{"id":12248,"date":"2026-03-10T08:08:41","date_gmt":"2026-03-10T08:08:41","guid":{"rendered":"https:\/\/leo-consulting.ch\/?page_id=12248"},"modified":"2026-06-15T20:15:14","modified_gmt":"2026-06-15T20:15:14","slug":"underground-parking-lindenbachstrasse","status":"publish","type":"page","link":"https:\/\/leo-consulting.ch\/en\/referenzen\/tiefgarage-lindenbachstrasse\/","title":{"rendered":"Lindenbachstrasse Underground Parking"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"12248\" class=\"elementor elementor-12248\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-384509 elementor-section-height-min-height elementor-section-items-stretch elementor-section-content-space-between wrapper-wide section-normal elementor-section-boxed elementor-section-height-default default\" data-id=\"384509\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-19d47583\" data-id=\"19d47583\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-67f4313 elementor-widget elementor-widget-naylamarquee\" data-id=\"67f4313\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylamarquee.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n    <div class=\"nayla-marquee  left-to-right   cursor-default icon_font\" data-duration=\"10\" data-sepduration=\"10\" >\n\n\n\n        <h1 class=\"\"><a href=\"\/en\/projects\/\" target=\"_blank\" rel=\"noopener noreferrer\">Projects<\/a><\/h1>\n        <div class=\"seperator\"> \n\n            \n            <i aria-hidden=\"true\" class=\"material-icons md-arrow_outward\" data-md-icon=\"arrow_outward\"><\/i>\n            \n\n\n\n        <\/div>\n\n\n\n    <\/div>\n    \n    \t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-7a5ca48c wrapper-wide section-normal elementor-section-boxed elementor-section-height-default elementor-section-height-default default\" data-id=\"7a5ca48c\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-678195cb\" data-id=\"678195cb\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-39f0bc26 elementor-widget elementor-widget-naylatextwrapper\" data-id=\"39f0bc26\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylatextwrapper.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n\n<div class=\"text-wrapper no-margin\">\n\n    <p class=\"has-anim-text linesMask  text-h1 md-title false\" data-stagger=\"0.1\" data-duration=\"1.5\"data-delay=\"0\"data-scrub=\"true\" data-pin=\"false\"> Lindenbachstrasse Underground Parking<\/p>\n\n\n<\/div>\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-2e37650 wrapper-wide section-normal elementor-section-boxed elementor-section-height-default elementor-section-height-default default\" data-id=\"2e37650\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"has-anim fadeIn elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-e5eb86b\" data-duration=\"1\" data-delay=\"0\" data-scrub=\"\" data-pin=\"\" data-out=\"\" data-start=\"1.5\" data-origin=\"top center\" data-id=\"e5eb86b\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8b33b08 elementor-widget elementor-widget-naylasingleimage\" data-id=\"8b33b08\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylasingleimage.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n<div class=\"single-image align-left    no-cursor-interaction\" data-duration=\"0.1\" data-delay=\"\" data-scrub=\"\" data-pin=\"true\" data-block-color=\"\" data-anim-out=\"\" data-image-scale=\"\" >\n\n\n    <img decoding=\"async\" src=\"https:\/\/leo-consulting.ch\/wp-content\/uploads\/Lindenbachstrasse.jpeg\">\n    \n    \n\n<\/div>\n            \n            \n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-d3e38d7\" data-id=\"d3e38d7\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c370f33 elementor-widget elementor-widget-naylatextwrapper\" data-id=\"c370f33\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylatextwrapper.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n\n<div class=\"text-wrapper no-margin\">\n\n    <p class=\"has-anim-text linesMask fade text-p  false\" data-stagger=\"0.1\" data-duration=\"3\"data-delay=\"0\"data-scrub=\"false\" data-pin=\"false\"> LEO Consulting was commissioned to carry out a detailed assessment of the punching shear safety of the slab above the underground parking garage. A previous investigation had recommended a more in-depth evaluation of selected edge and corner columns, as well as one wall end. The scope of the project therefore focused on the analytical assessment of these specific areas.<\/p>\n\n\n<\/div>\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ff2a0bd elementor-widget elementor-widget-naylatextwrapper\" data-id=\"ff2a0bd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylatextwrapper.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n\n<div class=\"text-wrapper no-margin\">\n\n    <p class=\"has-anim-text wordsUp  text-p  false\" data-stagger=\"0.04\" data-duration=\"1.5\"data-delay=\"0\"data-scrub=\"false\" data-pin=\"false\"> The project began with a review of the available drawings and structural documentation. In addition, a site inspection of the underground parking garage was carried out, with particular attention given to the relevant columns and wall sections. The results of previous material investigations were also considered, including concrete core tests used to determine the concrete strength.<\/p>\n\n\n<\/div>\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-06de9be wrapper-wide section-normal elementor-section-boxed elementor-section-height-default elementor-section-height-default default\" data-id=\"06de9be\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"has-anim slideUp elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-26dddee\" data-duration=\"2\" data-delay=\"0\" data-scrub=\"false\" data-pin=\"false\" data-out=\"false\" data-start=\"1.5\" data-origin=\"top center\" data-id=\"26dddee\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e0620b8 elementor-invisible elementor-widget elementor-widget-image\" data-id=\"e0620b8\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_animation&quot;:&quot;fadeIn&quot;}\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" src=\"https:\/\/leo-consulting.ch\/wp-content\/uploads\/elementor\/thumbs\/Bewehrung_Seite_1-scaled-rkamm1nttv4a5w3bg7ivh2cxyw3hccmgz94igshirk.jpg\" title=\"Bewehrung\" alt=\"Bewehrungsplan\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-36e29bd wrapper-wide section-normal elementor-section-boxed elementor-section-height-default elementor-section-height-default default\" data-id=\"36e29bd\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"has-anim fadeIn elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-910937d\" data-duration=\"1\" data-delay=\"0\" data-scrub=\"\" data-pin=\"\" data-out=\"\" data-start=\"1.5\" data-origin=\"top center\" data-id=\"910937d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e1188a8 elementor-widget elementor-widget-naylatextwrapper\" data-id=\"e1188a8\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylatextwrapper.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n\n<div class=\"text-wrapper no-margin\">\n\n    <p class=\"has-anim-text wordsUp  text-p  false\" data-stagger=\"0.04\" data-duration=\"1.5\"data-delay=\"0\"data-scrub=\"false\" data-pin=\"false\"> Based on this information, punching shear verifications were performed for selected edge columns, corner columns and one wall end. Representative column types were assessed directly, and the findings were subsequently transferred to comparable structural elements.<\/p>\n\n\n<\/div>\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-7cfa0a1\" data-id=\"7cfa0a1\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5ba1eb8 elementor-widget elementor-widget-naylatextwrapper\" data-id=\"5ba1eb8\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylatextwrapper.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n\n<div class=\"text-wrapper no-margin\">\n\n    <p class=\"has-anim-text wordsUp  text-p  false\" data-stagger=\"0.04\" data-duration=\"1.5\"data-delay=\"0\"data-scrub=\"false\" data-pin=\"false\"> The project illustrates a common approach to the assessment and targeted re-analysis of existing structures. In many cases, specific details can be investigated when previous assessments indicate that a more detailed evaluation is warranted. In the case of punching shear, the load-bearing capacity often depends on a small number of clearly identifiable locations. A focused detailed assessment can therefore provide clarity quickly and establish a sound basis for possible next steps.<\/p>\n\n\n<\/div>\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<div class=\"elementor-element elementor-element-b0ed97b elementor-widget elementor-widget-spacer\" data-id=\"b0ed97b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b2d1590 elementor-widget elementor-widget-naylabutton\" data-id=\"b2d1590\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"naylabutton.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\n\n<!--  Button -->\n<div class=\"nayla-button outline icon-right  cursor-default\" >\n\n    <span class=\"left-icon\"><i aria-hidden=\"true\" class=\"material-icons md-arrow_outward\" data-md-icon=\"arrow_outward\"><\/i><\/span>\n\n    <a target=\"_self\" href=\"\/en\/projects\/\">All Projects<\/a>\n\n    <span class=\"right-icon\"><i aria-hidden=\"true\" class=\"material-icons md-arrow_outward\" data-md-icon=\"arrow_outward\"><\/i><\/span>\n\n<\/div>\n<!--\/ Button -->\n\n\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Referenzen Tiefgarage Lindenbachstrasse F\u00fcr dieses Objekt wurde LEO Consulting mit einer Detailabkl\u00e4rung zur Durchstanzsicherheit der Decke \u00fcber der Tiefgarage beauftragt. In einer fr\u00fcheren Untersuchung wurde empfohlen, einzelne Rand- und Eckst\u00fctzen [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":11634,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-12248","page","type-page","status-publish","hentry"],"acf":[],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.9 - aioseo.com -->\n\t<meta name=\"description\" content=\"\u00dcberpr\u00fcfung der Durchstanzsicherheit einer Tiefgarage auf Basis bestehender Unterlagen und gezielter Detailanalysen.\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/leo-consulting.ch\/en\/referenzen\/tiefgarage-lindenbachstrasse\/\" \/>\n\t<meta name=\"generator\" 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