{"id":1915,"date":"2017-08-05T16:23:51","date_gmt":"2017-08-05T10:53:51","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=1915"},"modified":"2022-12-13T11:33:48","modified_gmt":"2022-12-13T06:03:48","slug":"checklist-shuttering-placing-reinforcement","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/checklist-shuttering-placing-reinforcement\/","title":{"rendered":"Checklist For Shuttering Before Placing Reinforcement"},"content":{"rendered":"<p><strong>Checklist For Shuttering Before Placing Reinforcement<\/strong><\/p>\n<table>\n<tbody>\n<tr>\n<td>FORM\/FORMAT<\/td>\n<td>Checklist no.<\/td>\n<\/tr>\n<tr>\n<td>Title: Checklist For Shuttering Before Placing Reinforcement.<\/td>\n<td>Rev. , dated<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><strong>Building Location Date.<\/strong><\/p>\n<p><strong>Grade of concrete= M Grade of steel =<\/strong><\/p>\n<table>\n<tbody>\n<tr>\n<td><strong>Sr. No.<\/strong><\/td>\n<td><strong>Activity<\/strong><\/td>\n<td><strong>Acceptance Criteria<\/strong><\/td>\n<td><strong>Observation<\/strong><\/td>\n<\/tr>\n<tr>\n<td>1<\/td>\n<td>Architectural details<\/td>\n<td>As per Drg. No.:_______,<\/p>\n<p>Rev. No.:________<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>2<\/td>\n<td>Column Dimensions (Width and Thickness.)<\/td>\n<td>As per Drg. No.:_______,<\/p>\n<p>Rev. No.:________<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>3<\/td>\n<td>Column Reductions<\/td>\n<td>As per Drg. No.:_______,<\/p>\n<p>Rev. No.:________<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>4<\/td>\n<td>Beam Bottoms (width and Th.)<\/td>\n<td>a) Width = Dimension +5mm<\/p>\n<p>b) Thickness=Dimension +\/-3 mm<\/p>\n<p>c) Depth = Dimension+5mm<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>5<\/td>\n<td>Slab Panel diagonals, linear dimensions.<\/td>\n<td>Shall be As per drawing no______. With a tolerance of + 5 mm.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>6<\/td>\n<td>Verticality with previous lower Panel<\/td>\n<td>Shall be in Plumb With a tolerance of + 5mm<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>7<\/td>\n<td>Levels of Beam Bottom and Slab Panels.<\/td>\n<td>Shall be As per drawing no______. With a tolerance of + 5 mm.(No Camber to be provided unless specified by RCC consultant)<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>8<\/td>\n<td>Lift Pardi diagonal and verticality<\/td>\n<td>Shall be in vertical plumb with a tolerance of + 5mm, Diagonal with tolerance + 5mm.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>9<\/td>\n<td>Chipping of Column Junctions<\/td>\n<td>Laitance removed &amp; coarse aggregate top is exposed compulsorily.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>10<\/td>\n<td>Shuttering Plates.<\/td>\n<td>Plate Thickness shall be of min. 14 gauges, &amp; must be free from Rust &amp; Structural Defect.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>11<\/td>\n<td>Beam\/Slab Shuttering<\/td>\n<td><\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td><\/td>\n<td>a) Gaps between joints of shuttering material<\/td>\n<td>Shall be filled with ribs &amp; masking tape of 3\u201d width for horizontal slab shuttering only. Masking tape shall not be used for vertical sides.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td><\/td>\n<td>b) Wailing<\/td>\n<td>4\u201dx1 \u00bc\u201d Patti to be used as wailing. For 500mm and 600mm depth beam Internal side = 2 nos., External side = 3 nos. For 700mm &amp; 750mm Internal side = 3<\/p>\n<p>nos., External side = 3 nos. For sides more than depth 750mm follows approved shuttering design.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td><\/td>\n<td>c) Studs<\/td>\n<td>For 500mm depth beam Internal side = 4\u201dx1 \u00bc\u201d Patti at 1\u20197\u201d c\/c., External side = 4\u201dx1 \u00bc\u201d Patti at 1\u20197\u201d c\/c. For 600 &amp; 700mm Internal side = 4\u201dx1 \u00bc\u201d Patti at 1\u20193\u201d c\/c.., External side = 3\u201d x 3\u201d chaavi at 1\u20193\u201d c\/c.For sides more than depth 700mm follow approved shuttering design.<\/td>\n<td><\/td>\n<\/tr>\n<tr>\n<td>12<\/td>\n<td>Sunk Portions<\/td>\n<td>As per RCC Drg. No.:_______,<\/p>\n<p>Rev. No.:________<\/td>\n<td><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><strong>Note : All dwg numbers , to be referred should be filled in , before the Checklist is referred to , at<\/strong><\/p>\n<p><strong>location , for Acceptance Criteria , by the Senior Engineer\/Sector Engineer .<\/strong><\/p>\n<p><strong>FOREMAN: _________________________<\/strong><\/p>\n<p><strong>JR.ENGR\/SITE ENGINEER: _______________<\/strong><\/p>\n<p><strong>SENIOR\/SECTOR ENGINEER: ______________<\/strong><\/p>\n<p><strong>NB: Checklist, to be completed in all respects and signed with date by all concerned, as designated<\/strong><\/p>\n<p><strong>above.<\/strong><\/p>\n<p>&nbsp;<\/p>\n<h2 style=\"text-align: center;\"><a href=\"https:\/\/drive.google.com\/open?id=0B_4PdKkYoZMWb3ZaMmpOQ1RIcGc\"><span style=\"color: #ff0000;\">Click Here to Download<\/span><\/a><\/h2>\n","protected":false},"excerpt":{"rendered":"<p>Checklist For Shuttering Before Placing Reinforcement FORM\/FORMAT Checklist no. Title: Checklist For Shuttering Before Placing Reinforcement. Rev. , dated Building Location Date. Grade of concrete= M Grade of steel = Sr. No. Activity Acceptance Criteria Observation 1 Architectural details As per Drg. No.:_______, Rev. No.:________ 2 Column Dimensions (Width and Thickness.) As per Drg. No.:_______, &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":1916,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[49],"tags":[65,122],"class_list":["post-1915","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-checklist","tag-reinforcement","tag-shuttering"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Checklist For Shuttering Before Placing Reinforcement<\/title>\n<meta name=\"description\" content=\"Checklist For Shuttering Before Placing Reinforcement FORM\/FORMAT Checklist no. 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