{"id":1005,"date":"2021-01-27T18:03:15","date_gmt":"2021-01-27T17:03:15","guid":{"rendered":"https:\/\/www.groutpower.it\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/"},"modified":"2022-01-21T15:13:28","modified_gmt":"2022-01-21T14:13:28","slug":"rinfor-system-6","status":"publish","type":"page","link":"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/","title":{"rendered":"Rinfor System 6"},"content":{"rendered":"

[vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”BRICK-CONCRETE FLOORS” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_custom_heading text=”APPLICATION PROCEDURES” font_container=”tag:h4|font_size:24px|text_align:center|color:%23485a64″ use_theme_fonts=”yes”][vc_column_text]<\/p>\n

    \n
  1. Remove the existing floors up to the load-bearing structure, removing all the inconsistent or flaking parts, until obtaining a healthy, compact and mechanically resistant support that does not lead to the detachment of subsequent applications.\u00a0Scarification of the concrete layer to obtain a good degree of surface roughness (> 4 mm), necessary to ensure correct adhesion of the collaborating layer to the support, possibly assisted by metal connectors or root holes appropriately sized and distributed on the surface.<\/li>\n
  2. In the perimeter walls, making holes, slightly inclined downwards, with suitably sized diameters and pitches, for the housing of metal bars with improved adhesion B 450C for the connection between walls and collaborating layer, all according to structural drawings.\u00a0Cleaning of the holes and anchoring of the perimeter bars with\u00a0SYNTECH PROFIX <\/strong>anchoring resin\u00a0or with\u00a0GROUT CABLE<\/strong>\u00a0high-performance\u00a0grout.<\/li>\n
  3. Saturation of the substrate with water and removal of excess water on the surface.<\/li>\n
  4. Mix with a vertical axis mixer, at high speed, equipped with planetary movement blades and scraper (type IMER MIX 360 or similar) according to the mixing procedure indicated in the micro-concrete data sheet.<\/li>\n
  5. Casting by simple pour of HPFRC\u00a0RINFOR GROUT COL micro-concrete<\/strong>, which combines self-leveling rheology with exceptional physical-mechanical values \u200b\u200band which allow for structural reinforcement and an increase in the ductility of the structure.\u00a0The micro-concrete must contain a very high content of steel microfibers (> 130,000\u00a0READYMESH MR-200<\/strong>\u00a0fibers\u00a0for each 25 kg bag of premix), synthetic\u00a0polyolefin\u00a0fibers\u00a0READYMESH PM-060<\/strong> and special crystallizing additives capable of reducing free shrinkage and increasing, with self-healing, the durability of the collaborating layer. Thickness of the layer from 20 to 30 mm according to structural drawings. The consumption of the product is approx. 22.5 kg\/m\u00b2 per cm of applied thickness.<\/li>\n
  6. On fresh micro-concrete, immediately after casting, spray or roller application of\u00a0CURING AID<\/strong> anti-evaporant.\u00a0The curing product forms a protective layer that drastically reduces the evaporation of the mixing water in the first stages of hardening of the product.\u00a0Alternatively, use PE sheets<\/li>\n<\/ol>\n

    [\/vc_column_text][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” bg_position=”right center”][vc_column width=”1\/2″][vc_custom_heading text=”Application stratigraphy” font_container=”tag:h3|font_size:24px|text_align:left|color:%23eb690b” use_theme_fonts=”yes”][vc_column_text]<\/p>\n

      \n
    1. CONCRETE<\/li>\n
    2. METAL BAR<\/li>\n
    3. GROUT CABLE<\/li>\n
    4. RINFOR GROUT COL<\/li>\n
    5. SCREED<\/li>\n<\/ol>\n

      [\/vc_column_text][\/vc_column][vc_column width=”1\/2″][vc_single_image image=”361″ img_size=”full” alignment=”center”][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”FLOORS MIXED IN STEEL AND BRICK” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_custom_heading text=”APPLICATION PROCEDURES” font_container=”tag:h4|font_size:24px|text_align:center|color:%23485a64″ use_theme_fonts=”yes”][vc_column_text]<\/p>\n

        \n
      1. Remove existing floors and clean all surfaces affected by the intervention, removing all inconsistent or detaching parts, until obtaining a healthy, compact and mechanically resistant support that does not lead to detachment of subsequent applications.<\/li>\n
      2. Sand the extrados portion of the beams, in order to clean the metal from oxidized parts and obtain a rough surface.<\/li>\n
      3. Clean the surfaces to remove dust and debris deriving from the preparatory operations.<\/li>\n
      4. In the perimeter walls, making holes, slightly inclined downwards, with suitably sized diameters and pitches, for the housing of metal bars with improved adhesion B 450C for the connection between walls and collaborating layer, all according to structural drawings.\u00a0Cleaning of the holes and anchoring of the perimeter bars with\u00a0SYNTECH PROFIX <\/strong>anchoring resin\u00a0or with\u00a0GROUT CABLE<\/strong>\u00a0high-performance\u00a0grout.<\/li>\n
      5. Make appropriate metal connections along the extrados of the beams to facilitate the structural connection of the layer of\u00a0RINFOR GROUT COL<\/strong>;\u00a0this can be achieved with connectors type TECNARIA CTF 025. The pitch of the connectors will be defined on the basis of the dimensioning of the reinforcement.<\/li>\n
      6. Priming and extradoxal consolidation of brick backgrounds, using acrylic primer in aqueous dispersion, enriched with pozzolanic microsilica,\u00a0BOND HG <\/strong>diluted 1:1 with water.\u00a0This operation must be carried out 1 hour before pouring.<\/li>\n
      7. Mix with a vertical axis mixer, at high speed, equipped with planetary movement blades and scraper (type IMER MIX 360 or similar) according to the mixing procedure indicated in the micro-concrete data sheet.<\/li>\n
      8. Casting by simple pour of HPFRC\u00a0RINFOR GROUT COL <\/strong>micro-concrete, which combines self-leveling rheology with exceptional physical-mechanical values \u200b\u200band which allow for structural reinforcement and an increase in the ductility of the structure.\u00a0The micro-concrete must contain a very high content of steel microfibers (> 130,000\u00a0READYMESH MR-200 <\/strong>fibers\u00a0for each 25 kg bag of premix), synthetic polyolefin\u00a0fibers READYMESH PM-060<\/strong> and special crystallizing additives capable of reducing free shrinkage and increasing, with of self-healing, the durability of the collaborating layer.\u00a0Thickness of the layer from 20 to 30 mm according to structural drawings.\u00a0The consumption of the product is approx.\u00a022.5 kg\/m\u00b2 per cm of applied thickness.<\/li>\n
      9. On fresh micro-concrete, immediately after casting, spray or roller application of\u00a0CURING AID<\/strong>\u00a0anti-evaporant.\u00a0The curing product forms a protective layer that drastically reduces the evaporation of the mixing water in the first stages of hardening of the product.\u00a0Alternatively, use PE sheets<\/li>\n<\/ol>\n

        [\/vc_column_text][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” bg_position=”right center”][vc_column width=”1\/2″][vc_custom_heading text=”Application stratigraphy” font_container=”tag:h3|font_size:24px|text_align:left|color:%23eb690b” use_theme_fonts=”yes”][vc_column_text]<\/p>\n

          \n
        1. CONNECTOR<\/li>\n
        2. CONCRETE LAYER<\/li>\n
        3. METAL BAR<\/li>\n
        4. RINFOR GROUT COL<\/li>\n
        5. GROUT CABLE<\/li>\n
        6. SCREED<\/li>\n<\/ol>\n

          [\/vc_column_text][\/vc_column][vc_column width=”1\/2″][vc_single_image image=”366″ img_size=”full” alignment=”center”][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”WOODEN FLOORS” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_custom_heading text=”APPLICATION PROCEDURES” font_container=”tag:h4|font_size:24px|text_align:center|color:%23485a64″ use_theme_fonts=”yes”][vc_column_text]<\/p>\n

            \n
          1. Remove floors and all inconsistent materials by exposing the wooden plank.<\/li>\n
          2. Place a polyethylene sheet or a microporous sheet of adequate thickness on the wooden boards, the rolls of which must be applied so as to create a 10 cm overlap to be sealed using an adhesive tape.\u00a0If necessary, proceed to secure the sheets with nails, in order to prevent the percolation of the mortar on the floor below.<\/li>\n
          3. In the perimeter walls, making holes, slightly inclined downwards, with suitably sized diameters and pitches, for the housing of metal bars with improved adhesion B 450C for the connection between walls and collaborating layer, all according to structural drawings.\u00a0Cleaning of the holes and anchoring of the perimeter bars with\u00a0SYNTECH FIX EP <\/strong>resin for anchoring\u00a0or with\u00a0GROUT CABLE<\/strong>\u00a0high-performance\u00a0grout.<\/li>\n
          4. Fit the HELIX STEEL AISI 304 <\/strong>metal connectors\u00a0(\u00d8 10 mm)\u00a0along the wooden beams.\u00a0This connection is absolutely necessary in order to allow the structural connection between the existing wooden beams and the subsequent additional layer of\u00a0RINFOR GROUT COL<\/strong>.\u00a0Bend the bars at 90\u00b0 in their emerging part so as to be incorporated in the pour of fiber-reinforced mortar\u00a0RINFOR GROUT COL<\/strong>.\u00a0The distance, the driving depth and the length of the section of the bar bent and incorporated in the mortar, must be defined following appropriate sizing.<\/li>\n
          5. Mix with a vertical axis mixer, at high speed, equipped with planetary movement blades and scraper (type IMER MIX 360 or similar) according to the mixing procedure indicated in the micro-concrete data sheet.<\/li>\n
          6. Casting by simple pour of HPFRC\u00a0RINFOR GROUT COL micro-concrete<\/strong>, which combines self-leveling rheology with exceptional physical-mechanical values \u200b\u200band which allow for structural reinforcement and an increase in the ductility of the structure.\u00a0The micro-concrete must contain a very high content of steel microfibers (> 130,000\u00a0READYMESH MR-200 <\/strong>fibers\u00a0for each 25 kg bag of premix), synthetic polyolefin\u00a0fibers READYMESH PM-060<\/strong> and special crystallizing additives capable of reducing free shrinkage and increasing, with self-healing, the durability of the collaborating layer. Thickness of the layer from 20 to 30 mm according to structural drawings. The consumption of the product is approx. 22.5 kg\/m\u00b2 per cm of applied thickness.<\/li>\n
          7. On fresh micro-concrete, immediately after pouring, spray or roller application of\u00a0CURING AID<\/strong>\u00a0anti-evaporant.\u00a0The curing product forms a protective layer that drastically reduces the evaporation of the mixing water in the first stages of hardening of the product.\u00a0Alternatively, use PE sheets<\/li>\n<\/ol>\n

            [\/vc_column_text][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” bg_position=”right center”][vc_column width=”1\/2″][vc_custom_heading text=”Application stratigraphy” font_container=”tag:h3|font_size:24px|text_align:left|color:%23eb690b” use_theme_fonts=”yes”][vc_column_text]<\/p>\n

              \n
            1. HELIX STEEL AISI 304<\/li>\n
            2. GROUT CABLE<\/li>\n
            3. METAL BAR<\/li>\n
            4. SEPARATOR COVER<\/li>\n
            5. RINFOR GROUT COL<\/li>\n
            6. SCREED<\/li>\n<\/ol>\n

              [\/vc_column_text][\/vc_column][vc_column width=”1\/2″][vc_single_image image=”369″ img_size=”full” alignment=”center”][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”SYSTEM COMPONENTS” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_raw_html el_class=”ProdottiListCnt”]JTVCcHJvZG90dGklMjBncm91cCUzRCUyMjEwJTIyJTVE[\/vc_raw_html][\/vc_column][\/vc_row][vc_row row_type=”row_full_center_content”][vc_column][vc_button title=”RINFOR SYSTEM 7″ color=”primary” position=”center” link=”url:https%3A%2F%2Fwww.groutpower.com%2Frinfor-system%2Fsolai-estradosso-e-strutture-in-cemento-armato%2Frinfor-system-7%2F|title:Rinfor%20System%207″][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"

              [vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”BRICK-CONCRETE FLOORS” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_custom_heading text=”APPLICATION PROCEDURES” font_container=”tag:h4|font_size:24px|text_align:center|color:%23485a64″ use_theme_fonts=”yes”][vc_column_text] Remove the existing floors up to the load-bearing structure, …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":976,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1005","page","type-page","status-publish","hentry"],"yoast_head":"\nRinfor System 6 - GroutPower<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Rinfor System 6 - 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GroutPower","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/","og_locale":"en_US","og_type":"article","og_title":"Rinfor System 6 - GroutPower","og_description":"[vc_row row_type=”row_full_center_content” margin_top=”0″ padding_top=”0″][vc_column][vc_custom_heading text=”BRICK-CONCRETE FLOORS” font_container=”tag:h3|font_size:24px|text_align:center|color:%23eb690b” use_theme_fonts=”yes”][vc_custom_heading text=”APPLICATION PROCEDURES” font_container=”tag:h4|font_size:24px|text_align:center|color:%23485a64″ use_theme_fonts=”yes”][vc_column_text] Remove the existing floors up to the load-bearing structure, ...","og_url":"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/","og_site_name":"GroutPower","article_modified_time":"2022-01-21T14:13:28+00:00","twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"6 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/","url":"https:\/\/www.groutpower.com\/rinfor-system\/solai-estradosso-e-strutture-in-cemento-armato\/rinfor-system-6\/","name":"Rinfor System 6 - 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