{"id":715,"date":"2022-04-18T16:19:37","date_gmt":"2022-04-18T16:19:37","guid":{"rendered":"https:\/\/www.edilabsrl.com\/steel-structures\/?p=715"},"modified":"2022-05-27T16:19:27","modified_gmt":"2022-05-27T16:19:27","slug":"formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders","status":"publish","type":"post","link":"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/","title":{"rendered":"Formwork for 40 m post-tensioned 10 000 kN HSRW girders"},"content":{"rendered":"

[et_pb_section fb_built=”1″ admin_label=”Hero” _builder_version=”4.17.4″ use_background_color_gradient=”on” background_color_gradient_direction=”135deg” background_color_gradient_stops=”#328fda 0%|#0c71c3 100%” background_color_gradient_start=”#328fda” background_color_gradient_end=”#0c71c3″ background_image=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2019\/02\/geometric-bg-overlay-01.jpg” background_blend=”overlay” custom_margin=”-75px||||false|false” custom_padding=”5%||0px||false|false” animation_direction=”bottom” hover_enabled=”0″ da_disable_devices=”off|off|off” box_shadow_style=”preset4″ box_shadow_horizontal=”0px” box_shadow_vertical=”-80px” box_shadow_color=”#F8FBFE” box_shadow_position=”inner” global_colors_info=”{}” custom_margin_last_edited=”on|tablet” sticky_enabled=”0″ custom_margin_phone=”0px||||false|false” custom_margin_tablet=”0px||||false|false” da_is_popup=”off” da_exit_intent=”off” da_has_close=”on” da_alt_close=”off” da_dark_close=”off” da_not_modal=”on” da_is_singular=”off” da_with_loader=”off” da_has_shadow=”on”][et_pb_row _builder_version=”4.16″ global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.17.4″ text_font=”Nunito Sans||||||||” text_text_color=”#ffffff” text_font_size=”18px” text_line_height=”1.8em” header_font=”Nunito Sans|700|||||||” header_text_align=”center” header_text_color=”#ffffff” header_font_size=”45px” header_line_height=”1.1em” text_orientation=”center” background_layout=”dark” module_alignment=”center” hover_enabled=”0″ global_colors_info=”{}” header_font_size_last_edited=”on|phone” header_font_size_phone=”30px” sticky_enabled=”0″ header_font_size_tablet=”45px”]<\/p>\n

Formwork for 40 m post-tensioned<\/strong><\/h1>\n

10 000 kN HSRW girders.<\/strong><\/h1>\n

<\/h2>\n

Inner articulated mould on spine beam and outer de-moulding shell<\/strong><\/h2>\n

Chikhodra, Gujarat casting site – INDIA<\/h4>\n

[\/et_pb_text][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/IMG-20211013-CASSAFORMA-01-1.jpg” alt=”ALPI Formwork for casting and post-tension” title_text=”ALPI Formwork for casting and post-tension” align=”center” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ border_radii=”on|10px|10px|10px|10px” border_width_all=”1px” border_color_all=”rgba(51,51,51,0.1)” box_shadow_style=”preset1″ box_shadow_vertical=”10px” box_shadow_blur=”30px” box_shadow_color=”rgba(34,56,101,0.09)” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Features CTA Section” _builder_version=”4.16″ background_color=”#f8fbfe” custom_padding=”0px||0px||false|false” da_disable_devices=”off|off|off” saved_tabs=”all” global_colors_info=”{}” da_is_popup=”off” da_exit_intent=”off” da_has_close=”on” da_alt_close=”off” da_dark_close=”off” da_not_modal=”on” da_is_singular=”off” da_with_loader=”off” da_has_shadow=”on”][et_pb_row admin_label=”Right Sided Image” _builder_version=”4.16″ custom_padding=”60px|0px|60px|0px” locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.17.1″ text_font=”Nunito Sans||||||||” text_text_color=”#535b7c” text_font_size=”18px” text_line_height=”1.8em” header_text_align=”left” header_2_font=”Nunito Sans|700|||||||” header_2_text_color=”#535b7c” header_2_font_size=”35px” header_2_line_height=”1.3em” module_alignment=”center” z_index_tablet=”500″ global_colors_info=”{}”]<\/p>\n

The inner mould (core) relies onto a central spine beam and hydraulically packs after girder curing and post tensioning.
The rolled spine beam allows for mould drive out by a rack and sprocket drive.
Outer mould rotates outward about ground hinged supports.
All articulation movements are by hydraulic jacks.<\/p>\n

EDIlab designed:<\/p>\n

    \n
  • drive systems for full operational<\/li>\n
  • structural analysis and capacity proofs of steelworks, articulations mechanics and drives<\/li>\n<\/ul>\n

    [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Center Aligned Text ” _builder_version=”4.16″ background_color=”#f8fbfe” use_background_color_gradient=”on” background_color_gradient_direction=”135deg” background_color_gradient_stops=”#333333 0%|#999999 100%” background_color_gradient_start=”#333333″ background_color_gradient_end=”#999999″ background_image=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2019\/02\/geometric-bg-overlay-01.jpg” background_blend=”overlay” custom_margin=”||0px|” custom_padding=”||9px|||” animation_direction=”bottom” da_disable_devices=”off|off|off” global_colors_info=”{}” da_is_popup=”off” da_exit_intent=”off” da_has_close=”on” da_alt_close=”off” da_dark_close=”off” da_not_modal=”on” da_is_singular=”off” da_with_loader=”off” da_has_shadow=”on”][et_pb_row admin_label=”Tittle” _builder_version=”4.17.1″ locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/image_001.jpg” alt=”Formwork articulations” title_text=”Formwork articulations” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” locked=”off” global_colors_info=”{}”]<\/p>\n

    Formwork mould and de-mould<\/p>\n

    [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”Tittle” _builder_version=”4.17.1″ locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/image_003.jpg” alt=”FE model of inner and outer mould” title_text=”FE model of inner and outer mould” show_in_lightbox=”on” show_bottom_space=”off” align=”center” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ custom_margin=”0px||||false|false” animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” custom_margin=”|||50px|false|false” locked=”off” global_colors_info=”{}”]<\/p>\n

    FEA model of inner and outer mould<\/p>\n

    [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ admin_label=”Tittle” _builder_version=”4.16″ locked=”off” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/outer-mould-dospl-contour.jpg” alt=”outer mould displacements contour” title_text=”outer mould dospl contour” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.4″ custom_margin=”|-33px|||false|false” animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” hover_enabled=”0″ z_index_tablet=”500″ global_colors_info=”{}” max_width=”100%” custom_margin_last_edited=”on|tablet” sticky_enabled=”0″ custom_margin_tablet=”|0px|||false|false” custom_margin_phone=”|0px|||false|false”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” locked=”off” global_colors_info=”{}”]<\/p>\n

    FEA displacements contour<\/p>\n

    [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/Immagine-2022-03-13-110052.png” alt=”inner mould displacements contour” title_text=”inner mould displacements contour” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ admin_label=”Tittle” _builder_version=”4.16″ locked=”off” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/IMG-20211013-WA0005-2.jpg” alt=”Internal formwork” title_text=”Internal formwork” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” locked=”off” global_colors_info=”{}”]<\/p>\n

    Internal formwork on spine beam and drives<\/p>\n

    [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/Immagine-2022-03-13-101546.png” alt=”Internal formwork” title_text=”Internal formwork” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ admin_label=”Tittle” _builder_version=”4.16″ locked=”off” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/IMG-20211013-WA0006-2.jpg” alt=”Reinforcements and strands conduits” title_text=”Reinforcements and strands conduits” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” locked=”off” global_colors_info=”{}”]<\/p>\n

    End of rebar assembly and installation of post-tensioning strands conduits.<\/p>\n

    [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/IMG-20211011-WA0004-2.jpg” alt=”Inside view with rolling supports ” title_text=”Inside view with rolling supports ” show_in_lightbox=”on” show_bottom_space=”off” align_tablet=”center” align_phone=”center” align_last_edited=”on|desktop” _builder_version=”4.17.1″ animation_style=”zoom” animation_direction=”right” animation_intensity_zoom=”5%” z_index_tablet=”500″ global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.17.1″ _module_preset=”default” background_layout=”dark” locked=”off” global_colors_info=”{}”]<\/p>\n

    Inner rollers<\/p>\n

    [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.17.4″ _module_preset=”default” width=”35%” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″ width_last_edited=”on|phone” width_tablet=”80%” width_phone=”80%”][et_pb_column type=”4_4″ _builder_version=”4.17.3″ _module_preset=”default” global_colors_info=”{}”][et_pb_video src=”https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/05\/VID-20211102-WA0001.mp4″ _builder_version=”4.17.3″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_video][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Slider projects” _builder_version=”4.14.8″ _module_preset=”default” custom_margin=”||0px||false|false” custom_padding=”||0px||false|false” da_disable_devices=”off|off|off” global_module=”378″ saved_tabs=”all” global_colors_info=”{}” da_is_popup=”off” da_exit_intent=”off” da_has_close=”on” da_alt_close=”off” da_dark_close=”off” da_not_modal=”on” da_is_singular=”off” da_with_loader=”off” da_has_shadow=”on”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.16″ _module_preset=”default” header_3_text_align=”center” global_colors_info=”{}”]<\/p>\n

    Steel Structures project<\/h3>\n

    [\/et_pb_text][dgbc_blog_carousel type=”3″ include_categories=”1″ show_excerpt=”off” show_categories=”off” show_author=”off” show_date=”off” show_items_xlarge=”5″ show_items_desktop=”4″ show_items_tablet=”3″ show_items_mobile=”2″ overlay=”on” overlay_color=”gcid-e2e0b2b2-9f8e-4312-948d-824e0a61852c” use_overlay_icon=”on” overlay_icon=”=||divi||400″ overlay_icon_color=”#FFFFFF” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_font_size=”14px” header_line_height=”1.3em” custom_css_title=”margin-top: 10px;” global_colors_info=”{%22gcid-e2e0b2b2-9f8e-4312-948d-824e0a61852c%22:%91%22overlay_color%22%93}”][\/dgbc_blog_carousel][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Do you need help? – project” _builder_version=”4.15″ background_color=”#202332″ custom_padding=”20px|0px|20px|0px” da_disable_devices=”off|off|off” box_shadow_style=”preset7″ box_shadow_horizontal=”0px” box_shadow_vertical=”60px” 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    Formwork for 40 m post-tensioned 10 000 kN HSRW girders. Inner articulated mould on spine beam and outer de-moulding shell Chikhodra, Gujarat casting site – INDIAThe inner mould (core) relies onto a central spine beam and hydraulically packs after girder curing and post tensioning.The rolled spine beam allows for mould drive out by a rack […]<\/p>\n","protected":false},"author":2,"featured_media":748,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"categories":[1],"tags":[],"yoast_head":"\nFormwork for 40 m post-tensioned 10 000 kN HSRW girders - Edilab Steel Structures<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Formwork for 40 m post-tensioned 10 000 kN HSRW girders - Edilab Steel Structures\" \/>\n<meta property=\"og:description\" content=\"Formwork for 40 m post-tensioned 10 000 kN HSRW girders. Inner articulated mould on spine beam and outer de-moulding shell Chikhodra, Gujarat casting site - INDIAThe inner mould (core) relies onto a central spine beam and hydraulically packs after girder curing and post tensioning.The rolled spine beam allows for mould drive out by a rack […]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\" \/>\n<meta property=\"og:site_name\" content=\"Edilab Steel Structures\" \/>\n<meta property=\"article:published_time\" content=\"2022-04-18T16:19:37+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2022-05-27T16:19:27+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.edilabsrl.com\/steel-structures\/wp-content\/uploads\/sites\/3\/2022\/04\/IMG-20211013-WA0005-2.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1039\" \/>\n\t<meta property=\"og:image:height\" content=\"740\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"sabrina\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"sabrina\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"13 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\"},\"author\":{\"name\":\"sabrina\",\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/#\/schema\/person\/42534a84b98b21fa65251b3ee141c1dc\"},\"headline\":\"Formwork for 40 m post-tensioned 10 000 kN HSRW girders\",\"datePublished\":\"2022-04-18T16:19:37+00:00\",\"dateModified\":\"2022-05-27T16:19:27+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\"},\"wordCount\":2649,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/#organization\"},\"articleSection\":[\"Projects\"],\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\",\"url\":\"https:\/\/www.edilabsrl.com\/steel-structures\/projects\/formwork-for-40-m-post-tensioned-10-000-kn-hsrw-girders\/\",\"name\":\"Formwork for 40 m post-tensioned 10 000 kN HSRW girders - 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