๐Ÿ‘‰แˆตแˆˆ Concrete Mix Design (แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แ‹ตแ‰ฅแˆแ‰… แŠ•แ‹ตแ) แŠ แˆฐแˆซแˆญแŠ“ แˆแŠ•แАแ‰ต โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”
๐Ÿ›Concrete Mix Design (แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แ‹ตแ‰ฅแˆแ‰… แŠ•แ‹ตแ) แˆ›แˆˆแ‰ต แ‹จแˆšแˆแˆˆแŒˆแ‹แŠ• แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แŒฅแŠ•แŠซแˆฌแฃ workability แŠฅแŠ“ durability แˆˆแˆ›แŒแŠ˜แ‰ต Cement + Water + Fine Aggregate (Sand) + Coarse Aggregate แ‰ แ‰ฐแŒˆแ‰ขแ‹ แˆ˜แŒ แŠ• แˆ˜แ‹ˆแˆฐแŠ• แАแ‹::

๐Ÿ›Concrete Mix Design แ‹‹แŠ“ แ‹‹แŠ“ แ‹ฐแˆจแŒƒแ‹Žแ‰ฝ

๐Ÿšฅ1. Required Grade/Strength แˆ˜แ‹ˆแˆฐแŠ•

-แˆˆแˆแˆณแˆŒ: C20/25, C25/30, C30/37
-แ‹จ28 แ‰€แŠ• compressive strength แ‹ญแ‹ˆแˆฐแŠ“แˆแข

๐Ÿšฅ2. Workability แˆ˜แ‹ˆแˆฐแŠ•

-Slump แ‹ญแ‹ˆแˆฐแŠ“แˆแข
-แˆˆแˆแˆณแˆŒ 75โ€“100 mm slumpแข

๐Ÿšฅ3. Maximum Aggregate Size

-10 mm, 20 mm, 25 mm, 40 mm แ‹ˆแ‹˜แ‰ฐแข
-แˆˆแ‰ฐแˆˆแˆ˜แ‹ฐ structural concrete 20 mm แ‰ฅแ‹™ แŒŠแ‹œ แ‹ญแŒ แ‰€แˆ›แˆแข

๐Ÿšฅ4. Waterโ€“Cement Ratio (w/c) แˆ˜แ‹ˆแˆฐแŠ•

-w/c=Weight of Water/Weight of Cement
-แˆˆแˆแˆณแˆŒ w/c = 0.50 แŠจแˆ†แАแฃ แˆˆ1 kg cement 0.50 kg water แ‹ซแˆตแˆแˆแŒ‹แˆแข

๐Ÿšฅ5. Water Content แˆ˜แ‹ˆแˆฐแŠ•

-แ‰ slumpแฃ aggregate size แŠฅแŠ“ admixture แˆ˜แˆฐแˆจแ‰ต แ‹ญแ‹ˆแˆฐแŠ“แˆแข

๐Ÿšฅ6. Cement Content แˆ›แˆตแˆ‹แ‰ต

-Cement=Water/w/c
-แˆˆแˆแˆณแˆŒแฆWater = 180 L/mยณ
w/c = 0.50
-Cement=180/0.50=360kg/mยณ

๐Ÿšฅ7. Fine Aggregate (Sand) แˆ˜แ‹ˆแˆฐแŠ•

Sand grading, aggregate size แŠฅแŠ“ workability แ‰ฐแˆ˜แˆแŠญแ‰ถ แ‹ญแ‹ˆแˆฐแŠ“แˆแข

๐Ÿšฅ8. Coarse Aggregate แˆ˜แ‹ˆแˆฐแŠ•

-20 mm aggregate แˆˆแˆแˆณแˆŒ แ‰ mix-design standard แˆ˜แˆฐแˆจแ‰ต แ‹ญแ‹ˆแˆฐแŠ“แˆแข

๐Ÿšฅ9. Admixture แŠซแˆˆ แˆ˜แ‹ˆแˆฐแŠ•

-Superplasticizer/PCE
-Retarder
-Accelerator
-Water reducer

๐Ÿšฅ10. Trial Mix แˆ›แ‹ตแˆจแŒ
-Laboratory แ‹แˆตแŒฅ trial batch แ‹ญแ‹˜แŒ‹แŒƒแˆแข

โœ…Slump test แ‹ญแ‹ฐแˆจแŒ‹แˆแข
-Cube specimens แ‹ญแ‹ˆแˆฐแ‹ณแˆ‰แข

๐Ÿšฅ11. Compressive Strength Test

-7-day test
-28-day test
-28-day strength แŠจแ‰ฐแˆแˆˆแŒˆแ‹ grade แŒ‹แˆญ แ‹ญแАแŒปแŒธแˆซแˆแข

๐ŸŒŸแ‰ แˆ˜แŒจแˆจแˆป แ‹จMix Design แ‹แŒคแ‰ต

   โœ…แˆˆแˆแˆณแˆŒ แˆˆ1 mยณ C30 Concrete แ‹จtrial mix แ‹แŒคแ‰ต แŠฅแŠ•แ‹ฒแˆ… แˆŠแˆ†แŠ• แ‹ญแ‰ฝแˆ‹แˆแฆ

โœ…แˆ›แˆตแ‰ณแ‹ˆแˆป: แŠฅแАแ‹šแˆ… แ‹จแˆ‹แ‹ญแŠ›แ‹ แ‰แŒฅแˆฎแ‰ฝ แˆแˆณแˆŒ แŠ“แ‰ธแ‹แค แ‰ตแŠญแŠญแˆˆแŠ› Mix Design แ‹จแˆšแ‹ˆแŒฃแ‹ แŠจcement testแฃ aggregate grading/SG/moistureแฃ required strengthแฃ slump แŠฅแŠ“ แ‰ แ‰ฐแŒ แ‰€แˆฐแ‹ standard แˆ˜แˆ แˆจแ‰ต แАแ‹แข
     โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”
โ€‹๐Ÿ“Œ แ‰ฐแŒจแˆ›แˆช แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแŠ• แŠฅแŠ“ แ‹จแˆณแˆแŠ•แ‰ฑแŠ• แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹œแŠ“แ‹Žแ‰ฝ แˆˆแˆ›แŒแŠ˜แ‰ต โ€‹แ‹จแŒแˆตแ‰กแŠญ แŒˆแƒแ‰ฝแŠ• แ‹ญแŒŽแ‰ฅแŠ™๐Ÿ‘‡

https://www.facebook.com/profile.php?id=61592085774934

@etconp

Comments

Be the first to add a comment