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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ แ‰ต แŠฅแŠ“ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ›แˆตแ‰†แˆซแˆจแŒฅ แˆ›แˆตแ‰ แˆณแ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠจแˆแˆˆแŒ‰  แŠฅแŠ•แ‹ณแ‹ซแˆตแ‰ก แˆแˆ‰แŠ•แˆ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆตแŒˆแ‰ฅแ‰ฐแŠ“แˆ

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แˆ›แˆตแ‰ แŒ€แ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠซแˆฐแ‰ก แˆˆแˆฑแˆ แˆ›แˆฝแŠ‘ แ‰ แŒƒแ‰ฝแŠ• แАแ‹‰

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแˆฐแˆฉ แ‰ฅแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠ แˆ‰แŠ•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ 1. แˆ˜แˆญแŠซแ‰ถ
                   แ‰.1 แŠ แ‹จแˆญ แŒคแŠ“
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ†2
๐Ÿ‘‰The site is located near the center of Tokyo.

It is a small 44mยฒ corner plot bounded by two streets. Conforming to legal conditions and in response to the clientโ€™s wish for a โ€˜roofed garageโ€™ the volume was trimmed from various directions. Using the words โ€˜Mineralโ€™ and โ€˜reflectionโ€™ as guiding concepts, Atelier Tekuto proceeded to use subtraction as a positive tool for design.

๐ŸšงREFLECTION

By controlling geometries (facets with three factors: transparent, translucent and opaque) and entangling them in a three-dimensional way inside the internal space, visual reflection is induced. This results in a deviation from the restrictiveness of space.

๐ŸšงMINERAL

Minerals are phenomena that combine abstract properties (conceptual objects) with nonfigurative properties (objects whose presence of matter is more tangible).

Changes from transparent to translucent to opaque occur according to light intensity and angle. The mineral body cannot be regarded as a simple element.

Source:- archidaily

@etconp
๐Ÿ‘5
๐Ÿ‘‰Waste water engineering

๐ŸšงSludge Treatment

๐Ÿ”ธ Sludge Treatment is aimed to achieve volume reduction & strength reduction.

๐Ÿ”ธ Volume & strength reduction of sludges are achieved by

๐Ÿšงsludge Thickening :- By concentrating the sludge by expulsion of water.

๐ŸšงSludge digestion :- By anaerobic decomposition to reduce strength.

๐ŸšงSludge conditioning :- To improve drainblility of sludges

๐ŸšงSludge dewatering and drying :- Remove remaining moisture from sludge.

โ™ฆ๏ธ Strength reduction

โญ๏ธStrength reduction of sludge i.e. BOD removal is carried out by anaerobic decomposition known sludge digestion.

๐ŸŒŸSludge digestion occur in two stages i.e.Acids fermentation and Methane fermentation.

๐Ÿ”ธ Sludge digester

๐Ÿ“œSludge are anaerobically digested by using a reactor known as sludge digester.

โบDiameter of tank :- 3 to 60m

โบHeight of tank :- 6 to 12m

โ‡๏ธDigestion period depends upon type of microorganisms

~ mesophilic organisms :- 30 to 60 days (Temperature 20โ„ƒ - 40โ„ƒ)

~ Thermophilic organisms :- 15 to 25 days (Temperature 45โ„ƒ - 60โ„ƒ)

๐ŸšงGas production

~ 70% Methane

~ 30% Carbon dioxide

๐ŸšงCalorific value (energy content) :- 5200 to 5800 kcal/m3 of CH4

๐Ÿ”ธ Digested sludge are dewatered and dried by using solar drying beds known as sludge drying bed.

๐Ÿ”ธ Elutriation :- Washing of sludge before dewatering by mechanical driers.

@etconp
๐Ÿ‘7โค2
แ‹ญแˆ… แ‹จแˆแ‰ณแ‹ฉแ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‰ แ‰แŒฅแˆญ 1 แ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต แ‹จแ‰ฐแŒˆแАแ‰ฃ แАแ‹


โ–ถ๏ธแ‹จแˆšแŒˆแŠ˜แ‹ 4 แŠชแˆŽ แŠจแˆ˜แŠ•แŒแˆฅแ‰ต แŠฎแˆแŠ’แŠฌแˆฝแŠ• แ…/แ‰คแ‰ต แ‹ˆแ‹ฐ แ’แ‹ซแˆณ แˆ˜แˆตแˆ˜แˆญ แ‰ แŒแˆแ‰ต 800 แˆœแ‰ตแˆญ แˆญแ‰€แ‰ต แˆ‹แ‹ญ แАแ‹แข

โบแŠจแ‰ฐแˆ˜แˆจแ‰€ แŒˆแŠ“ แˆแˆˆแ‰ต แ‹ˆแˆญ แˆตแˆˆ แˆ˜แˆ™แˆ‹แ‰ฑแˆ แŠฅแˆญแŒแŒ แŠ› แŠ แ‹ญแ‹ฐแˆˆแˆแˆ แАแŒˆแˆญ แŒแŠ• แ‹จแˆ…แ‹แ‰ฅ แŒˆแŠ•แ‹˜แ‰ฅ แ‹ˆแŒฅแ‰ถแ‰ แ‰ต แˆณแ‹ซแŒˆแˆˆแŒแˆ แŠจแŒฅแ‰…แˆ แ‹แŒช แˆ†แŠ—แˆแข

๐Ÿšงแˆžแ‹ซแ‹Š แˆ€แˆณแ‰ฃแ‰น แŠ แŒ‹แˆฉแŠ•

Via แŒ‹แ‹œแŒ แŠ› แแˆฌแ‹ แŠ แ‰ แ‰ 

@etconp
๐Ÿ‘19๐Ÿ˜ข10
๐Ÿ‘‰แŠ แŠ•แ‹ณแŠ•แ‹ต แ‹จ แŠ แˆˆแˆ›แ‰ฝแŠ• แŠฃแˆฐแŒˆแˆซแˆš แˆ…แŠ•แƒแ‹Žแ‰ฝ

๐ŸŒŸแˆ˜แŒˆแŠ›แ‹แŠ• แ‰ปแ‹ญแŠ“ แ‹ซแ‹ฐแˆจแŒˆแ‹ แ‹ญแˆ… แˆ…แАแƒ แŠจแˆ‹แ‹ฉ แˆ‹แ‹ญ แˆŒแˆ‹  แ‹ˆแ‹ฐ แŒŽแŠ• 250 แˆœแ‰ตแˆญ แ‹จแ‰ฐแŒˆแАแ‰ฃ แˆ…แŠ•แƒ แ‹ซแˆˆแ‹ แˆฒแˆ†แŠ• แ‹จแŠ แˆˆแˆ›แ‰ฝแŠ• แ‰ตแˆแ‰ แŠ“ แ‹จแˆฐแˆ›แ‹ญ แˆ‹แ‹ญ แ‹ตแˆแ‹ตแ‹ญ แ‹จแˆšแˆ แˆตแ‹ซแˆœ แŠ แŒแŠแ‰ทแˆ๐Ÿ˜

@etconp
๐Ÿ‘9๐Ÿ‘4๐Ÿ‘Œ2
๐Ÿ‘‰แ‹จแˆ˜แˆฌแ‰ต แ‰ฃแŠ•แŠญ แ‹ณแ‰ณแ‰คแ‹

๐ŸŒŸแ‹จแˆ˜แˆฌแ‰ต แˆแˆ›แ‰ตแŠ“ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ขแˆฎ แ‰ แ‰ฐแŒ แŠ“แ‰€แ‰€แ‹ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แŠจ 1แˆฝแˆ… 500 แˆ„แŠญแ‰ณแˆญ แ‰ แˆ‹แ‹ญ แˆ˜แˆฌแ‰ต แ‰ แˆ˜แˆฌแ‰ต แ‰ฃแŠ•แŠญ แ‹ณแ‰ณ แ‰คแ‹ แˆ˜แˆ˜แ‹แŒˆแ‰ฅ แˆ˜แ‰ปแˆ‰แŠ• แŒˆแˆˆแ€แข

๐Ÿšงแ‹จแˆ˜แˆฌแ‰ต แ‹แŒแŒ…แ‰ตแฃแŒฅแ‰ แ‰ƒแฃแŠ แ‰…แˆญแ‰ฆแ‰ตแŠ“ แ‹จแˆแˆ›แ‰ต แ‰ฐแАแˆบแ‹Žแ‰ฝ แˆ˜แˆแˆถ แˆ›แ‰‹แ‰‹แˆ แˆตแˆญแ‹“แ‰ตแŠ• แˆ›แˆณแ‹ฐแŒ แ‹จแ‰ฐแŒ แŠ“แ‰€แ‰€แ‹ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แŠ แŠ•แŠณแˆญ แŠจแˆ†แŠ‘ แ‰ฐแŒแ‰ฃแˆซแ‰ต แŠ แŠ•แ‹ฑ แАแ‹แข

โบแ‰ แ‹šแˆ…แˆ 660 แˆ„แŠญแ‰ณแˆญ แˆ˜แˆฌแ‰ต แˆˆแˆ›แ‹˜แŒ‹แŒ€แ‰ต แ‰ณแ‰…แ‹ถ 1แˆบแˆ… 504.27 แˆ„แŠญแ‰ณแˆญ แˆ˜แˆฌแ‰ต แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แˆ›แ‹˜แŒ‹แŒ€แ‰ต แ‹จแ‰ฐแ‰ปแˆˆ แˆฒแˆ†แŠ• แ‹ญแˆ…แŠ•แŠ•แˆ แ‰ แˆ˜แˆฌแ‰ต แ‰ฃแŠ•แŠญ แ‹ณแ‰ณ แ‰คแ‹ แˆ˜แˆ˜แ‹แŒˆแ‰ฅ แ‰ฐแ‰ฝแˆแˆแข

โ–ถ๏ธแŠจแ‹šแˆ แŒ‹แˆญ แ‰ แ‰ฐแ‹ซแ‹ซแ‹˜แˆ แ‹จแŠจแ‰ฐแˆ›แ‹‹แŠ• แแˆ‹แŒŽแ‰ต แˆ˜แˆฐแˆจแ‰ต แ‹ซแ‹ฐแˆจแŒ‰แŠ“ แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‹จแˆšแ‹แˆ‰ 859.47 แˆ„แŠญแ‰ณแˆญ แ‹จแˆˆแˆ› แˆ˜แˆฌแ‰ตแˆ แ‰ฐแˆ‹แˆแแˆแข

Via แ‹จ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆ˜แˆฌแ‰ต แˆแˆ›แ‰ตแŠ“ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ขแˆฎ

@etconp
๐Ÿ‘4
๐Ÿ‘‰แŠจ95 แ‰ แˆ‹แ‹ญ แ‹จแˆ˜แŠ•แŒˆแ‹ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แˆ˜แ‰‹แˆจแŒก แ‰ฐแАแŒˆแˆจ

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‰ แˆ˜แŠซแˆ„แ‹ต แˆ‹แ‹ญ แ‰ แˆšแŒˆแŠ™ แ‹ฐแˆ แŠ แ‹แˆณแˆฝ แŒแŒญแ‰ถแ‰ฝ แˆแŠญแŠ•แ‹ซแ‰ต แŠจ95 แ‰ แˆ‹แ‹ญ แ‹จแˆ˜แŠ•แŒˆแ‹ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แŠจแŠแˆ แŠฅแŠ“ แˆ™แˆ‰ แˆˆแˆ™แˆ‰ แˆ˜แ‰‹แˆจแŒฃแ‰ธแ‹แŠ• แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แˆˆแŠ แˆแ‹ฑ แŠ แˆตแ‰ณแ‹แ‰‹แˆแข

แ‰ แŠ แˆ›แˆซ แŠญแˆแˆ แ‰ แˆฐแˆœแŠ‘ แŒฆแˆญแАแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แ‰ฐแ‰‹แˆญแŒ แ‹ แ‰ แ‹ตแŒ‹แˆš แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แ‹จแ‰ฐแŒ€แˆ˜แˆจ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แ‰ แ‹ตแŒ‹แˆš แˆˆแˆ›แ‰‹แˆจแŒฅ แˆ˜แŒˆแ‹ฐแ‹ณแ‰ธแ‹แŠ•แˆ แˆฐแˆแ‰ฐแŠ“แˆแข

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹จแ•แˆ‹แŠ• แŠฅแŠ“ แ•แˆฎแŒแˆซแˆ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แ‰†แŠ•แŒ…แ‰ต แ‹“แˆˆแˆ™แค แ‰ 2016 แ‹จแ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แˆ˜แŒ แŠ“แ‰€แ‰… แ‹จแˆšแŒˆแ‰ฃแ‰ธแ‹แŠ• แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‹ˆแ‹ฐ 2017 แ‹จแ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แˆˆแˆ›แ‹˜แ‹‹แ‹ˆแˆญ แˆ˜แŒˆแ‹ฐแ‹ณแ‰ธแ‹แŠ• แАแŒแˆจแ‹แŠ“แˆแข

"แ‹จแ‰ฐแ‰‹แˆจแŒก แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แˆ˜แˆแˆถ แˆ›แˆตแ‰€แŒ แˆ แ‰ แˆญแŠซแ‰ณ แŠชแˆณแˆซแ‹Žแ‰ฝ แŠ แˆ‰แ‰ตแฃ แ‰ฅแ‹™ แˆ‚แ‹ฐแ‰ถแ‰ฝแŠ• แ‹ซแˆแ‹แˆ" แ‹ซแˆ‰แŠ• แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฏ แŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ แ‹ตแŒ‹แˆš แˆˆแˆ›แˆตแŒ€แˆ˜แˆญ แŒจแˆจแ‰ณ แˆฒแ‹ˆแŒฃ แ‰ฐแŒซแˆซแ‰พแ‰ฝ แ‹จแˆ›แ‹ญแŒˆแŠ™แ‰ แ‰ต แŒŠแ‹œ แŠฅแŠ•แ‹ฐแˆšแ‹ซแŒ‹แŒฅแˆแˆ แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

แˆˆแ‹ˆแˆซแ‰ต แ‹จแ‰ฐแ‰‹แˆจแŒก แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แ‹ตแŒ‹แˆš แˆฒแŒ€แˆ˜แˆฉ แ‹จแˆšแŠ–แˆจแ‹ แ‹จแ‹‹แŒ‹ แˆแ‹ฉแАแ‰ต แ‰ แ‰ฐแ‹ซแ‹˜แˆˆแ‰ต แ‰ แŒ€แ‰ต แŠฅแŠ•แ‹ณแ‹ญแŒ แŠ“แ‰€แ‰…แŠ“ แˆˆแ‰ฐแŒจแˆ›แˆช แŠชแˆณแˆซ แŠฅแŠ•แ‹ฐแˆšแ‹ณแˆญแŒ แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

Via Ahadu Radio

@etconp
๐Ÿ‘11๐Ÿ˜ข4
๐Ÿ‘‰Standard box size

๐ŸทAll box dimensions are written as

โ–ถ๏ธwidth*length*depth

1. 40*50*20cm (mostly for cement mortar)
2. 40*50*18cm (for C-25 concrete)
3. 40*50*16cm (for C-30 concrete)
4. 40*50*14cm (for C-40 concrete but depend on mix design )

โญ๏ธHand mix shall be allowed for class II  concrete ,& shall not  be allowed for  concrete of class  C-20 & above or  class I concrete

๐Ÿ”ธC-7
mechanical mix ratio =1:4:8
Hand mix ratio =1:3.5:8
๐Ÿ”ธC-15
mechanical  mix ratio =1:3:6
hand  mix ratio =1:3:4
๐Ÿ”ธC-20
mechanical mix ratio =1:2:4
๐Ÿ”ธC-25
mix ratio=1:2:3
๐Ÿ”ธC-30
mechanical mix ratio =1:2:3
๐Ÿ”ธC-40
mix ratio =1:1.5:3

@etconp
๐Ÿ™23๐Ÿ‘13โค3
๐Ÿ‘‰4 things we should have to know at the Construction Site And Office internship

๐Ÿ’ซ1. Site work

๐Ÿšง1.1 changing theoretical science to practical world

โบShear Force

โบMoment Force

โบActive pressure

โบPassive pressure

โบTorsion

โบFlexure

โบMix design

โบEccentricity on column

โบDeflection

โบBuckling

โบJoints
...

๐Ÿšง1.2 Technical work

โบSetting out

โบLeveling reading

โบConcrete casting (for footing, column, beam, slab, shearwall)

โบForm work (adjustment and removal days)

๐Ÿ’ซ2. Office work

โ–ถ๏ธKnowledge of drawing

โ–ถ๏ธTakeoff sheet

โ–ถ๏ธBOQ

โ–ถ๏ธpayment certificate

โ–ถ๏ธDaily diary

โ–ถ๏ธWeekly and monthly diary

โ–ถ๏ธScheduling

โ–ถ๏ธContract adminstration

๐Ÿ’ซ3. Software

โ–ถ๏ธEtabs

โ–ถ๏ธSap

โ–ถ๏ธSafe

โ–ถ๏ธEagle point

โ–ถ๏ธMS Project

โ–ถ๏ธExcel

โ–ถ๏ธAuto cad and Etc...

๐Ÿ’ซ4. Building codes,Ethics and Skills

โบEBCS and ERA manual from Code

๐Ÿ”ฐA. Work ethics during internship

1. Learn how to talk openly, manage various construction activity at a site.

2. Be super active.

3. Forget about being fair and worrying about body complexion.

4. Prepare yourself to work in harsh climate conditions.

5. Be patient Never lose your temper

6. Don't tend to panic in case of pressure It will make things more worth.

๐ŸšงB. Skill to upgrade during internship

1. Practically skill
2. Theoretical skill
3. Inter personal communication skill
4. Team playing skill
5. Leadership skill
6. Work ethics
7. Enterpreneurship skill
8. Confidence


@etconp
๐Ÿ‘39โค18๐Ÿ™3
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Concrete Repair, Grout   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
โค4๐Ÿ‘2
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ แ‰ต แŠฅแŠ“ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ›แˆตแ‰†แˆซแˆจแŒฅ แˆ›แˆตแ‰ แˆณแ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠจแˆแˆˆแŒ‰  แŠฅแŠ•แ‹ณแ‹ซแˆตแ‰ก แˆแˆ‰แŠ•แˆ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆตแŒˆแ‰ฅแ‰ฐแŠ“แˆ

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แˆ›แˆตแ‰ แŒ€แ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠซแˆฐแ‰ก แˆˆแˆฑแˆ แˆ›แˆฝแŠ‘ แ‰ แŒƒแ‰ฝแŠ• แАแ‹‰

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแˆฐแˆฉ แ‰ฅแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠ แˆ‰แŠ•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ แ‰.1 แŠ แ‹‰แ‰ถแ‰ฅแˆต แ‰ฐแˆซ(แˆ˜แˆณแˆˆแˆšแ‹ซ)
                    แ‰.2 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ‘2โค1
๐Ÿ”ด Types of Concrete Defects

๐ŸšงCauses & their Prevention

๐Ÿ‘‰1. Cracking

โบVarious reasons for cracking are improper mix design, insufficient curing, omission of expansion and contraction joints, use of high slump concrete mix, unsuitable sub-grade etc. etconp

โ–ถ๏ธPrevention, use low water โ€“ cement ratio maximize the coarse aggregate in concrete mix, admixtures containing calcium chloride must be avoided.

๐Ÿ‘‰2. Crazing

โบCrazing also called as pattern cracking or map cracking, is the formation of closely spaced shallow cracks in an uneven manner.

โบCrazing occurs due to rapid hardening of top surface of concrete due to high temperatures or if the mix contains excess water content or due to insufficient curing.

โบPattern cracking can be avoided by proper curing, by dampening the sub-grade to resist absorption of water from concrete, by providing protection to the surface from rapid temperature changes.

๐Ÿ‘‰3. Blistering & Delamintaion

โบBlistering is the formation of hollow bumps of different sizes on concrete surface due to entrapped air under the finished concrete surface. etconp

โ–ถ๏ธIt may cause due to excessive vibration of concrete mix or presence of excess entrapped air in mix or due to improper finishing.

โบDelamination is also similar to blistering In this case also, top surface of concrete gets separated from underlying concrete.

โบHardening of top layer of concrete before the hardening of underlying concrete will lead to delamination.

โบIt can be prevented by using good proportion of ingredients in concrete mix, by covering the top surface which reduces evaporation and using appropriate techniques for placing and finishing.

๐Ÿ‘‰4. Dusting

โบDusting, also called as chalking is the formation of fine and loose powdered concrete on the hardened concrete by disintegration. etconp

โบThis happens due to the presence of excess amount of water in concrete.

โ–ถ๏ธTo avoid dusting, use low slump concrete mix to obtain hard concrete surface with good wear resistance.

๐Ÿ‘‰5. Curling

โบWhen a concrete slab is distorted into curved shape by upward or downward movement of edges or corners, it is called curling. It occurs mainly due to the differences in moisture content or temperature between slab surface (top) and slab base (bottom).

โ–ถ๏ธTo prevent curling, use low shrink concrete mix, provide control joints, provide heavy reinforcement at edges or provide edges with great thickness.

๐Ÿ‘‰6. Efflorescence

โบEfflorescence is the formation of deposits of salts on the concrete surface.

โบFormed salts generally white in color It can be prevented by using clean and pure water for mixing, using chemically ineffective aggregates etc.

โ–ถ๏ธAnd make sure that cement should not contain alkalis more than 1% of its weight.

๐Ÿ‘‰7. Scaling and Spalling

โบScaling and spalling, in both the cases concrete surface gets deteriorated and flaking of concrete occurs.

โ–ถ๏ธThe main cause for this type of cases is penetration of water through concrete surface. This makes steel gets corroded and spalling or scaling may occurs.

@etconp
๐Ÿ‘14โค8
แŒฅแ‹ซแ‰„แฆ แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แˆ…แŒŽแ‰ฝ (แ‰ แ‰ฐแˆˆแ‹ญ FIDIC แŠฅแŠ“ PPA)  แˆ‹แ‹ญ "แˆ˜แˆแŠ•แ‹ฒแˆต (The engineer)" แ‰ฅแˆŽ แ‹จแˆšแŒ แˆซแ‹ แŠ แŠซแˆ แŠจแˆšแŠจแ‰ฐแˆ‰แ‰ต แ‹แˆตแŒฅ แ‹จแ‰ตแŠ›แ‹แŠ• แАแ‹? @etconp
Anonymous Quiz
13%
แˆ€) แ‹จแ‰ขแˆฎ แˆ˜แˆแŠ•แ‹ฒแˆฑแŠ• (แˆ˜แˆแŠ•แ‹ฒแˆทแŠ•)
8%
แˆˆ) แŠ แˆญแŠญแ‰ดแŠญแ‰ฑแŠ• (แŠ แˆญแŠญแ‰ดแŠญแ‰ทแŠ•)
58%
แˆ) แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฐแ‰†แŒฃแŒฃแˆช แˆ˜แˆแŠ•แ‹ฒแˆตแŠ•
21%
แˆ˜) แ‹จแˆณแ‹ญแ‰ต แˆ˜แˆแŠ•แ‹ฒแˆฑแŠ• (แˆ˜แˆแŠ•แ‹ฒแˆทแŠ•)
๐Ÿ™19๐Ÿ‘8๐Ÿ•Š1
๐Ÿ‘‰Advantages of using mineral admixture in cement

๐ŸšงFly ash

-Improves strength and durability of concrete
-Increased resistance towards chemical attacks
-Better workability

๐ŸšงBlast furnace slag

-Improved durability
Increased setting time
-Strength gain continues for a long period of time
-Reduced risk of damages by alkali โ€“ silica reaction
-Resistant to chloride and sulphate attacks

๐ŸšงSilica fumes

-Better compressive strength and resistance to abrasion
-Reduced permeability of chloride ions
-Improved workability
-Reduces bleeding

๐ŸšงRice husky ash

-Heat of hydration of concrete is reduced
-Permeability of concrete is reduced
-Improved resistance to chloride and sulphate attacks

๐ŸšงMetakaolin

-Increased compressive & flexural strengths
-Reduced permeability
-More resistant to chemical attacks
-Durability is increased

@etconp
๐Ÿ‘8๐Ÿ™1
แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แˆ˜แ‰ผ แˆ˜แˆˆแ‰€แ‰… แŠ แˆˆแ‰ แ‰ต?


๐Ÿทแ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ (Advance Payment) แˆˆแ‰ฐแ‰‹แˆซแŒฉ แˆˆแˆ˜แˆแ‰€แ‰… แŠ แˆ แˆชแ‹ แ‰ฃแˆˆแ‰คแ‰ต แ‹จแ‰…แ‹ตแˆ˜แŠญแแ‹ซ แ‹‹แˆตแ‰ตแŠ“ (Advance Payment bond) แˆ˜แ‹ซแ‹ แŠ แˆˆแ‰ แ‰ตแข

โ–ถ๏ธแАแŒˆแˆญ แŒแŠ• แˆแŠ•แˆ แŠฅแŠ•แŠณแŠ• แˆ›แˆตแ‹ซแ‹ฃ แ‰ขแ‰€แ‰ แˆแˆ แˆˆแ‰ฐแ‰‹แˆซแŒฉ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณแ‹แŠ• แ‹จแˆ›แˆตแˆจแŠจแ‰ฅ แˆฅแˆซ  (site handover) แˆณแ‹ญแˆแŒฝแˆ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แŠจแˆˆแ‰€แ‰€ แ‰ แ‰ฐแ‰‹แˆซแŒฉ แŠ แŠซแˆ แˆŠแŠซแ‹ต แ‹ญแ‰ฝแˆ‹แˆแข

โบแ‰ แˆ˜แˆ†แŠ‘แˆ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณ แˆญแŠญแŠญแ‰ฅ แˆณแ‹ญแˆแŒธแˆ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แˆ˜แˆแ‰€แ‰… แŠ แ‹ญแŒˆแ‰ฃแˆแข

๐Ÿšงแ‹จ แแ‰ณแ‰ฅแˆ”แˆญ แˆ…แŒ‰แˆ "แ‰ฐแ‰‹แˆซแŒฉ แŠ แˆ แˆชแ‹ แŠฅแ‹ซแ‹ˆแ‰€ แˆฅแˆซแ‹แŠ• แŠจแŒ€แˆ˜แˆจ แ‹ˆแ‹ญแˆ แŠ แˆตแ‰€แ‹ตแˆž (แˆฅแˆซแ‹แŠ• แ‰ฃแ‹ญแŒ€แˆแˆญแˆ) แŠจแ‹‹แŒ‹แ‹ แˆ‹แ‹ญ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ (แŠ แ‹ตแ‰ซแŠ•แˆต) แŠจแ‰ฐแ‰€แ‰ แˆˆ แ‹แˆ แˆˆแˆ˜แŠ–แˆฉ แ‰ แ‰‚ แˆ›แˆจแŒ‹แŒˆแŒซ แ‹ญแˆ†แŠ“แˆ" แ‰ แˆ›แˆˆแ‰ต แ‰ แแ‰ตแˆ แ‰ฅแˆ”แˆญ แ‰แŒฅแˆญ 3020 (2)แˆแˆ‹แ‹ญ แ‹ฐแŠ•แŒแŒ“แˆแข

โบแ‰ แˆ˜แˆ†แŠ‘แˆ แ‰ฆแ‰ณแ‹แŠ• แ‰ฐแ‰‹แˆซแŒฉ แ‰ แŒแˆแŒฝ แ‰ฐแˆจแŠญแ‰ฆ แ‹จแˆšแŠจแˆแˆ แ‹จแˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แŠญแแ‹ซ แŠฅแŠ•แ‹ฐแˆ•แŒ‹แ‹Š แ‹แˆ แ‹ญแ‰†แŒ แˆซแˆแข

โ–ถ๏ธแ‰ แ‹šแˆ… แŒ‰แ‹ณแ‹ญ แŠฅแˆตแŠซแˆแŠ• แ‹ตแˆจแˆต แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŒแ‹ฐแˆซแˆ แŠจแแ‰ฐแŠ› แแˆญแ‹ต แ‰คแ‰ต แ‰ฅแ‰ป แ‹ˆแ‹ฐ 18 แ‹จแˆšแ‹ฐแˆญแˆฑ แŠญแˆถแ‰ฝ แ‰€แˆญแ‰ แ‹ แ‰ณแ‹ญแ‰ฐแ‹‹แˆแข

#ConstructionLaw

โ‡๏ธแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

๐ŸŒŸแˆŒแˆ‹แŠ›แ‹ แ‹จ แˆตแˆซ แ‰…แŒฅแˆญ แŠฅแŠ“ แŒจแˆจแ‰ณแ‰ฝ แˆšแ‹ˆแŒกแ‰ แ‰ต แ‰ปแŠ“แˆ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แˆˆแˆ˜แ‰€แˆ‹แ‰€แˆ @ETCONpWORK แ‹ญแŒแ‰ก

๐Ÿ“ฉแˆŠแŒฝแ‰แˆแŠ• แŠซแˆฐแ‰ก @ETCONpBOT

๐Ÿ’ซแ‰ฒแŠญแ‰ถแŠญ:๐Ÿ‘‡

www.tiktok.com/@etconp7

@etconp
๐Ÿ‘10โค3
๐Ÿ‘‰แ‹จแ‰คแ‰ต แŠฅแ‹ตแˆณแ‰ต แˆˆแˆ›แ‹ตแˆจแŒ แˆˆแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠฅแˆตแŠจ 100 แˆบแˆ… แ‰ฅแˆญ แŒ‰แ‰ฆ แŠฅแ‹จแ‰ฐแŒ แ‹จแ‰ แŠฅแŠ•แ‹ฐแˆ†แА แ‹จแˆˆแˆš แŠฉแˆซ แАแ‹‹แˆชแ‹Žแ‰ฝ แ‰ฐแŠ“แŒˆแˆฉ

๐Ÿšงแ‰ แˆˆแˆš แŠฉแˆซ แŠญแแˆˆ แŠจแ‰ฐแˆ› แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹ˆแˆจแ‹ณแ‹Žแ‰ฝ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ™ แАแ‹‹แˆชแ‹Žแ‰ฝ แ‰คแ‰ณแ‰ธแ‹แŠ• แ‹ˆแ‹ญแˆ แ‹จแŠ•แŒแ‹ต แˆฑแ‰†แ‰ปแ‰ธแ‹แŠ• แˆˆแˆ›แ‹ฐแˆต แˆแˆแŒˆแ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แˆฒแŒ แ‹ญแ‰ แŠฅแˆตแŠจ 100 แˆบแˆ… แ‰ฅแˆญ แŒ‰แ‰ฆ แŠ แˆแŒก แŠฅแ‹จแ‰ฐแ‰ฃแˆ‰ แŠฅแŠ•แ‹ฐแˆ†แА แˆˆแˆ˜แˆ แˆจแ‰ต แˆšแ‹ตแ‹ซ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โ‡๏ธ"แŠฅแŠ” แˆˆแˆแˆณแˆŒ แˆฐแˆšแ‰ต แแ‹จแˆ แ‰คแ‰ต แŠ แŠซแ‰ฃแ‰ข แАแ‹‹แˆช แАแŠแฃ แ‹จแŠ•แŒแ‹ต แ‰คแ‰ดแŠ• แ‰ตแŠ•แˆฝ แˆˆแˆ›แ‹ฐแˆต แˆแ‰ƒแ‹ต แŒ แ‹ญแ‰„ 80 แˆบแˆ… แ‰ฅแˆญ แˆตแŒ แŠ• แ‰ฐแ‰ฅแ‹ซแˆˆแˆ" แ‹ซแˆ‰ แŠ แŠ•แ‹ต แŒฅแ‰†แˆ› แˆฐแŒช แ‹ญแˆ…แˆ แ‹ซแˆˆแˆแŠ•แˆ แˆ€แแˆจแ‰ต แ‰ แŒแˆแ… แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โบแ‹จแŠญแแˆˆ แŠจแ‰ฐแˆ›แ‹ แ‹ˆแˆจแ‹ณ 10 แАแ‹‹แˆช แ‹ฐแŒแˆž แŠจแ‹šแˆ…แˆ แ‰ แ‰ฐแŒจแˆ›แˆช แ‹ญแˆ… แ‰ฅแˆญ แ‰ขแŠจแˆแˆ แŠฅแŠ•แŠณแŠ• แ‹ฐแŠ•แ‰ฆแ‰ฝ แŠจ3 แŠฅแˆตแŠจ 4 แˆ†แАแ‹ แ‰ แ‰กแ‹ตแŠ• แ‰ แˆ˜แˆแŒฃแ‰ต แˆˆแŠ แŠ•แ‹ต แˆฐแ‹ แŠฅแˆตแŠจ 10 แˆบแˆ… แ‰ฅแˆญ แŠ แˆแŒก แŠฅแŠ•แ‹ฐแˆšแˆ‰ แ‰ แˆแˆฌแ‰ต แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โบ"แˆ˜แˆตแˆซแ‰ตแˆแฃ แŠ แˆˆแˆ˜แˆตแˆซแ‰ตแˆ แŠ แˆ›แˆซแŒญ แŠฅแ‹จแˆ†แА แŠฅแ‹จแˆ†แА แŠ แ‹ญแ‹ฐแˆˆแˆ แ‹จแˆ…แ‹แ‰ฅ แŠ แŒˆแˆแŒ‹แ‹ญ แ‰ฐแ‰ฅแˆˆแ‹ แ‹จแ‰ฐแ‰€แˆ˜แŒก แˆฐแ‹Žแ‰ฝ แ‹ญแˆ…แŠ• แ‹ซแˆ…แˆ แŒˆแŠ•แ‹˜แ‰ฅ แŠจแŒ‰แ‰ฆ แ‰ฐแ‰€แ‰ฅแˆˆแ‹ แŠซแˆˆ แˆแŠ•แˆ แˆ€แแˆจแ‰ต แ‰ แ‰€แŒฅแ‰ณ แ‹ˆแ‹ฐ แ‰ฃแŠ•แŠญ แŠ แŠซแ‹แŠ•แ‰ณแ‰ธแ‹ แˆฒแ‹ซแˆตแŒˆแ‰ก แˆ›แ‹จแ‰ต แ‹ซแˆณแ‹แŠ“แˆ" แ‰ฅแˆˆแ‹ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ณแ‰ธแ‹แŠ• แ‹จแˆฐแŒกแŠ• แ‹ฐแŒแˆž แ‹จแˆฐแˆšแ‰ต แŠ–แŠญ แŠ แŠซแ‰ฃแ‰ข แАแ‹‹แˆช แ‹จแˆ†แŠ‘ แАแ‹‹แˆช แŠ“แ‰ธแ‹แข

Via Meseret Media

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๐Ÿ‘‰Preparation Process of the Variation Orders

๐ŸšงVariation orders can be either requested by the contractor or issued by the client. Processes followed in these cases slightly differ from each other.

๐ŸทIf the variation order is requested by the contractor:

1. The contractor prepares a variation order request form and submits it to the client.

2. Variation order request is reviewed and evaluated by the client and if it is found necessary the request is approved.

3. After the approval of the request for variation order, the proposed document is discussed between the client and the contractor including the effect of the variations on time and cost.

4. Upon agreement, final version of the signed variation order including the scheduling and cost breakdown is submitted to the client by the contractor.

5. Client accepts and signs the variation order and the work described in the variation order may start.

๐Ÿ’ซif the variation order is issued by the client:

1. The need for a variation is determined by the client and the variation order proposal is initiated.

2. Initiator variation order is prepared and submitted to the contractor.

3. Proposed variation order is evaluated by the contractor.

4. After the review of the contractor, the proposed document is discussed between the client and the contractor including the effect of the variations on time and cost.

5 .Upon agreement, final version of the signed variation order including the scheduling and cost breakdown is submitted to the client by the contractor.

6. Client accepts and signs the variation order and the work described in the variation order may start.

โญ๏ธIt must be noted that if by any reason the variation is deemed unnecessary for the client, then the client has the right to deny the variation order.
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