{"id":215,"date":"2023-08-15T02:26:21","date_gmt":"2023-08-15T07:56:21","guid":{"rendered":"https:\/\/studiostruct.com\/blog\/?p=215"},"modified":"2023-08-25T00:07:09","modified_gmt":"2023-08-25T05:37:09","slug":"hybrid-slipforming","status":"publish","type":"post","link":"https:\/\/studiostruct.com\/blog\/?p=215","title":{"rendered":"Hybrid Slipforming"},"content":{"rendered":"\n<p>In one of our Bridge sites located in Nandurbar district, the bridge piers were reasonably high as the road level of the bridge had to be above backwaters of Narmada dam. This bridge was almost in no man&#8217;s land as there was no power not even workers were available. it is tribal area bordering Maharashtra, Gujrat and Madhya Pradesh. Constructing the piers with slip form was the only option as the pier height was nearly 35 meters in the river. Bringing in an external core agency would have meant bringing reliance on technical expertise and dependence on high level of technology which may not have been suitable at this location.<\/p>\n\n\n\n<p>So the desire was to design a hybrid system reducing the dependence on technology and making the system local so that unskilled workers could also manage the system. A hybrid system was devised with standard formwork of the pier but with steel frame and timber face. This formwork would travel vertically on a system designed to carry vertical slide of the form with the help of a central puling high diameter screw jack which can be mounted on the platform where workers could stand and operate. <\/p>\n\n\n\n<p>A system was thus designed and fabricated along with the screw in workshop and erected at site. This screw jack could pull around 65 tonnes as single unit.<\/p>\n\n\n\n<figure class=\"wp-block-gallery aligncenter has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-medium\"><img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"222\" data-id=\"258\" src=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/Screenshot-2023-08-15-144417-300x222.jpg\" alt=\"Slipform drg\" class=\"wp-image-258\" srcset=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/Screenshot-2023-08-15-144417-300x222.jpg 300w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/Screenshot-2023-08-15-144417.jpg 698w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-medium\"><img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"300\" data-id=\"247\" src=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20160428-WA0000-edited-1-300x300.jpg\" alt=\"Hybrid form\" class=\"wp-image-247\" srcset=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20160428-WA0000-edited-1-300x300.jpg 300w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20160428-WA0000-edited-1-150x150.jpg 150w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20160428-WA0000-edited-1.jpg 720w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/figure>\n<\/figure>\n\n\n\n<p>All the workers had to do was to rotate the screw sitting on top manually and the entire system would lift. With concrete possible every day. The piers could be done in a cycle of 2 days completing each pier in a month&#8217;s time of 35 meters in a difficult terrain.<\/p>\n\n\n\n<figure class=\"wp-block-gallery aligncenter has-nested-images columns-default is-cropped wp-block-gallery-2 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"576\" height=\"1024\" data-id=\"256\" src=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-576x1024.jpg\" alt=\"\" class=\"wp-image-256\" srcset=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-576x1024.jpg 576w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-169x300.jpg 169w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-768x1365.jpg 768w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-864x1536.jpg 864w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-1152x2048.jpg 1152w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20150819_150226-scaled.jpg 1440w\" sizes=\"auto, (max-width: 576px) 100vw, 576px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"576\" height=\"1024\" data-id=\"243\" src=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-576x1024.jpg\" alt=\"Pier View\" class=\"wp-image-243\" srcset=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-576x1024.jpg 576w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-169x300.jpg 169w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-768x1365.jpg 768w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-864x1536.jpg 864w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-1152x2048.jpg 1152w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG_20160106_140841-scaled.jpg 1440w\" sizes=\"auto, (max-width: 576px) 100vw, 576px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"576\" height=\"1024\" data-id=\"254\" src=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20180116-WA0048-576x1024.jpg\" alt=\"\" class=\"wp-image-254\" srcset=\"https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20180116-WA0048-576x1024.jpg 576w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20180116-WA0048-169x300.jpg 169w, https:\/\/studiostruct.com\/blog\/wp-content\/uploads\/2023\/08\/IMG-20180116-WA0048.jpg 585w\" sizes=\"auto, (max-width: 576px) 100vw, 576px\" \/><\/figure>\n<\/figure>\n","protected":false},"excerpt":{"rendered":"<p>In one of our Bridge sites located in Nandurbar district, the bridge piers were reasonably high as the road level of the bridge had to be above backwaters [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":243,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[6,39,5],"tags":[29,30,28,15],"class_list":["post-215","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-civil-engineering","category-formwork-systems","category-structural-engineering","tag-bridgepier","tag-formwork","tag-hybridslipform","tag-structuralengineering"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v23.8 - 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