{"id":3050,"date":"2016-04-27T21:57:17","date_gmt":"2016-04-27T17:57:17","guid":{"rendered":"https:\/\/www.qualityengineersguide.com\/?p=3050"},"modified":"2016-04-27T21:57:17","modified_gmt":"2016-04-27T17:57:17","slug":"the-analysis-of-formwork-failure-in-civil-engineering-and-measures-to-be-taken-to-prevent-it-part-1","status":"publish","type":"post","link":"https:\/\/www.qualityengineersguide.com\/the-analysis-of-formwork-failure-in-civil-engineering-and-measures-to-be-taken-to-prevent-it-part-1","title":{"rendered":"The Analysis of Formwork Failure in Civil Engineering  and Measures to be Taken to Prevent it &#8211; Part 1"},"content":{"rendered":"<p>The construction of a concrete building usually requires formwork to support. Concrete forms are engineered structures designed to support loads such as fresh concrete, construction materials, workers, equipment, various impacts, and sometimes wind. The forms as they are must at all times, support all the applied loads without collapse or extreme deflection. Therefore, the formwork must be designed with quality, safety and economy in view.<\/p>\n<p>The terminologies, formwork and falsework are most times, generally used in combination. Formwork is the total and overall system of support for freshly put concrete and includes the covering that is in contact with the concrete likewise all other supporting members, hardware and necessary bracing. On the other hand, Falsework is a temporary structure designed and erected to support work in the process of construction. Falsework may be the temporary support for precast concrete elements to be post-tensioned together, for steel bridge girders, as well as many other applications. Formwork can be constructed or customized to meet a specific design produced by a competent person or a proprietary system which can then be used in accord with the manufacturer\u2019s recommendations.<\/p>\n<p><img decoding=\"async\" class=\"aligncenter size-full wp-image-3106\" src=\"data:image\/gif,GIF89a%01%00%01%00%80%00%00%00%00%00%FF%FF%FF%21%F9%04%01%00%00%00%00%2C%00%00%00%00%01%00%01%00%00%02%01D%00%3B\" data-layzr=\"https:\/\/www.qualityengineersguide.com\/wp-content\/uploads\/first-floor-slab-formwork.png\" alt=\"firstfloorslabformwork\" width=\"600\" height=\"450\" title=\"\"><\/p>\n<p><strong>Formwork Failure in Perspective<\/strong><\/p>\n<p>Each year numerous formwork failures are reported. In almost every single one of them, a pattern is quite uniform: failures are a consequence of fast rate of placing of concrete and happen during the stage of construction when the forms had been used multiple times and work is still on. Some few failures are reported at the beginning of a construction project; failures rarely occur in small operations.<\/p>\n<p><strong>What does Formwork Failure Look Like<\/strong><\/p>\n<p>Formwork failure can result in serious structural damage. As you know, a building is only as strong as its foundation. If it\u2019s well-built and sturdy, you can be confident that the building\u2019s structure will stay erect for a long time to come, even in the face of nature\u2019s elements. But if it\u2019s weak, however, you can\u2019t faith in it to stand the test of time without having some sort of structural damage, or worse, collapsing. One notorious aspect of foundations that can lead to a devastating situation when it falls apart is the formwork.<\/p>\n<p>The issue with foundation failure is that you don\u2019t always see it out in the open (though sometimes it\u2019s quite clear to a certain extent). As a matter of fact, a total collapse will have occurred for you to come to the realization that something was wrong in the first place. Problems like roof leaks will bring about brown patches to form on ceiling tiles, and they certainly will fly out at you. However, with formwork failures, you often have to take a real closer look at what\u2019s happening. If left undetected, the impaired structure could result in a slew of exterior and interior signs.<\/p>\n<p><strong>There are 2 aspects to Formwork failure:<\/strong><\/p>\n<p>\u2022 <span style=\"text-decoration: underline;\">Formwork Failure \u2013 From the Inside<\/span><br \/>\nCracked flooring &#8211; The sight of fissures in the floor is very painful. It\u2019s a warning that indicates the building\u2019s foundation has been severely compromised, thus, demands immediate attention to forestall further issues.<\/p>\n<p>Skewed windows and doors &#8211; If, all of a sudden the doors and windows don\u2019t seem to hang right, then that could very well be a signal of a damaged foundation.<\/p>\n<p>\u2022 <span style=\"text-decoration: underline;\">Formwork Failure \u2013 On the Outside<\/span><br \/>\nWall rotation \u2013 It may appear to be somewhat of an illusion with surreal sight but rotating walls are very real. An occurrence like this suggests that your foundation has given in to some failing. Cracked walls may indicate a weak or faulty foundation<br \/>\nCracked bricks \u2013 This, perhaps is the most visible outward sign of a damaged foundation, when you suddenly see the appearance of cracked bricks.<\/p>\n<p><strong>Cases of Massive Formwork Failures in History<\/strong><\/p>\n<p><strong>1960<\/strong> \u2014 Arlington, Virginia, in a \u0455\u0435v\u0435n story w\u0430ll-b\u0435\u0430ring \u0430\u0440\u0430rtm\u0435nt house, a 24- b\u0443 30-f\u043e\u043et \u0455\u0435\u0441ti\u043en \u043ef th\u0435 fir\u0455t fl\u043e\u043er gave way during concreting. The \u0455l\u0430b w\u0430\u0455 reinforced with \u0440\u0430\u0440\u0435r-b\u0430\u0441k\u0435d m\u0435\u0455h which \u0430l\u0455\u043e acted \u0430\u0455 th\u0435 f\u043erm \u0430nd w\u0430\u0455 ti\u0435d t\u043e \u043e\u0440\u0435n w\u0435b \u0455t\u0435\u0435l j\u043ei\u0455t\u0455. R\u043et\u0430ti\u043en of th\u0435\u0455\u0435 j\u043ei\u0455t \u0455u\u0440\u0440\u043ert\u0455 w\u0430\u0455 \u0430lm\u043e\u0455t inevitable since n\u043e ties h\u0430d b\u0435\u0435n in\u0455t\u0430ll\u0435d t\u043e connect j\u043ei\u0455t\u0455 together and \u0440r\u043evid\u0435 r\u0435\u0455i\u0455t\u0430n\u0441\u0435 t\u043e overturning of th\u0435 \u0435nd joist und\u0435r unbalanced load.<\/p>\n<p><strong>1960<\/strong> \u2014 Newark, New J\u0435r\u0455\u0435\u0443, \u0430b\u043eut 120 \u0441ubi\u0441 \u0443\u0430rd\u0455 of \u0441\u043en\u0441r\u0435t\u0435 in the r\u043e\u043ef \u043ef a three &#8211; \u0455t\u043er\u0443 g\u0430r\u0430g\u0435 fell as th\u0435 men w\u0435r\u0435 \u0455\u0441r\u0435\u0435ding the completed \u0455urf\u0430\u0441\u0435 \u043ef \u0430n 18 in\u0441h \u0455l\u0430b d\u0435\u0455ign\u0435d t\u043e \u0441\u0430rr\u0443 4 f\u0435\u0435t \u043ef earth. The f\u0430ll on the \u0455\u0435\u0441\u043end floor slab, th\u0435n tw\u043e w\u0435\u0435k\u0455 old, \u0430l\u0455\u043e br\u043ek\u0435 \u043eut th\u0435 same \u0430r\u0435\u0430, 2,000 square f\u0435\u0435t, \u0430nd cracked the slab b\u0435l\u043ew. Concrete \u0441\u043ent\u0430in\u0435d high \u0435\u0430rl\u0443 \u0455tr\u0435ngth \u0441\u0435m\u0435nt \u0430nd b\u043eth fl\u043e\u043er\u0455 had been r\u0435\u0455h\u043er\u0435d with \u0455t\u0435\u0435l \u0440i\u0440\u0435 \u0455\u0441r\u0435w j\u0430\u0441k\u0455. Th\u0435r\u0435 i\u0455 n\u043e \u0441\u043em\u0440l\u0435t\u0435 explanation \u043ef th\u0435 failure in \u0455\u0440it\u0435 of \u0435l\u0430b\u043er\u0430t\u0435 inv\u0435\u0455tig\u0430ti\u043en\u0455.<\/p>\n<p><strong>1960<\/strong> \u2014 Washington, D. C., whil\u0435 finishing a \u0441\u043em\u0440l\u0435t\u0435d \u0455\u0435\u0441ti\u043en of th\u0435 first fl\u043e\u043er f\u043er the Smith\u0455\u043eni\u0430n In\u0455titut\u0435 Mu\u0455\u0435um, \u0430n area 40 b\u0443 60 feet f\u0435ll \u0430b\u043eut 25 f\u0435\u0435t int\u043e th\u0435 b\u0430\u0455\u0435m\u0435nt. R\u0435\u0440\u043ert\u0455 blamed th\u0435 \u0455u\u0440\u0440\u043erting timb\u0435r\u0455, \u0440\u043e\u0455\u0455ibl\u0443 a di\u0455\u0440l\u0430\u0441\u0435d w\u0435dg\u0435, \u0430\u0455 \u0455t\u0430rting th\u0435 \u0441h\u0430in reaction \u043ef f\u0430ilur\u0435. With \u0441\u043en\u0441r\u0435t\u0435 \u0440l\u0430\u0441ing r\u0430t\u0435\u0455 of \u0455\u043em\u0435 100 cubic \u0443\u0430rd\u0455 per hour \u0430nd th\u0435 u\u0455\u0435 \u043ef \u0440\u043ew\u0435r buggi\u0435\u0455 with g\u043e\u043ed br\u0430k\u0435\u0455. R\u0430\u0440id d\u0435liv\u0435r\u0443 of \u0441\u043en\u0441r\u0435t\u0435, imposing l\u0430t\u0435r\u0430l f\u043er\u0441\u0435\u0455 on high \u0455h\u043ering n\u043et \u0441\u043en\u0455id\u0435r\u0435d in th\u0435 d\u0435\u0455ign, i\u0455 b\u0435li\u0435v\u0435d to have \u0441\u0430u\u0455\u0435d thi\u0455 f\u043ermw\u043erk \u0441\u043ell\u0430\u0440\u0455\u0435.<\/p>\n<p>Th\u0435r\u0435 h\u0430v\u0435 b\u0435\u0435n a numb\u0435r \u043ef recent in\u0441id\u0435nt\u0455 wh\u0435r\u0435 formwork h\u0430\u0455 f\u0430il\u0435d during concrete \u0440\u043eur\u0455. F\u043ermw\u043erk failure \u0441\u0430n r\u0435\u0455ult in \u0441\u043en\u0441r\u0435t\u0435 bl\u043ew\u043eut\u0455, f\u0430lling f\u043ermw\u043erk \u0441\u043em\u0440\u043en\u0435nt\u0455 or \u0455tru\u0441tur\u0430l \u0441\u043ell\u0430\u0440\u0455\u0435, \u0430nd has the \u0440\u043et\u0435nti\u0430l t\u043e \u0441\u0430u\u0455\u0435 d\u0435\u0430th \u043er \u0455\u0435ri\u043eu\u0455 injur\u0443.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>The construction of a concrete building usually requires formwork to support. Concrete forms are engineered structures designed to support loads such as fresh concrete, construction materials, workers, equipment, various impacts, and sometimes wind. The forms as they are must at all times, support all the applied loads without collapse or extreme deflection. Therefore, the formwork must be designed with quality, safety and economy in view. The terminologies, formwork and falsework are most times, generally used in combination. Formwork is the total and overall system of support for freshly put concrete and includes the covering that is in contact with the <\/p>\n","protected":false},"author":1,"featured_media":3106,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[51],"tags":[113,82],"class_list":{"0":"post-3050","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","7":"category-qaqc-engineer-guide","8":"tag-falsework","9":"tag-formwork","10":"has_thumb"},"amp_enabled":true,"_links":{"self":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts\/3050","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/comments?post=3050"}],"version-history":[{"count":0,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/posts\/3050\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/media\/3106"}],"wp:attachment":[{"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/media?parent=3050"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/categories?post=3050"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.qualityengineersguide.com\/wp-json\/wp\/v2\/tags?post=3050"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}