{"id":1115,"date":"2025-01-22T04:06:52","date_gmt":"2025-01-21T20:06:52","guid":{"rendered":"https:\/\/www.lianyigeosyn.com\/?p=1115"},"modified":"2025-03-06T09:00:53","modified_gmt":"2025-03-06T01:00:53","slug":"lianyis-fiberglass-geogrid-reinforces-the-asphalt-layers-and-prevents-deformation","status":"publish","type":"post","link":"https:\/\/www.lianyigeosyn.com\/cs\/geomrizka-ze-sklenenych-vlaken-lianyis-zpevnuje-asfaltove-vrstvy-a-zabranuje-jejich-deformaci\/","title":{"rendered":"Geom\u0159\u00ed\u017e ze skeln\u00fdch vl\u00e1ken Lianyi pro asfaltovou v\u00fdztu\u017e"},"content":{"rendered":"

Lianyi asfaltov\u00e9 v\u00fdztu\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken geom\u0159\u00ed\u017ee s\u00e9rie<\/strong> zahrnuje t\u0159i specializovan\u00e9 typy, z nich\u017e ka\u017ed\u00fd je navr\u017een tak, aby zlep\u0161il v\u00fdkonnost vozovky a prodlou\u017eil jej\u00ed \u017eivotnost:<\/p>\n

    \n
  1. \n

    Sklolamin\u00e1tov\u00e1 geom\u0159\u00ed\u017eka<\/strong><\/p>\n

      \n
    • S\u00ed\u0165ovina ze skeln\u00fdch vl\u00e1ken s vysokou pevnost\u00ed v tahu<\/li>\n
    • Pota\u017een\u00e9 bitumenem pro lep\u0161\u00ed spojen\u00ed s asfaltem.<\/li>\n
    • Zabra\u0148uje vzniku reflexn\u00edch trhlin a zlep\u0161uje rozlo\u017een\u00ed zat\u00ed\u017een\u00ed<\/li>\n<\/ul>\n<\/li>\n
    • \n

      Kompozit geom\u0159\u00ed\u017ee ze skeln\u00fdch vl\u00e1ken s netkanou textili\u00ed (lepen\u00edm)<\/strong><\/p>\n

        \n
      • Sklovl\u00e1knit\u00e1 geom\u0159\u00ed\u017eka kombinovan\u00e1 s netkanou textili\u00ed pomoc\u00ed lepidla<\/li>\n
      • Zlep\u0161uje hydroizolaci a absorpci nam\u00e1h\u00e1n\u00ed<\/li>\n
      • Zlep\u0161uje zpevn\u011bn\u00ed asfaltu a zabra\u0148uje pronik\u00e1n\u00ed vlhkosti.<\/li>\n<\/ul>\n<\/li>\n
      • \n

        Geom\u0159\u00ed\u017e ze skeln\u00fdch vl\u00e1ken pleten\u00e1 s netkanou textili\u00ed (impregnovan\u00e1 bitumenov\u00fdm povlakem)<\/strong><\/p>\n

          \n
        • Netkan\u00e1 textilie je pleten\u00e9<\/strong> se sklovl\u00e1knitou geom\u0159\u00ed\u017e\u00ed a pln\u011b impregnovan\u00e9 asfaltem.<\/li>\n
        • Zaji\u0161\u0165uje lep\u0161\u00ed p\u0159ilnavost a pru\u017enost<\/li>\n
        • Zvy\u0161uje \u00fanavovou odolnost a zabra\u0148uje p\u0159ed\u010dasn\u00e9mu prask\u00e1n\u00ed.<\/li>\n<\/ul>\n<\/li>\n<\/ol>\n

          Praskliny na povrchu vozovky se mohou objevit z n\u011bkolika d\u016fvod\u016f, kter\u00e9 \u010dasto souvisej\u00ed s faktory prost\u0159ed\u00ed, dopravn\u00edm zat\u00ed\u017een\u00edm a kvalitou stavebn\u00edch materi\u00e1l\u016f a technik. N\u00ed\u017ee jsou uvedeny b\u011b\u017en\u00e9 p\u0159\u00ed\u010diny:<\/p>\n

          1. Dopravn\u00ed zat\u00ed\u017een\u00ed<\/strong><\/h3>\n
            \n
          • T\u011b\u017ek\u00e1 vozidla:<\/strong> Opakovan\u00e9 zat\u00ed\u017een\u00ed t\u011b\u017ek\u00fdmi n\u00e1kladn\u00edmi vozidly nebo stroji m\u016f\u017ee zp\u016fsobit \u00fanavu vozovky, co\u017e vede k jej\u00edmu poprask\u00e1n\u00ed.<\/li>\n
          • P\u0159et\u00ed\u017een\u00ed:<\/strong> Silnice, kter\u00e9 nejsou navr\u017eeny pro nadm\u011brn\u00e9 zat\u00ed\u017een\u00ed, mohou p\u0159i zat\u00ed\u017een\u00ed prasknout.<\/li>\n<\/ul>\n

            2. Zm\u011bny teploty<\/strong><\/h3>\n
              \n
            • Tepeln\u00e1 rozta\u017enost a smr\u0161\u0165ov\u00e1n\u00ed:<\/strong> Kol\u00eds\u00e1n\u00ed teploty zp\u016fsobuje rozp\u00edn\u00e1n\u00ed a smr\u0161\u0165ov\u00e1n\u00ed dla\u017eby. To m\u016f\u017ee \u010dasem v\u00e9st ke vzniku trhlin.<\/li>\n
            • Cykly zmrazov\u00e1n\u00ed a rozmrazov\u00e1n\u00ed:<\/strong> V chladn\u00e9m podneb\u00ed voda pronik\u00e1 do trhlin, zamrz\u00e1 a rozp\u00edn\u00e1 se, \u010d\u00edm\u017e se po\u0161kozen\u00ed je\u0161t\u011b zhor\u0161uje.<\/li>\n<\/ul>\n

              3. \u0160patn\u00e1 konstrukce nebo design<\/strong><\/h3>\n
                \n
              • Nedostate\u010dn\u00e1 z\u00e1kladn\u00ed vrstva:<\/strong> Pokud je podlo\u017e\u00ed nebo podkladov\u00e1 vrstva slab\u00e1, neudr\u017e\u00ed povrch a vzniknou trhliny.<\/li>\n
              • Nespr\u00e1vn\u00e9 zhutn\u011bn\u00ed:<\/strong> \u0160patn\u00e9 zhutn\u011bn\u00ed b\u011bhem v\u00fdstavby m\u016f\u017ee v\u00e9st ke vzniku dutin, nestabilit\u011b a prasklin\u00e1m.<\/li>\n<\/ul>\n

                4. St\u00e1rnut\u00ed a zv\u011btr\u00e1v\u00e1n\u00ed<\/strong><\/h3>\n
                  \n
                • Oxidace asfaltu:<\/strong> P\u016fsoben\u00ed slune\u010dn\u00edho z\u00e1\u0159en\u00ed a vzduchu m\u016f\u017ee zp\u016fsobit k\u0159ehnut\u00ed asfaltov\u00e9ho pojiva, co\u017e vede k jeho prask\u00e1n\u00ed.<\/li>\n
                • D\u00e9\u0161\u0165 a vlhkost:<\/strong> Infiltrace vody oslabuje strukturu vozovky a urychluje tvorbu trhlin.<\/li>\n<\/ul>\n

                  5. Probl\u00e9my s podlo\u017e\u00edm<\/strong><\/h3>\n
                    \n
                  • Vypo\u0159\u00e1d\u00e1n\u00ed:<\/strong> Nerovnom\u011brn\u00e9 sed\u00e1n\u00ed podlo\u017e\u00ed m\u016f\u017ee zp\u016fsobit trhliny v povrchov\u00e9 vrstv\u011b.<\/li>\n
                  • Pohyb p\u016fdy:<\/strong> Expanzivn\u00ed zeminy, kter\u00e9 se p\u0159i zm\u011bn\u00e1ch vlhkosti smr\u0161\u0165uj\u00ed nebo bobtnaj\u00ed, mohou nam\u00e1hat dla\u017ebu.<\/li>\n<\/ul>\n

                    6. Nespr\u00e1vn\u00e1 \u00fadr\u017eba<\/strong><\/h3>\n
                      \n
                    • Opo\u017ed\u011bn\u00e9 opravy:<\/strong> Neopraven\u00e9 mal\u00e9 trhliny se mohou \u010dasem zv\u011bt\u0161ovat a roz\u0161i\u0159ovat.<\/li>\n
                    • Ucpan\u00e1 kanalizace:<\/strong> \u0160patn\u00e9 odvod\u0148ovac\u00ed syst\u00e9my mohou v\u00e9st k hromad\u011bn\u00ed vody a oslaben\u00ed konstrukce.<\/li>\n<\/ul>\n

                      7. Faktory prost\u0159ed\u00ed<\/strong><\/h3>\n
                        \n
                      • Ko\u0159eny strom\u016f:<\/strong> Ko\u0159eny rostouc\u00ed pod dla\u017ebou se mohou tla\u010dit vzh\u016fru a zp\u016fsobovat praskliny.<\/li>\n
                      • P\u0159\u00edrodn\u00ed katastrofy:<\/strong> Zem\u011bt\u0159esen\u00ed, sesuvy p\u016fdy nebo z\u00e1plavy mohou po\u0161kodit konstrukci silnice.<\/li>\n<\/ul>\n
                        \n

                        K minimalizaci vzniku trhlin je nutn\u00e1 spr\u00e1vn\u00e1 konstrukce, kvalitn\u00ed materi\u00e1ly, pravideln\u00e1 \u00fadr\u017eba a \u00fa\u010dinn\u00e1 \u0159e\u0161en\u00ed v\u00fdztu\u017ee, jako je nap\u0159. geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken<\/strong> m\u016f\u017ee v\u00fdrazn\u011b zlep\u0161it v\u00fdkonnost a \u017eivotnost dla\u017eby.<\/p>\n

                        \"V\u00fdhody<\/p>\n

                        Sklolamin\u00e1tov\u00e9 geom\u0159\u00ed\u017ee<\/strong> jsou navr\u017eeny tak, aby poskytovaly v\u00fdjime\u010dn\u00e1 pevnost v tahu p\u0159i velmi n\u00edzk\u00fdch hodnot\u00e1ch deformace.<\/strong>, tak\u017ee jsou ide\u00e1ln\u00ed pro vyztu\u017eov\u00e1n\u00ed asfaltu. Zde se dozv\u00edte, pro\u010d je tato vlastnost tak d\u016fle\u017eit\u00e1 a jak prosp\u00edv\u00e1 stavb\u011b a \u00fadr\u017eb\u011b silnic:<\/p>\n

                        Vysok\u00e1 pevnost v tahu p\u0159i n\u00edzk\u00e9m nam\u00e1h\u00e1n\u00ed<\/strong><\/h3>\n
                          \n
                        1. Pevnost v tahu:<\/strong>\n
                            \n
                          • Geom\u0159\u00ed\u017ee ze skeln\u00fdch vl\u00e1ken maj\u00ed obvykle pevnost v tahu v rozmez\u00ed od 50 kN\/m a\u017e 200 kN\/m<\/strong> nebo vy\u0161\u0161\u00ed, v z\u00e1vislosti na typu v\u00fdrobku.<\/li>\n
                          • Tato vysok\u00e1 pevnost jim umo\u017e\u0148uje \u00fa\u010dinn\u011b odol\u00e1vat nam\u00e1h\u00e1n\u00ed v tahu zp\u016fsoben\u00e9mu dopravn\u00edm zat\u00ed\u017een\u00edm a tepeln\u00fdmi pohyby.<\/li>\n<\/ul>\n<\/li>\n
                          • N\u00edzk\u00e9 nam\u00e1h\u00e1n\u00ed:<\/strong>\n
                              \n
                            • Geom\u0159\u00ed\u017ee ze skeln\u00fdch vl\u00e1ken vykazuj\u00ed minim\u00e1ln\u00ed prodlou\u017een\u00ed, obvykle men\u0161\u00ed ne\u017e. 3%<\/strong>, a to i p\u0159i p\u016fsoben\u00ed velk\u00fdch tahov\u00fdch sil.<\/li>\n
                            • D\u00edky tomu za\u010dnou zpev\u0148ovat asfaltov\u00e9 vrstvy ihned po zat\u00ed\u017een\u00ed, \u010d\u00edm\u017e se zabr\u00e1n\u00ed jejich deformaci od sam\u00e9ho po\u010d\u00e1tku.<\/li>\n<\/ul>\n<\/li>\n<\/ol>\n
                              \n

                              Pro\u010d je u asfaltov\u00e9 v\u00fdztu\u017ee d\u016fle\u017eit\u00e1 n\u00edzk\u00e1 deformace?<\/strong><\/h3>\n
                                \n
                              • Okam\u017eit\u00e1 absorpce stresu:<\/strong> Na rozd\u00edl od materi\u00e1l\u016f s vysokou pr\u016fta\u017enost\u00ed se geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken rychle zapojuj\u00ed, aby rozlo\u017eily zat\u00ed\u017een\u00ed a zabr\u00e1nily vzniku trhlin.<\/li>\n
                              • Zm\u00edrn\u011bn\u00ed trhlin:<\/strong> Jejich n\u00edzk\u00e1 deformace zaji\u0161\u0165uje, \u017ee trhliny ve spodn\u00edch vrstv\u00e1ch jsou zastaveny p\u0159edt\u00edm, ne\u017e se roz\u0161\u00ed\u0159\u00ed na povrch.<\/li>\n
                              • Zv\u00fd\u0161en\u00e1 struktur\u00e1ln\u00ed integrita:<\/strong> D\u00edky tomu, \u017ee poskytuj\u00ed konzistentn\u00ed v\u00fdztu\u017e bez nadm\u011brn\u00e9ho rozta\u017een\u00ed, zachov\u00e1vaj\u00ed konstruk\u010dn\u00ed celistvost vozovky.<\/li>\n<\/ul>\n
                                \n

                                V\u00fdhody vysok\u00e9 pevnosti v tahu p\u0159i n\u00edzk\u00e9m nam\u00e1h\u00e1n\u00ed<\/strong><\/h3>\n
                                  \n
                                1. Zabra\u0148uje vzniku reflexn\u00edch trhlin:<\/strong> Geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken sni\u017euj\u00ed pravd\u011bpodobnost, \u017ee se trhliny z podkladov\u00fdch nebo podkladov\u00fdch vrstev dostanou na povrch.<\/li>\n
                                2. Minimalizuje tvorbu r\u00fdh a deformace:<\/strong> I za hust\u00e9ho provozu si zachov\u00e1vaj\u00ed tvar a pevnost asfaltov\u00e9 vrstvy.<\/li>\n
                                3. Del\u0161\u00ed \u017eivotnost vozovky:<\/strong> Silnice vyztu\u017een\u00e9 geom\u0159\u00ed\u017eemi ze sklen\u011bn\u00fdch vl\u00e1ken jsou odoln\u011bj\u0161\u00ed, co\u017e \u010dasem sni\u017euje n\u00e1klady na \u00fadr\u017ebu.<\/li>\n
                                4. Efektivita n\u00e1klad\u016f:<\/strong> Jejich v\u00fdkonnost minimalizuje pot\u0159ebu \u010dast\u00e9ho p\u0159ekr\u00fdv\u00e1n\u00ed a oprav, co\u017e z nich \u010din\u00ed n\u00e1kladov\u011b efektivn\u00ed \u0159e\u0161en\u00ed.<\/li>\n<\/ol>\n

                                  Geom\u0159\u00ed\u017ee Lianyi ze sklen\u011bn\u00fdch vl\u00e1ken<\/strong> jsou velmi \u00fa\u010dinn\u00e9 p\u0159i zpev\u0148ov\u00e1n\u00ed asfaltov\u00fdch vrstev a zabra\u0148uj\u00ed jejich deformaci. Zde se dozv\u00edte, jak funguj\u00ed a jak\u00e9 v\u00fdhody p\u0159in\u00e1\u0161ej\u00ed:
                                  \nJak geom\u0159\u00ed\u017ee ze skeln\u00fdch vl\u00e1ken zpev\u0148uj\u00ed asfaltov\u00e9 vrstvy<\/strong>
                                  \nVysok\u00e1 pevnost v tahu:<\/strong> Geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken maj\u00ed vynikaj\u00edc\u00ed pevnost v tahu a n\u00edzkou pr\u016fta\u017enost, co\u017e jim umo\u017e\u0148uje absorbovat a rozlo\u017eit nap\u011bt\u00ed nap\u0159\u00ed\u010d asfaltovou vrstvou a zabr\u00e1nit tak lok\u00e1ln\u00ed koncentraci nap\u011bt\u00ed.
                                  \nSn\u00ed\u017een\u00ed reflexn\u00edch trhlin:<\/strong>
                                  \nK reflexn\u00edm trhlin\u00e1m \u010dasto doch\u00e1z\u00ed v d\u016fsledku pohyb\u016f v podlo\u017e\u00ed vozovky, jako je tepeln\u00e1 rozta\u017enost, dopravn\u00ed zat\u00ed\u017een\u00ed nebo nestabilita podlo\u017e\u00ed.
                                  \nGeom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken vytv\u00e1\u0159ej\u00ed uvnit\u0159 asfaltov\u00e9 vrstvy bari\u00e9ru, kter\u00e1 omezuje \u0161\u00ed\u0159en\u00ed trhlin z ni\u017e\u0161\u00edch vrstev na povrch.
                                  \nVylep\u0161en\u00e1 distribuce z\u00e1t\u011b\u017ee:<\/strong>
                                  \nRovnom\u011brn\u011bji rozkl\u00e1daj\u00ed zat\u00ed\u017een\u00ed zp\u016fsoben\u00e9 provozem na vozovku, \u010d\u00edm\u017e sni\u017euj\u00ed riziko vzniku v\u00fdtluk\u016f a jin\u00fdch deformac\u00ed.
                                  \nTo je v\u00fdhodn\u00e9 zejm\u00e9na v oblastech s vysokou dopravn\u00ed z\u00e1t\u011b\u017e\u00ed.
                                  \nVylep\u0161en\u00e9 lepen\u00ed:<\/strong>
                                  \nP\u0159i spr\u00e1vn\u00e9 pokl\u00e1dce s lepic\u00edmi nebo st\u011brkovac\u00edmi vrstvami zvy\u0161uj\u00ed geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken mezivrstvov\u00e9 spojen\u00ed a zaji\u0161\u0165uj\u00ed lep\u0161\u00ed stabilitu asfaltov\u00fdch vrstev.
                                  \nHlavn\u00ed v\u00fdhody geom\u0159\u00ed\u017e\u00ed ze skeln\u00fdch vl\u00e1ken<\/strong>
                                  \nPrevence deformace:<\/strong>
                                  \nGeom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken sni\u017euj\u00ed vyjet\u00e9 koleje a nerovnom\u011brn\u00e9 sed\u00e1n\u00ed a udr\u017euj\u00ed struktur\u00e1ln\u00ed integritu vozovky.
                                  \nProdlou\u017een\u00ed \u017eivotnosti vozovky:<\/strong>
                                  \nSilnice vyztu\u017een\u00e9 geom\u0159\u00ed\u017eemi ze sklen\u011bn\u00fdch vl\u00e1ken vy\u017eaduj\u00ed m\u00e9n\u011b \u010dast\u00e9 opravy, co\u017e v\u00fdrazn\u011b prodlu\u017euje jejich \u017eivotnost.
                                  \nN\u00e1kladov\u011b efektivn\u00ed \u00fadr\u017eba:<\/strong>
                                  \nSn\u00ed\u017een\u00edm pot\u0159eby opakovan\u00fdch oprav a p\u0159ekr\u00fdv\u00e1n\u00ed sni\u017euj\u00ed celkov\u00e9 n\u00e1klady na \u00fadr\u017ebu.
                                  \nP\u0159izp\u016fsobivost:<\/strong>
                                  \nVhodn\u00e9 pro pou\u017eit\u00ed v nov\u00fdch stavb\u00e1ch, p\u0159i rekonstrukc\u00edch a p\u0159ekr\u00fdv\u00e1n\u00ed d\u00e1lnic, leti\u0161tn\u00edch drah, parkovi\u0161\u0165 a dal\u0161\u00edch ploch.
                                  \n\u0160etrn\u00e9 k \u017eivotn\u00edmu prost\u0159ed\u00ed:<\/strong>
                                  \nDel\u0161\u00ed \u017eivotnost silnic znamen\u00e1, \u017ee je t\u0159eba m\u00e9n\u011b prost\u0159edk\u016f na opravy a rekonstrukce, co\u017e sni\u017euje dopad na \u017eivotn\u00ed prost\u0159ed\u00ed.
                                  \nNa adrese Feicheng Lianyi Engineering Plastics Co., Ltd.<\/strong>, specializujeme se na vysoce kvalitn\u00ed geom\u0159\u00ed\u017ee ze sklen\u011bn\u00fdch vl\u00e1ken ur\u010den\u00e9 k \u0159e\u0161en\u00ed t\u011bchto probl\u00e9m\u016f. Na\u0161e v\u00fdrobky dodr\u017euj\u00ed Certifika\u010dn\u00ed normy ISO 9001, CE a IGS<\/strong>, co\u017e zaru\u010duje trvanlivost a v\u00fdkonnost va\u0161ich projekt\u016f.<\/p>","protected":false},"excerpt":{"rendered":"

                                  \u0158ada geom\u0159\u00ed\u017e\u00ed Lianyi pro vyztu\u017een\u00ed asfaltu ze sklen\u011bn\u00fdch vl\u00e1ken zahrnuje t\u0159i specializovan\u00e9 typy, z nich\u017e ka\u017ed\u00fd je navr\u017een tak, aby zlep\u0161il v\u00fdkonnost vozovky a prodlou\u017eil jej\u00ed \u017eivotnost: Sklovl\u00e1knit\u00e1 geom\u0159\u00ed\u017eka S\u00ed\u0165 ze skeln\u00fdch vl\u00e1ken s vysokou pevnost\u00ed v tahu Pota\u017een\u00e1 bitumenem pro lep\u0161\u00ed spojen\u00ed s asfaltem Zabra\u0148uje vzniku reflexn\u00edch trhlin a zlep\u0161uje rozlo\u017een\u00ed zat\u00ed\u017een\u00ed Sklovl\u00e1knit\u00e1 geom\u0159\u00ed\u017eka kombinovan\u00e1 s netkanou textili\u00ed (lepen\u00edm) Sklovl\u00e1knit\u00e1 geom\u0159\u00ed\u017eka kombinovan\u00e1 s netkanou textili\u00ed [...]<\/p>","protected":false},"author":4,"featured_media":1116,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[36],"tags":[],"acf":[],"_links":{"self":[{"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/posts\/1115"}],"collection":[{"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/comments?post=1115"}],"version-history":[{"count":0,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/posts\/1115\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/media\/1116"}],"wp:attachment":[{"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/media?parent=1115"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/categories?post=1115"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.lianyigeosyn.com\/cs\/wp-json\/wp\/v2\/tags?post=1115"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}