{"id":8776,"date":"2024-08-28T13:24:04","date_gmt":"2024-08-28T13:24:04","guid":{"rendered":"https:\/\/www.buildsoft.eu\/reference-projects\/diamant-office\/"},"modified":"2026-07-29T12:39:15","modified_gmt":"2026-07-29T12:39:15","slug":"diamant-office","status":"publish","type":"reference-project","link":"https:\/\/www.buildsoft.eu\/fr\/references\/diamant-office\/","title":{"rendered":"Diamant Office"},"content":{"rendered":"\n<p>L&rsquo;immeuble de bureaux Diamant, pr\u00e8s de la gare de Gand-Saint-Pierre, con\u00e7u par Bontinck Architecture and Engineering pour Global Estate Group, poss\u00e8de une charpente m\u00e9tallique de toiture sign\u00e9e Cobe (r\u00e9alis\u00e9e par Metaalbouw De Wandeler) qui a n\u00e9cessit\u00e9 un mod\u00e8le 3D Diamonds d\u00e9di\u00e9 en raison de sa forme irr\u00e9guli\u00e8re, en plus des mod\u00e8les d&rsquo;analyse d\u00e9j\u00e0 construits pour la structure en b\u00e9ton du b\u00e2timent. En regroupant fermes principales, fermes secondaires, contreventements au vent et autres composants, le mod\u00e8le 3D est rest\u00e9 facile \u00e0 organiser, et la conception finale pour le constructeur m\u00e9tallique est ressortie quasiment inchang\u00e9e par rapport \u00e0 la proposition structurelle de Cobe.<\/p>\n\n<h2 class=\"wp-block-heading\">Le projet<\/h2>\n\n<p>L&rsquo;immeuble de bureaux Diamant, pr\u00e8s de la gare de Gand-Saint-Pierre, est un projet de Bontinck Architecture and Engineering pour Global Estate Group. Le dernier \u00e9tage abrite les installations techniques du b\u00e2timent, et sa charpente de toiture a \u00e9t\u00e9 con\u00e7ue par Cobe (Consultants building &amp; engineering) sous forme de structure m\u00e9tallique (r\u00e9alis\u00e9e par Metaalbouw De Wandeler).<\/p>\n\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"818\" height=\"614\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_geo.jpg\" alt=\"\" class=\"wp-image-4262\" style=\"width:502px;height:auto\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_geo.jpg 818w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_geo-300x225.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_geo-768x576.jpg 768w\" sizes=\"auto, (max-width: 818px) 100vw, 818px\" \/><\/figure>\n\n<h2 class=\"wp-block-heading\">Pourquoi une forme de toiture irr\u00e9guli\u00e8re a rendu un mod\u00e8le 3D obligatoire<\/h2>\n\n<p>\u00ab En plus des mod\u00e8les d&rsquo;analyse pour la structure en b\u00e9ton de l&rsquo;immeuble de bureaux Diamant, nous avons construit un mod\u00e8le d&rsquo;analyse 3D distinct pour la charpente m\u00e9tallique de toiture \u00e0 l&rsquo;aide de Diamonds \u00bb, explique Bruno De Maegd, ing\u00e9nieur de projet chez Cobe. \u00ab Comme nous sommes tr\u00e8s pragmatiques, nous optons toujours pour une approche adapt\u00e9e aux besoins du projet de construction. Cela signifie que nous ne construisons pas n\u00e9cessairement un mod\u00e8le d&rsquo;analyse 3D pour chaque projet auquel nous participons. Cependant, comme la conception de la charpente de toiture du b\u00e2timent Diamant s&rsquo;est r\u00e9v\u00e9l\u00e9e de forme irr\u00e9guli\u00e8re, une analyse structurelle 3D \u00e9tait obligatoire.<\/p>\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-a5331a9e wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"818\" height=\"614\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_uitvoering.jpg\" alt=\"\" class=\"wp-image-4276\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_uitvoering.jpg 818w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_uitvoering-300x225.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_uitvoering-768x576.jpg 768w\" sizes=\"auto, (max-width: 818px) 100vw, 818px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"818\" height=\"614\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_uitvoering.jpg\" alt=\"\" class=\"wp-image-4280\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_uitvoering.jpg 818w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_uitvoering-300x225.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2024\/08\/cbp_cobe_diamant_gent_diamonds_uitvoering-768x576.jpg 768w\" sizes=\"auto, (max-width: 818px) 100vw, 818px\" \/><\/figure>\n<\/div>\n<\/div>\n\n<p class=\"has-text-align-center\"><em><em>Le mod\u00e8le d&rsquo;analyse structurelle 3D Diamonds a permis une conception structurelle \u00e9conomique pour la charpente m\u00e9tallique de toiture du b\u00e2timent Diamant.<\/em>\u00a0<\/em><\/p>\n\n<p>J&rsquo;appr\u00e9cie beaucoup la facilit\u00e9 avec laquelle on peut construire un mod\u00e8le d&rsquo;analyse structurelle 3D avec Diamonds, et la mani\u00e8re dont ce mod\u00e8le peut \u00eatre organis\u00e9 efficacement en regroupant fermes principales, fermes secondaires, contreventements au vent et autres types de composants structurels. De plus, Diamonds permet d&rsquo;obtenir une conception structurelle tr\u00e8s \u00e9conomique. Dans le cas de la charpente de toiture du b\u00e2timent Diamant, notre conception est rest\u00e9e quasiment inchang\u00e9e par le constructeur m\u00e9tallique. \u00bb<\/p>\n\n<h2 class=\"wp-block-heading\" id=\"FAQ\">FAQ<\/h2>\n<div class=\"wp-block-uagb-faq uagb-faq__outer-wrap uagb-block-31692949 uagb-faq-icon-row uagb-faq-layout-accordion uagb-faq-expand-first-true uagb-faq-inactive-other-true uagb-faq__wrap uagb-buttons-layout-wrap uagb-faq-equal-height     \" data-faqtoggle=\"true\" role=\"tablist\"><script type=\"application\/ld+json\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@type\":\"FAQPage\",\"@id\":\"https:\\\/\\\/www.buildsoft.eu\\\/fr\\\/references\\\/diamant-office\\\/\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"Pourquoi une charpente de toiture de forme irr\\u00e9guli\\u00e8re n\\u00e9cessite-t-elle une analyse 3D, alors que de nombreuses charpentes n'en ont pas besoin ?<br>\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Une charpente de toiture r\\u00e9guli\\u00e8re et r\\u00e9p\\u00e9titive se comporte souvent de mani\\u00e8re suffisamment pr\\u00e9visible pour qu'une s\\u00e9rie de v\\u00e9rifications 2D plus simples et standardis\\u00e9es, par ligne de ferme, suffise \\u00e0 capturer la fa\\u00e7on dont elle porte les charges. D\\u00e8s que la g\\u00e9om\\u00e9trie devient irr\\u00e9guli\\u00e8re, cette hypoth\\u00e8se ne tient plus : les forces ne se r\\u00e9partissent pas uniform\\u00e9ment entre des \\u00e9l\\u00e9ments d'apparence similaire, et les cheminements de charge peuvent se d\\u00e9former ou se d\\u00e9placer d'une mani\\u00e8re qu'une id\\u00e9alisation en 2D ne r\\u00e9v\\u00e8le pas. Un mod\\u00e8le 3D complet capture la fa\\u00e7on dont l'ensemble de la structure irr\\u00e9guli\\u00e8re r\\u00e9partit r\\u00e9ellement la charge entre fermes principales, fermes secondaires et contreventements au vent, ce qui le rend n\\u00e9cessaire ici, et pas seulement pratique.\"}}]}<\/script><div class=\"wp-block-uagb-faq-child uagb-faq-child__outer-wrap uagb-faq-item uagb-block-87a05934 \" role=\"tab\" tabindex=\"0\"><div class=\"uagb-faq-questions-button uagb-faq-questions\">\t\t\t<span class=\"uagb-icon uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M432 256c0 17.69-14.33 32.01-32 32.01H256v144c0 17.69-14.33 31.99-32 31.99s-32-14.3-32-31.99v-144H48c-17.67 0-32-14.32-32-32.01s14.33-31.99 32-31.99H192v-144c0-17.69 14.33-32.01 32-32.01s32 14.32 32 32.01v144h144C417.7 224 432 238.3 432 256z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t<span class=\"uagb-icon-active uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M400 288h-352c-17.69 0-32-14.32-32-32.01s14.31-31.99 32-31.99h352c17.69 0 32 14.3 32 31.99S417.7 288 400 288z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t<span class=\"uagb-question\">Pourquoi une charpente de toiture de forme irr\u00e9guli\u00e8re n\u00e9cessite-t-elle une analyse 3D, alors que de nombreuses charpentes n&rsquo;en ont pas besoin ?<br><\/span><\/div><div class=\"uagb-faq-content\"><p>Une charpente de toiture r\u00e9guli\u00e8re et r\u00e9p\u00e9titive se comporte souvent de mani\u00e8re suffisamment pr\u00e9visible pour qu&rsquo;une s\u00e9rie de v\u00e9rifications 2D plus simples et standardis\u00e9es, par ligne de ferme, suffise \u00e0 capturer la fa\u00e7on dont elle porte les charges. D\u00e8s que la g\u00e9om\u00e9trie devient irr\u00e9guli\u00e8re, cette hypoth\u00e8se ne tient plus : les forces ne se r\u00e9partissent pas uniform\u00e9ment entre des \u00e9l\u00e9ments d&rsquo;apparence similaire, et les cheminements de charge peuvent se d\u00e9former ou se d\u00e9placer d&rsquo;une mani\u00e8re qu&rsquo;une id\u00e9alisation en 2D ne r\u00e9v\u00e8le pas. Un mod\u00e8le 3D complet capture la fa\u00e7on dont l&rsquo;ensemble de la structure irr\u00e9guli\u00e8re r\u00e9partit r\u00e9ellement la charge entre fermes principales, fermes secondaires et contreventements au vent, ce qui le rend n\u00e9cessaire ici, et pas seulement pratique.<\/p><\/div><\/div><\/div>","protected":false},"author":1,"template":"","meta":{"_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center 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