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[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ use_custom_gutter=”on” gutter_width=”1″ make_equal=”on” _builder_version=”4.19.0″ _module_preset=”default” custom_padding=”0px||0px||true|false” hover_enabled=”0″ box_shadow_style=”preset4″ box_shadow_horizontal=”-30vw” box_shadow_vertical=”0px” box_shadow_color=”#F6F6F6″ global_colors_info=”{}” sticky_enabled=”0″][et_pb_column type=”1_2″ _builder_version=”4.19.0″ _module_preset=”default” background_color=”#F6F6F6″ custom_padding=”100px|40px|100px|40px|true|true” custom_padding_tablet=”40px|30px|40px|0px|true|false” custom_padding_phone=”|20px|||true|false” custom_padding_last_edited=”on|tablet” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”default” text_text_color=”#3C3C3A” header_2_text_color=”#692D34″ text_orientation=”center” background_layout=”dark” custom_margin=”||10px||false|false” text_font_size_tablet=”” text_font_size_phone=”12px” text_font_size_last_edited=”on|desktop” header_2_font_size_tablet=”30px” header_2_font_size_phone=”18px” header_2_font_size_last_edited=”on|phone” header_2_line_height_tablet=”1.3em” header_2_line_height_phone=”1.4em” header_2_line_height_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n
Italy, 2005 – 2006
Client: Cementi Rossi S.p.A., TAI S.r.l.<\/p>\n
[\/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=”4.20.2″ _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=”||0px|||” text_font_size_tablet=”14px” text_font_size_phone=”13px” text_font_size_last_edited=”off|desktop” locked=”off” global_colors_info=”{}”]The assignment, undertaken on behalf of the company Cementi Rossi S.p.A. as a result of the analyses performed by the company TAI S.r.l., concerned the seismic evaluation and the consequent design of seismic improvements of the Cycle Tower, a 73 m high structure located within the cement production plant. The plant has been located in the Trevisian brand since 1953 and occupies a vast area of more than 120,000 square meters.<\/p>\n
Given the peculiarities of the assignment, the project envisaged reinforcement through the use of high-strength carbon fibers EB-FRP (Fiber Reinforced Polymers, fiber-reinforced materials composed of fibers of various kinds impregnated in an organic resin).[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.20.2″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/05\/Prova1-e1685371170896.png” sticky_enabled=”0″][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Call to Action” _builder_version=”4.20.2″ _module_preset=”default” background_image=”https:\/\/asdea.eu\/engineering\/wp-content\/uploads\/sites\/4\/2023\/05\/pederobba.jpg” parallax=”on” custom_padding=”8vw||8vw||true|false” top_divider_style=”arrow” top_divider_color=”#F6F6F6″ bottom_divider_style=”arrow” bottom_divider_color=”#ffffff” locked=”off” global_colors_info=”{}”][et_pb_row custom_padding_last_edited=”on|phone” _builder_version=”4.20.2″ _module_preset=”default” background_color=”#692D34″ z_index=”10″ max_width=”670px” module_alignment=”center” custom_margin=”|||||false” custom_padding=”80px|80px|80px|80px|true|true” custom_padding_tablet=”30px|30px|30px|30px|true|true” custom_padding_phone=”|20px||20px|true|true” hover_enabled=”0″ box_shadow_style=”preset2″ box_shadow_color=”rgba(0,0,0,0.72)” locked=”off” global_colors_info=”{}” sticky_enabled=”0″][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.20.2″ _module_preset=”7d4a8cbc-5ddd-46c9-be95-23498c921cdd” text_font=”|300|||||||” text_text_color=”#F6F6F6″ header_2_font=”Trirong|500|||||||” header_2_text_color=”#FFFFFF” header_2_line_height=”1.3em” header_2_font_size_tablet=”30px” header_2_font_size_phone=”18px” header_2_font_size_last_edited=”on|phone” header_2_line_height_tablet=”1.3em” header_2_line_height_phone=”1.4em” header_2_line_height_last_edited=”off|desktop” locked=”off” global_colors_info=”{}”]Due to the high operating temperature of the structure (85 \u00b0 C), an epoxy resin tailored for this application was developed and tested. This project is one of the first applications worldwide of a resin of this type.[\/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” locked=”off” global_colors_info=”{}”][et_pb_row _builder_version=”4.20.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.20.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_button button_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9wYWdlIiwic2V0dGluZ3MiOnsicG9zdF9pZCI6IjE0MzMifX0=@” button_text=”More Projects” 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":"
Cyclone TowersPederobba Italy, 2005 – 2006Client: Cementi Rossi S.p.A., TAI S.r.l.The assignment, undertaken on behalf of the company Cementi Rossi S.p.A. as a result of the analyses performed by the company TAI S.r.l., concerned the seismic evaluation and the consequent design of seismic improvements of the Cycle Tower, a 73 m high structure located within […]<\/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":[139,169],"project_tag":[],"class_list":["post-1509","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-industry","project_category-research-en"],"_links":{"self":[{"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1509","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=1509"}],"version-history":[{"count":5,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1509\/revisions"}],"predecessor-version":[{"id":2449,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project\/1509\/revisions\/2449"}],"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=1509"}],"wp:term":[{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_category?post=1509"},{"taxonomy":"project_tag","embeddable":true,"href":"https:\/\/asdea.eu\/engineering\/wp-json\/wp\/v2\/project_tag?post=1509"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}