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| fabformwiki:research:canada:delijani:chapter_5 [2023/10/15 14:41] – rpschmitz | fabformwiki:research:canada:delijani:chapter_5 [2023/10/19 15:11] (current) – [See Also] rpschmitz |
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| <fs medium>Two types of formwork were used; Cardboard tubes and Geotex 315ST. 254 mm (10 in.) inside diameter cardboard column formwork was employed because it is a widely used conventional formwork in today’s North American construction industry .The cardboard forms used did not come with a non absorbent plastic inside layer and therefore provided some water absorption from the fresh concrete.</fs> | <fs medium>Two types of formwork were used; Cardboard tubes and Geotex 315ST. 254 mm (10 in.) inside diameter cardboard column formwork was employed because it is a widely used conventional formwork in today’s North American construction industry .The cardboard forms used did not come with a non-absorbent plastic inside layer and therefore provided some water absorption from the fresh concrete.</fs> |
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| {{gallery> fabformwiki:research:canada:delijani:fig_49?300x200&4&showtitle&lightbox }} | {{gallery> fabformwiki:research:canada:delijani:fig_49?300x200&4&showtitle&lightbox }} |
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| ==== Schmidt Hammer Tests ==== | ==== Schmidt Hammer Tests ==== |
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| medium>This test proved that use of a well designed permeable fabric formwork for casting steel reinforced concrete column is safe while it provides several advantages such as improved surface finish, lower material costs and the possibility of creating organic concrete forms with lower cost than conventional formworks. Concrete produced with fabric formwork is structurally capable of bearing the same loads as conventionally formed concrete.</fs> | <fs medium>This test proved that use of a well designed permeable fabric formwork for casting steel reinforced concrete column is safe while it provides several advantages such as improved surface finish, lower material costs and the possibility of creating organic concrete forms with lower cost than conventional formworks. Concrete produced with fabric formwork is structurally capable of bearing the same loads as conventionally formed concrete.</fs> |
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| {{gallery> fabformwiki:research:canada:delijani:fig_64-65?200x300&4&showtitle&lightbox }} | {{gallery> fabformwiki:research:canada:delijani:fig_64-65?200x300&4&showtitle&lightbox }} |
| ===== See Also ===== | ===== See Also ===== |
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| <fs medium>[1] Comments by RPS on Discussion page for an alternative way to secure the column fabric, Figure 43.</fs | <fs medium>[1] Comments by RPS on Discussion page for an alternative way to secure the column fabric, Figure 43. |
| <fs medium>[2] //Place text here.//</fs> | \\ |
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| ===== References ===== | ===== References ===== |
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| </fs> | </fs> |
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| ===== External Links ===== | ===== External Links ===== |
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| <fs medium>//Place text here.//</fs> | <fs medium>//Place text here.//</fs> |
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