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Italia, 2005 – 2006
\nCliente: Cementi Rossi S.p.A., TAI S.r.l.[\/et_pb_text][et_pb_divider color=”#801624″ divider_weight=”3px” _builder_version=”4.19.0″ _module_preset=”default” width=”120px” module_alignment=”center” custom_padding=”40px||40px||true|false” global_colors_info=”{}”][\/et_pb_divider][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” text_font=”|300|||||||” text_text_color=”#3C3C3A” text_line_height=”2.2em” text_orientation=”justified” background_layout=”dark” custom_margin=”||30px||false|false” custom_padding=”||2px|||” text_font_size_tablet=”14px” text_font_size_phone=”13px” text_font_size_last_edited=”off|desktop” locked=”off” global_colors_info=”{}”]<\/p>\n
L\u2019incarico, svolto per la societ\u00e0 Cementi Rossi S.p.A. in seguito alle analisi eseguite dalla societ\u00e0 TAI S.r.l., \u00e8 inerente alla valutazione sismica e alla conseguente progettazione di miglioramento sismico di Torre Cicloni, struttura alta 73 m collocata all\u2019interno dell\u2019impianto di produzione cementizia, il cui stabilimento \u00e8 sito nella marca Trevigiana dal 1953 e occupa una vasta superficie di oltre 120.000 mq.<\/p>\n
Date le peculiarit\u00e0 dell\u2019incarico, il progetto ha previsto il rinforzo mediante l\u2019utilizzo di fibre di carbonio ad elevata resistenza alle alte temperature EB-FRP (Fiber Reinforced Polymers, materiali fibrorinforzati composti da fibre di varia natura impregnate in una resina organica).<\/p>\n
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Per perseguire e garantire un adeguato livello di sicurezza sia da un punto di vista strutturale che di resistenza alle elevate temperature di esercizio della struttura (85 \u00b0C), \u00e8 stata sviluppata e testata una resina epossidica su misura per l\u2019applicazione. Questa \u00e8 stata una delle prime applicazioni al mondo con una resina di tale tipo.<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Gallery” _builder_version=”4.19.0″ _module_preset=”default” background_enable_color=”off” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/02\/engineering-firm-52.png” background_size=”initial” background_position=”bottom_center” custom_margin=”||||false|false” custom_padding=”||||false|false” bottom_divider_style=”arrow2″ bottom_divider_color=”#3C3C3A” global_colors_info=”{}”][et_pb_row _builder_version=”4.20.2″ _module_preset=”default” global_colors_info=”{}” locked=”off”][et_pb_column type=”4_4″ _builder_version=”4.20.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_button button_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9wYWdlIiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjYzIn19@” button_text=”Pi\u00f9 Progetti” button_alignment=”center” _builder_version=”4.20.2″ _dynamic_attributes=”button_url” _module_preset=”default” global_colors_info=”{}”][\/et_pb_button][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"
Torre CicloniPederobba Italia, 2005 – 2006 Cliente: Cementi Rossi S.p.A., TAI S.r.l.L\u2019incarico, svolto per la societ\u00e0 Cementi Rossi S.p.A. in seguito alle analisi eseguite dalla societ\u00e0 TAI S.r.l., \u00e8 inerente alla valutazione sismica e alla conseguente progettazione di miglioramento sismico di Torre Cicloni, struttura alta 73 m collocata all\u2019interno dell\u2019impianto di produzione cementizia, il cui […]<\/p>\n","protected":false},"author":1,"featured_media":1172,"comment_status":"open","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"project_category":[31,46],"project_tag":[],"class_list":["post-1169","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-industria-it","project_category-ricerca-it"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1169","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/types\/project"}],"author":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/comments?post=1169"}],"version-history":[{"count":5,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1169\/revisions"}],"predecessor-version":[{"id":2123,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1169\/revisions\/2123"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media\/1172"}],"wp:attachment":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/media?parent=1169"}],"wp:term":[{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_category?post=1169"},{"taxonomy":"project_tag","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_tag?post=1169"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}