

    Smago kr\u0101jumu laukumi un konteineru termin\u0101\u013ci:<\/span><\/strong>\u00a0<\/span>Intermod\u0101lo laukumu, lidostu apronu un industri\u0101lo cieto plat\u012bbu armat\u016bra, kas pak\u013cautas intens\u012bv\u0101m statisk\u0101m un dinamisk\u0101m punktveida slodz\u0113m.<\/span><\/p>\n<\/li>\n

  • \n

    Autost\u0101vvietas un atp\u016btas vietas:<\/span><\/strong>\u00a0<\/span>Ekonomisks alternat\u012bvs dzi\u013cai izrak\u0161anai un nomai\u0146as tehnikai, \u012bpa\u0161i tur, kur pamats sast\u0101v no problem\u0101tisk\u0101m m\u0101l\u0101m vai siltiem.<\/span><\/p>\n<\/li>\n

  • \n

    Sl\u012bpumu aizsargdambji un atbalsta sienu armat\u016bra:<\/span><\/strong>\u00a0<\/span>Integr\u0113ta k\u0101 prim\u0101r\u0101 vai sekund\u0101r\u0101 armat\u016bras sl\u0101\u0146a, lai uzlabotu iek\u0161\u0113jo stabilit\u0101ti un \u013cautu veidot st\u0101v\u0101kus, zemes efekt\u012bv\u0101kus sl\u012bpumus.<\/span><\/p>\n<\/li>\n

  • \n

    Atkritumu izg\u0101ztuvju v\u0101ki un sl\u0113g\u0161anas sist\u0113mas:<\/span><\/strong>\u00a0<\/span>Izmanto, lai pastiprin\u0101tu dren\u0101\u017eas un seguma sl\u0101\u0146us virs geomembr\u0101n\u0101m, nov\u0113r\u0161ot sl\u012bpumu sl\u012bd\u0113\u0161anu un uzlabojot integrit\u0101ti pret diferenci\u0101lo nogulsn\u0113\u0161anos.<\/span><\/p>\n<\/li>\n

  • \n

    Pamatnes gruntis uzlabo\u0161ana:<\/span><\/strong>\u00a0<\/span>Stabiliz\u0101cija zem sekliem pamatiem, gr\u012bdas pl\u0101ksn\u0113m un viegl\u0101m industri\u0101l\u0101m konstrukcij\u0101m uz margin\u0101l\u0101m grunt\u012bm.<\/span><\/p>\n<\/li>\n<\/ul>\n

    Uzst\u0101d\u012b\u0161anas rokasgr\u0101mata<\/span><\/h4>\n
    \"triaxialgeogridig
    triaxialgeogridig<\/figcaption><\/figure>\n

    Pareiza uzst\u0101d\u012b\u0161ana ir b\u016btiska, lai sasniegtu projekt\u0113to veiktsp\u0113ju. T\u0101l\u0101k min\u0113tie so\u013ci veido visp\u0101r\u0113ju lab\u0101ko praksi; vienm\u0113r j\u0101iev\u0113ro projekta specifiskais dizains un specifik\u0101cijas.<\/span><\/p>\n

    1. solis: pamatnes sagatavo\u0161ana<\/span><\/strong><\/span>
    \nPamats ir j\u0101att\u012bra no visa augu valsts, sakn\u0113m, asi\u0146ainiem priek\u0161metiem un lieliem akme\u0146iem, kas var caurdurt \u0123eogr\u012bdu. Nol\u012bdziniet virsmu l\u012bdz nepiecie\u0161amaj\u0101m pl\u0101nojuma augstumam un \u0161\u0137\u0113rs-sl\u012bpumam. Sakompakt\u0113jiet sagatavoto pamatu, lai ieg\u016btu vienm\u0113r\u012bgi cietu un gludu virsmu. Jebkuras m\u012bkstas kabatas vai lok\u0101las nestabilit\u0101tes ir j\u0101izrok un j\u0101aizpilda ar piem\u0113rotu sakompakt\u0113tu materi\u0101lu.<\/span><\/p>\n

    2. solis: izvieto\u0161ana un pozicion\u0113\u0161ana<\/span><\/strong><\/span>
    \nIzvelciet triaksialo \u0123eogr\u012bdu tie\u0161i uz sagatavot\u0101s pamatnes virsmas, nodro\u0161inot, lai glud\u0101 puse b\u016btu uz leju, bet ribot\u0101, tekstur\u0113t\u0101 puse b\u016btu uz aug\u0161u, lai maksim\u0101li uzlabotu agreg\u0101tu savienojumu. Izvairieties no \u0123eogr\u012bdas vilk\u0161anas pa zemi; tai j\u0101b\u016bt izvilkai gar izl\u012bdzin\u0101jumu. Ja vair\u0101kas ru\u013c\u013cu ir nepiecie\u0161amas blakus, izl\u012bdziniet t\u0101s atbilsto\u0161i izvietojuma pl\u0101nam.<\/span><\/p>\n

    3. solis: grie\u0161ana un p\u0101rkl\u0101jums<\/span><\/strong><\/span>
    \nGrieziet \u0123eogr\u012bdu l\u012bdz nepiecie\u0161amajam garumam, izmantojot asu darba nazi, \u0161\u0137\u0113res vai le\u0146\u0137a sl\u012bpma\u0161\u012bnu. Blakus eso\u0161ie ru\u013c\u013ci ir j\u0101p\u0101rkl\u0101j atbilsto\u0161i, lai nodro\u0161in\u0101tu piln\u012bgu struktur\u0101lo nep\u0101rtraukt\u012bbu:<\/span><\/p>\n

      \n
    • \n

      Gareniskie savienojumi (ru\u013c\u013ca garuma virzien\u0101):<\/span><\/strong>\u00a0<\/span>P\u0101rkl\u0101jiet vismaz 300 mm.<\/span><\/p>\n<\/li>\n

    • \n

      \u0160\u0137\u0113rs\u0101s savienojumi (ru\u013c\u013ca gala l\u012bdz galam):<\/span><\/strong>\u00a0<\/span>P\u0101rkl\u0101jiet vismaz 450 mm vai atbilsto\u0161i in\u017eeniera nor\u0101d\u012bjumiem. P\u0101rkl\u0101juma virziens j\u0101seko agreg\u0101tu izvietojuma virzienam, lai pild\u012bjuma izlie\u0161ana neiespiestu \u0161uv\u0113 un to neatv\u0113rtu.<\/span><\/p>\n<\/li>\n<\/ul>\n

      4. solis: nostiprin\u0101\u0161ana<\/span><\/strong><\/span>
      \nV\u0113jainos apst\u0101k\u013cos vai sl\u012bpumos nedaudz savelciet \u0123eogr\u012bdu un nostipriniet malas un p\u0101rkl\u0101jumus ar t\u0113rauda U-veida knaibl\u0113m, ainavas knaibl\u0113m vai smil\u0161u maisiem ar att\u0101lumu, kas nep\u0101rsniedz 2 metrus. \u0160is pagaidu stiprin\u0101jums nov\u0113r\u0161 nob\u012bdes pild\u012bjuma ievieto\u0161anas laik\u0101. St\u0101vos sl\u012bpumos var b\u016bt nepiecie\u0161ams meh\u0101niskais stiprin\u0101jums virsotnes berm\u0101.<\/span><\/p>\n

      5. solis: agreg\u0101tu pild\u012bjuma izvieto\u0161ana<\/span><\/strong><\/p>\n

      \"triaxialgeogridig
      triaxialgeogridig 1<\/figcaption><\/figure>\n

      <\/span><\/strong><\/span>
      \nGranul\u0113tajam pild\u012bjumam ir j\u0101b\u016bt labi grad\u0113tam, le\u0146\u0137ainam, drupin\u0101tam akmenim vai grants, kas atbilst projekta specifik\u0101cijai. Pirm\u0101 pac\u0113luma biezumam virs \u0123eogr\u012bdas j\u0101b\u016bt ne maz\u0101kam par 150 mm un ne vair\u0101k par 300 mm br\u012bv\u0101 dzi\u013cum\u0101.\u00a0<\/span><\/span>Kritisks:<\/span><\/strong>\u00a0<\/span>Celtniec\u012bbas transportl\u012bdzek\u013ciem nekad nav j\u0101brauc tie\u0161i pa atkl\u0101to \u0123eogr\u012bdu. Pild\u012bjums ir j\u0101ievieto, izliekot to uz iepriek\u0161 izvietot\u0101 agreg\u0101tu palikt\u0146a un tad izl\u012bdzinot ar k\u0101pur\u0137\u0113\u017eu buldozeru, kas darbojas uz \u0161\u012b spilvena sl\u0101\u0146a. Pagriezt transportl\u012bdzek\u013cus pirmaj\u0101 pild\u012bjuma pac\u0113lum\u0101 ir stingri aizliegts.<\/span><\/p>\n

      6. solis: sakompakt\u0113\u0161ana<\/span><\/strong><\/span>
      \nSakompakt\u0113jiet pirmo agreg\u0101tu pac\u0113lumu, izmantojot vibr\u0113jo\u0161o veltni, lai sasniegtu vismaz 95% standarta Proktora bl\u012bvumu (vai atbilsto\u0161i nor\u0101d\u012bjumiem). Sakompakt\u0113\u0161anas virziens j\u0101b\u016bt perpendikul\u0101ram gareniskajiem ru\u013c\u013cu savienojumiem, ja iesp\u0113jams, lai v\u0113l vair\u0101k nostiprin\u0101tu p\u0101rkl\u0101jumu. R\u016bp\u012bgi p\u0101rbaudiet virsmu, lai atrastu jebk\u0101das paz\u012bmes par pac\u0113lumu vai nestabilit\u0101ti, kas liecin\u0101tu par nepietiekamu pamata sagatavo\u0161anu.<\/span><\/p>\n

      7. solis: n\u0101kamie pac\u0113lumi<\/span><\/strong><\/span>
      \nKad pirmais pac\u0113lums ir sakompakt\u0113ts un akcept\u0113ts, n\u0101kamos agreg\u0101tu pac\u0113lumus var izvietot, izl\u012bdzin\u0101t un sakompakt\u0113t, izmantojot standarta proced\u016bras, nodro\u0161inot, ka katrs pac\u0113lums nep\u0101rsniedz maksim\u0101lo biezumu, ko paredz\u0113jis veltnis. Pabeidziet seguma vai virsmas sl\u0101\u0146us atbilsto\u0161i gal\u012bgajam projektam.<\/span><\/p>","protected":false},"excerpt":{"rendered":"

      M\u016bsu TX s\u0113rijas triaksial\u0101s \u0123eogr\u012bdas nodro\u0161ina revolucion\u0101ru 360\u00b0 daudzvirzienu slodzes sadal\u012bjumu, izmantojot unik\u0101las tr\u012bsst\u016bra atveres. \u0160\u012b augstv\u0113rt\u012bg\u0101 savienojuma sist\u0113ma stabiliz\u0113 granul\u0113t\u0101s k\u0101rtas, samazinot kop\u0113jo materi\u0101lu pat\u0113ri\u0146u un paildzinot ekspluat\u0101cijas laiku. Pieejamas no TX140 l\u012bdz TX190L ar vien\u012bbas svaru no 195 g l\u012bdz 320 g; t\u0101s sniedz rentablus risin\u0101jumus jebkurai grunts stabiliz\u0101cijas izaicin\u0101jumam.<\/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\/lv\/wp-json\/wp\/v2\/adweb_products\/1479"}],"collection":[{"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/adweb_products"}],"about":[{"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/types\/products"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/media\/1466"}],"wp:attachment":[{"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/media?parent=1479"}],"wp:term":[{"taxonomy":"adweb_product_cat","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/adweb_product_categories?post=1479"},{"taxonomy":"adweb_product_tag","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/lv\/wp-json\/wp\/v2\/adweb_product_tags?post=1479"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}