{"id":2426,"date":"2018-01-26T21:11:10","date_gmt":"2018-01-26T15:41:10","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=2426"},"modified":"2022-12-13T11:33:24","modified_gmt":"2022-12-13T06:03:24","slug":"checklist-rcc-slab-beams","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/checklist-rcc-slab-beams\/","title":{"rendered":"Checklist for RCC Slab and Beams"},"content":{"rendered":"<h1><strong>Checklist for RCC Slab and Beams<\/strong><\/h1>\n<p>1 Beam bottom&#8217;s line, level &amp; width should be checked.<\/p>\n<p>2 Beam side&#8217;s line, level &amp; plumb should be checked.<\/p>\n<p>3 Beam to beam measurements shall be checked as per architectural drawings.<\/p>\n<p>4 Individual level &amp; diagonall of each slab bay shall be checked.<\/p>\n<p>5 Slab thickness level shall be marked with nails on the peripheral beam&#8217;s outer sides.<\/p>\n<p>6 Slab thickness\u00a0 &amp; beam depths should be checked .<\/p>\n<p>7 Support props for slab &amp; beam bottoms should be in line &amp; plumb. Bamboo bracing should be done at around 4&#8242; ht from floor level. Support props for double staging terraces shall be carefully checked.<\/p>\n<p>8 Line of external \/peripheral beam&#8217;s sides shall be checked &amp; should be cross supported to avoid buldging out of sides.<\/p>\n<p>9 Junctions of columns &amp; beam shall be checked so that they are watertight.<\/p>\n<p>10 Deshuttering oil shall be applied to beam\/slab shuttering.<\/p>\n<p>11 Formwork of stairacse shall be checked for dimensions of tread and riser, level of treads, plumb of risers.<\/p>\n<p>12 Reinforcement shall be checked for beams and slab as per R.C.C drawing<\/p>\n<p>13 Proper cover for bottom \/sides shall be checked for beams.<\/p>\n<p>14 Proper\u00a0 cover shall be checked for slab.<\/p>\n<p>15 Electrical points ,electrical piping (conduits)\/fan hooks shall be checked as per drawing.<\/p>\n<p>16 Reduction of column as per drawing shall be done if any.<\/p>\n<p>17 Proper number of chairs shall be provided for slab.<\/p>\n<p>18\u00a0 Dowels (if any) required to be provided for elevational feaures \/ future extentions.<\/p>\n<p>19 Parapet (Pardi) bars shall be left for balconies\/staircase etc.<\/p>\n<p>20 Ring (stirrups) shall be provided at the free end of each column reinforcement.<\/p>\n<p>21 Gaps between plates \/planks should be filled. Taping should be done at ply joints in care of ply shuttering.24 Approval of architect and R.C.C Consultant shall be taken prior to pouring.<\/p>\n<p>25 Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel\/petrol and plastic sheets etc before start of concreting.<\/p>\n<p>26 Hidden beams \/inverted beams\/cantilever beams should be checked.<\/p>\n<p>27 Check for the sunk if any as per the approved drawings.<\/p>\n<p>28 Packing below support props should be avoided. If not , single wooden plank should be inserted as packing.<\/p>\n<p>29 In case of large slabs , position of concrete joints shall be decided in advance as per approval by RCC consultant.<\/p>\n<p>30 Availibility of raw material for concrete \/RMC per grade of concrete , water , electricity shall be checked in advance before the<\/p>\n<p>start of concreting.<\/p>\n<p>31 Concreting shall be done for the beams first &amp; then slabs. Concreting shall be done for the beams first &amp; then slabs.<\/p>\n<p>32 Compaction of concrete shall be done by vibrators &amp; tamping rods.<\/p>\n<p>33 The top level of the slab shall be finished by mason &amp; no one should be allowed to walk on the fresh finished concrete.<\/p>\n<p>34 Carpenter shall\u00a0 be present below the slab shuttering during concreting to ensure the tightners of the form work.<\/p>\n<p>35 In case of rains , the finished concrete shall be covered with big plastic sheets.<\/p>\n<p>36 Cast 6 cube moulds for testing .<\/p>\n<p>37Curing of slab shall be done with ponding method by making ponds in cement &amp; sand mortar (1:10) of size around 5&#8242; X 5&#8242;. Curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.<\/p>\n<p>38 Deshuttering of the beam outer sides can be done after 24 hours . Deshuttering of the beam inner sides can be done after 48 hours . Deshuttering of the beam bottoms can be done after 14 days for beam lengths upto 3 M or as directed by the consultant.Deshuttering of the slab can be done after 7 days for slabs upto 3 M span or as directed by the consultant.<\/p>\n<p>39 Finishing of honeycomb shall be done with proper care in front of engineer the next day.<\/p>\n<p>40 Hacking of the beam sides, beam bottoms, slab bottoms shall be done within 1 or 2 days from deshuttering.<\/p>\n<p>41 Date of casting and slab no shall be painted on the front side beam.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Checklist for RCC Slab and Beams 1 Beam bottom&#8217;s line, level &amp; width should be checked. 2 Beam side&#8217;s line, level &amp; plumb should be checked. 3 Beam to beam measurements shall be checked as per architectural drawings. 4 Individual level &amp; diagonall of each slab bay shall be checked. 5 Slab thickness level shall &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":2427,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[49],"tags":[362,367],"class_list":["post-2426","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-checklist","tag-beams","tag-rcc-slab"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Checklist for RCC Slab and Beams<\/title>\n<meta name=\"description\" content=\"Checklist for RCC Slab and Beams 1 Beam bottom&#039;s line, level &amp; width should be checked. 2 Beam side&#039;s line, level &amp; plumb should be checked. 3 Beam to beam measurements shall be checked as per architectural drawings. 4 Individual level &amp; diagonall of each slab bay shall be checked. 5 Slab thickness level shall be marke\" \/>\n<meta name=\"robots\" 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