{"id":153,"date":"2016-09-10T19:06:36","date_gmt":"2016-09-10T19:06:36","guid":{"rendered":"http:\/\/onlinecivilforum.com\/site\/?p=153"},"modified":"2022-12-13T11:54:38","modified_gmt":"2022-12-13T06:24:38","slug":"important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting\/","title":{"rendered":"IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS &#8211; BACKFILL GROUTING"},"content":{"rendered":"<h2 class=\"post-title entry-title\">IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS &#8211; BACKFILL GROUTING<\/h2>\n<h3>The main objectives of grouting these ducts or sheath pipes in post-tensioned concrete members &nbsp;are :-<\/h3>\n<div><\/div>\n<div>(i) To prevent corrosion of the tendons,<\/div>\n<div>(ii) To ensure efficient transfer of stress between the tendons and the concrete member,<\/div>\n<div>(iii) To improve the serviceability and strength characteristics of the concrete member.<\/div>\n<div><\/div>\n<div>The grouting is a very sensitive and receptive process that needs careful supervision and inspection. Following are some of the points that must be complied while practicing the grouting of the post-tensioned concrete members :-<\/div>\n<div><\/div>\n<div>1. In the <span id=\"IL_AD7\" class=\"IL_AD\">grout<\/span> mix, the quantity of sand or <span id=\"IL_AD5\" class=\"IL_AD\">filler<\/span> material should not be more than 30 percent of the mass of cement.<\/div>\n<div>2. The chloride content in the grout from all sources should not exceed 0.1 percent by mass of the cement.<\/div>\n<div>3. Material of grout should be batched by mass.<\/div>\n<div>4. Optimum water \/ cement ratio is 0.40 without <span id=\"IL_AD2\" class=\"IL_AD\">admixture<\/span> and with admixture can go upto 0.35<\/div>\n<div>5. The grout should be kept in slow continuous agitation until it is ready to be <span id=\"IL_AD11\" class=\"IL_AD\">pumped<\/span> into the tendonducts.<\/div>\n<div>6. Grout should be mixed for minimum of 1 to 2 minutes but not more than 4 minutes.<\/div>\n<div>7. All the piping, pumping and mixing equipment should be thoroughly washed with <span id=\"IL_AD3\" class=\"IL_AD\">clean water<\/span> after each series of operations.<\/div>\n<div>8. Ducts should be completely filled with grout after injection.<\/div>\n<div>9. Ducts should be grouted at a continuous and steady rate of 6 m \/ min to 12 m \/ min for horizontal ductsand 2 to 3 m \/ min for vertical ducts.<\/div>\n<div>10. Grouting pressure should not exceed 2 N \/ mm2<\/div>\n<div>11. Grouting should continue until the fluidity or density of grout flowing from free ends and vent openings is same as that of original grout.<\/div>\n<div>12. After closing all the vents the pressure of 0.5 N \/ mm2 should be kept for 5 minutes.<\/div>\n<div>13. Vertical and inclined ducts should be grouted from the lowest points.<\/div>\n<div>14. Maximum <span id=\"IL_AD9\" class=\"IL_AD\">length<\/span> grouted in one operation being 50 m.<\/div>\n<div>15. Effectiveness of grouting should be <span id=\"IL_AD1\" class=\"IL_AD\">checked<\/span> by non-destructive testing such as <span id=\"IL_AD6\" class=\"IL_AD\">gamma<\/span> radiography.<\/div>\n<div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS &#8211; BACKFILL GROUTING The main objectives of grouting these ducts or sheath pipes in post-tensioned concrete members &nbsp;are :- (i) To prevent corrosion of the tendons, (ii) To ensure efficient transfer of stress between the tendons and the concrete member, (iii) To improve the serviceability and strength &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":154,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[26],"tags":[294,159],"class_list":["post-153","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-gendral-civil-engineering","tag-grouting","tag-post-tensioning"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>IMPORTANT POINTS FOR GROUTING OF POST-TENSIONING<\/title>\n<meta name=\"description\" content=\"IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS - BACKFILL GROUTING The main objectives of grouting these ducts\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/onlinecivilforum.com\/site\/important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"IMPORTANT POINTS FOR GROUTING OF POST-TENSIONING\" \/>\n<meta property=\"og:description\" content=\"IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS - BACKFILL GROUTING The main objectives of grouting these ducts\" \/>\n<meta property=\"og:url\" content=\"https:\/\/onlinecivilforum.com\/site\/important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting\/\" \/>\n<meta property=\"og:site_name\" content=\"Online CivilForum\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/civilwork\" \/>\n<meta property=\"article:published_time\" content=\"2016-09-10T19:06:36+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2022-12-13T06:24:38+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/onlinecivilforum.com\/site\/wp-content\/uploads\/2016\/09\/maxresdefault.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1280\" \/>\n\t<meta property=\"og:image:height\" content=\"720\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"Admin\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@thomasjbritto\" \/>\n<meta name=\"twitter:site\" content=\"@thomasjbritto\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Admin\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/important-points-for-grouting-of-post-tensioning-tendons-backfill-grouting\\\/\"},\"author\":{\"name\":\"Admin\",\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/#\\\/schema\\\/person\\\/ccbccea3895033bfa0aa3bc0683d83ef\"},\"headline\":\"IMPORTANT POINTS FOR GROUTING OF POST TENSIONING TENDONS &#8211; 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