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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‘1
๐Ÿ‘‰Self-Compacting Concrete (SCC)

๐ŸทA high-performance concrete solution that ensures smooth, effortless placement while enhancing durability and structural integrity.

โบSelf-Compacting Concrete (SCC) is a highly flowable, non-segregating concrete that spreads into place under its own weight without the need for mechanical vibration.

โ–ถ๏ธIt is manufactured by adjusting the proportions of fine materials, using superplasticizers and viscosity-modifying agents (VMAs) to ensure high fluidity. Key components include cement, water, fine and coarse aggregates, superplasticizers, and, in some cases, fillers.
SCC is produced by carefully controlling the water-cement ratio to achieve the desired flowability while maintaining strength and durability.

โ–ถ๏ธIts benefits include faster placement, reduced labor costs, enhanced surface finish, and improved uniformity.

๐Ÿ’ซSCC is ideal for complex formworks, congested reinforcement, and areas requiring superior aesthetics.

โ–ถ๏ธIts ability to self-level and fill intricate shapes leads to fewer defects, improved durability, and long-term performance in structures.

๐Ÿ“œIn summary, SCC offers significant advantages in terms of ease of placement, reduced noise pollution, and improved structural integrity.

@etconp
๐Ÿ‘4
๐Ÿ‘‰แŠ แ‹ฒแˆฑ แ‹จแˆ…แŠ•แƒ แŒแŠ•แ‰ฃแ‰ณ 'แˆ˜แˆ˜แˆญแ‹ซ '

๐Ÿšงแˆ˜แˆตแŠจแˆจแˆ 3 แ‰ฐแˆแˆญแˆž แˆˆแˆแˆ‰แˆ แŠญแแˆˆ แŠจแ‰ฐแˆžแ‰ฝ แ‰ แ‰ฐแˆ‹แˆˆแˆแ‹ แ‰ แ‹šแˆ… แˆ˜แˆ˜แˆญแ‹ซ แˆ˜แˆฐแˆจแ‰ต แŠจ15 แˆœแ‰ตแˆญ แŠฅแŠ“ แ‰ แˆ‹แ‹ญ แˆตแ‹แ‰ต แ‹ซแˆ‹แ‰ธแ‹ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‹จแˆšแ‹ซแ‹‹แˆตแŠ—แ‰ธแ‹ แ‹ญแ‹žแ‰ณแ‹Žแ‰ฝ แ‹แ‰…แ‰ฐแŠ›แ‹ แ‹จแ‰ฆแ‰ณ แˆตแ‹แ‰ต แˆดแ‰ต แ‰ฃแŠญ (set back) แŠจแ‰ฐแ‰€แАแˆฐ แ‰ แŠ‹แˆ‹ แ‰ขแ‹ซแŠ•แˆต 500 แˆœแ‰ตแˆญ แŠซแˆฌ แˆ˜แˆ†แŠ• แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แ‹ญแ‹ฐแАแŒแŒ‹แˆแฃ แŠซแˆแˆ†แА แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠ แ‹ญแˆฐแŒฅแˆ แˆ›แˆˆแ‰ต แАแ‹แข

๐Ÿ’ซแ‰ แˆŒแˆ‹ แ‰ แŠฉแˆ แ‰ แАแ‹šแˆ… แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แˆ‹แ‹ญ แ‹แ‰…แ‰ฐแŠ›แ‹ แ‹จแˆ…แŠ•แƒ แ‹จแŒŽแŠ• แˆตแ‹แ‰ต (frontage) แŠจ20 แˆœแ‰ตแˆญ แ‹ซแˆ‹แАแˆฐ แˆ˜แˆ†แŠ• แŠ แˆˆแ‰ แ‰ต แ‹ญแˆ‹แˆแฃ แ‹ญแˆ…แˆ แŠซแˆแ‰ฐแˆŸแˆ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠ แ‹ญแˆฐแŒฅแˆ แˆ›แˆˆแ‰ต แАแ‹แข

@etconp
โค2
Ethio Construction Engineering
๐Ÿ‘‰แŠ แ‹ฒแˆฑ แ‹จแˆ…แŠ•แƒ แŒแŠ•แ‰ฃแ‰ณ 'แˆ˜แˆ˜แˆญแ‹ซ ' ๐Ÿšงแˆ˜แˆตแŠจแˆจแˆ 3 แ‰ฐแˆแˆญแˆž แˆˆแˆแˆ‰แˆ แŠญแแˆˆ แŠจแ‰ฐแˆžแ‰ฝ แ‰ แ‰ฐแˆ‹แˆˆแˆแ‹ แ‰ แ‹šแˆ… แˆ˜แˆ˜แˆญแ‹ซ แˆ˜แˆฐแˆจแ‰ต แŠจ15 แˆœแ‰ตแˆญ แŠฅแŠ“ แ‰ แˆ‹แ‹ญ แˆตแ‹แ‰ต แ‹ซแˆ‹แ‰ธแ‹ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‹จแˆšแ‹ซแ‹‹แˆตแŠ—แ‰ธแ‹ แ‹ญแ‹žแ‰ณแ‹Žแ‰ฝ แ‹แ‰…แ‰ฐแŠ›แ‹ แ‹จแ‰ฆแ‰ณ แˆตแ‹แ‰ต แˆดแ‰ต แ‰ฃแŠญ (set back) แŠจแ‰ฐแ‰€แАแˆฐ แ‰ แŠ‹แˆ‹ แ‰ขแ‹ซแŠ•แˆต 500 แˆœแ‰ตแˆญ แŠซแˆฌ แˆ˜แˆ†แŠ• แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แ‹ญแ‹ฐแАแŒแŒ‹แˆแฃ แŠซแˆแˆ†แА แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠ แ‹ญแˆฐแŒฅแˆ แˆ›แˆˆแ‰ต แАแ‹แข ๐Ÿ’ซแ‰ แˆŒแˆ‹ แ‰ แŠฉแˆ แ‰ แАแ‹šแˆ… แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แˆ‹แ‹ญ แ‹แ‰…แ‰ฐแŠ›แ‹ แ‹จแˆ…แŠ•แƒโ€ฆ
๐Ÿ‘‰แ‹จแ‹ˆแŒฃแ‹แŠ• แ‹จแˆดแ‰ต แ‰ฃแŠญ แˆ…แŒ แ‰ แˆ˜แŒฃแˆต แ‹จแˆšแˆฐแˆซ แŒแŠ•แ‰ฃแ‰ณแŠ• แˆฝแ‹แŠ• แ‹จแˆšแˆฐแŒก แ‰ฐแ‰†แŒฃแŒฃแˆชแ‹Žแ‰ฝ แˆ‹แ‹ญ แŠฅแˆญแˆแŒƒ แˆŠแ‹ˆแˆฐแ‹ต แАแ‹

๐Ÿšงแ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ แˆšแŠจแŠ“แ‹ˆแŠ‘ แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แˆ‹แ‹ญ แ‹จแ‹ˆแŒฃแ‹แŠ• แ‹จแˆดแ‰ต แ‰ฃแŠญ แˆ…แŒ แ‹ˆแ‹ญแˆ แˆ…แŠ•แŒปแ‹Žแ‰ฝ แŠจแˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆซแ‰… แ‹ซแˆˆแ‰ฃแ‰ธแ‹ แŠฅแˆญแ‰€แ‰ต แŠฅแŠ“ แ‹จแˆ˜แˆฌแ‰ต แˆตแ‹แ‰ตแŠ• แ‹ซแˆ‹แŒˆแŠ“แ‹˜แ‰  แŒแŠ•แ‰ฃแ‰ณ แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แŒฅแˆจแ‰ต แŠฅแ‹จแ‰ฐแ‹ฐแˆจแŒˆ แˆ˜แˆ†แŠ‘แŠ• แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ตแŠ“ แ‰แŒฅแŒฅแˆญ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แŠ แˆตแ‰ณแ‹แ‰‹แˆแกแก

๐Ÿทแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ตแŠ“ แ‰แŒฅแŒฅแˆญ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‹ญแˆ…แŠ• แ‹ซแˆตแ‰ณแ‹ˆแ‰€แ‹ แˆˆแŠ แˆตแˆซ แŠ แŠ•แ‹ฑแˆ แŠญ/แŠจแ‰ฐแˆ› แŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠฅแŠ“ แ‰แŒฅแŒฅแˆญ แŒฝ/แ‰คแ‰ต แ‰ แŒปแˆแ‹ แ‹ฐแ‰ฅแ‹ณแ‰ค แˆ‹แ‹ญ แАแ‹แกแก

โญ๏ธแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠซแ‰ขแŠ” แ‰ แˆฐแŠ” 10 แ‰€แŠ• 2016 แ‰ แˆถแˆตแ‰ฐแŠ› แˆ˜แ‹ฐแ‰ แŠ› แˆตแ‰ฅแˆฐแ‰ฃแ‹ แ‹ˆแ‰…แ‰ต แ‹แˆณแŠ” แŠซแˆณแˆˆแˆแ‰ฃแ‰ธแ‹ แŒ‰แ‹ณแ‹ฎแ‰ฝ แˆ˜แŠซแŠจแˆ แˆ…แŠ•แŒปแ‹Žแ‰ฝ แŠจแˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆซแ‰… แ‹ซแˆˆแ‰ฃแ‰ธแ‹ แŠฅแˆญแ‰€แ‰ต แˆ˜แˆ†แŠ‘ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแกแก

๐Ÿ“œแ‹แˆณแŠ”แ‹ แ‰ฐแŒแ‰ฃแˆซแ‹Š แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒ แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ แ‹จแ‰ฐแŒˆแˆˆแŒธ แ‰ขแˆ†แŠ•แˆ แŠ แŠ•แ‹ณแŠ•แ‹ต แŠ แˆตแˆแˆ‹แŒŠแ‹แŠ• แ‹จแ‹ฒแ‹›แ‹ญแŠ• แˆ›แˆปแˆปแ‹ซ แˆณแ‹ซแ‹ฐแˆญแŒ‰ แŠฅแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซแŠ“ แ‹จแŠฅแˆญแŠจแŠ• แˆ›แˆตแ‰ณแ‹ˆแ‰‚แ‹ซ แˆณแ‹ญแ‹ˆแˆตแ‹ฑ แ‹จแ‹ˆแŒฃแ‹แŠ• แˆ…แŒ แ‰ แˆ˜แŒฃแˆต แ‹ˆแ‹ฐ แŒแŠ•แ‰ฃแ‰ณ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จแˆšแˆžแŠญแˆฉ แŠ แˆแˆšแ‹Žแ‰ฝ แˆ˜แŠ–แˆซแ‰ธแ‹ แ‰ฐแˆ˜แˆ‹แŠญแ‰ทแˆแกแก

โบแŠฅแŠ•แ‹ฒแˆแˆ แ‹ญแˆ…แŠ• แˆ˜แˆฐแˆ แ‹ตแˆญแŒŠแ‰ต แ‰ แ‹จแ‹ฐแˆจแŒƒแ‹ แ‹ซแˆ‰ แˆตแАแˆแŒแ‰ฃแˆญ แ‹จแŒŽแ‹ฐแˆ‹แ‰ธแ‹ แŠ แˆ˜แˆซแˆฎแ‰ฝ แŠฅแŠ“ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‰ แˆšแˆฐแŒกแ‰ต แˆฝแ‹แŠ• แŒญแˆแˆญ แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แŠฅแŠ•แ‹ฐแˆ†แА แ‰ฃแˆˆแˆตแˆแŒฃแŠ‘ แŠ แˆตแ‰ณแ‹แ‰‹แˆแกแก

โ–ถ๏ธแ‰ แˆ˜แˆ†แŠ‘แˆ แ‰ฃแˆˆแˆตแˆแŒฃแŠ‘ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆปแˆปแ‹ซแ‹แŠ• แˆแ‰ƒแ‹ต แˆณแ‹ญแ‹แˆตแ‹ฑ แŠฅแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณ แŠญแ‰ตแ‰ตแˆแŠ“ แ‰แŒฅแŒฅแˆญ แˆณแ‹ซแ‹ตแˆญแŒ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ณ แˆ›แ‹ตแˆจแŒ แ‰ แˆแŠ•แˆ แˆ˜แˆแŠฉ แˆˆแ‹ตแˆญแ‹ตแˆญ แ‹จแˆ›แ‹ญแ‰€แˆญแ‰ฅ แŒ‰แ‹ณแ‹ญ แˆ˜แˆ†แŠ‘แŠ• แŠ แˆณแˆตแ‰งแˆ แกแก

โ‡๏ธแ‰ แ‰ฐแŒจแˆ›แˆชแˆ แˆ…แŒ แ‰ แˆ˜แŒฃแˆต แŒแŠ•แ‰ฃแ‰ณ แ‹จแˆšแ‹ซแŠจแŠ“แ‹แŠ‘ แ‰ แŠญแแˆˆ แŠจแ‰ฐแˆ›แ‰ธแ‹ แŠฅแŠ“ แ‰ แ‹ˆแˆจแ‹ณแ‰ธแ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแŠ• แ‰ฃแŒแ‰ฃแ‰ก แ‹จแˆ›แ‹ญแŠจแ‰ณแ‰ฐแˆ‰ แŠฅแŠ“ แ‹จแˆ›แ‹ญแ‰†แŒฃแŒ แˆฉ แˆ…แŒˆแ‹ˆแŒฆแ‰ฝแŠ• แŠ แ‹ญแ‰ถ แŠฅแŠ•แ‹ณแˆ‹แ‹จ แ‰ แˆ›แˆˆแ แˆฝแ‹แŠ• แ‰ แˆšแˆฐแŒก แŠ แˆ˜แˆซแˆฎแ‰ฝ แŠฅแŠ“ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ  แˆ‹แ‹ญ แ‰ฃแˆˆแˆตแˆแŒฃแŠ‘ แ‹จแˆ›แ‹ซแ‹ณแŒแˆ แŠฅแˆญแˆแŒƒ แŠฅแŠ•แ‹ฐแˆšแ‹ˆแˆตแ‹ต แŠ แˆตแŒ แŠ•แ‰…แ‰‹แˆแกแก

@etconp
๐Ÿ‘2
๐Ÿ‘‰Subbase materials for construction (typically used in roadwork or pavement design) are generally categorized into three main grades based on their quality, composition, and suitability for different applications.

๐ŸšงThese grades are defined by specifications that vary by region or country, but broadly they fall into these categories:

๐Ÿ’ซ1. Granular Subbase (GSB) - Grade I

โ–ถ๏ธHighest quality, well-graded material with a higher percentage of coarse aggregates.

โบUsed in heavily trafficked roads and highways.

โบTypically has better strength and load-bearing capacity.

๐Ÿ’ซ2. Granular Subbase (GSB) - Grade II

โ–ถ๏ธMedium quality, less coarse material compared to Grade I.
Suitable for moderately trafficked roads.

โ–ถ๏ธProvides decent load-bearing capacity but slightly lower than Grade I.

๐Ÿ’ซ3. Granular Subbase (GSB) - Grade III

โ–ถ๏ธLowest quality, finer aggregates or soil content.

โ–ถ๏ธUsed in low-traffic areas or as a lower layer beneath higher-grade materials.

โบHas lower strength and is not suitable for high-stress areas.

๐Ÿ“œEach grade has specific standards for particle size distribution, plasticity, and compaction, based on the governing agency or country's construction codes (such as AASHTO, ASTM, or local road authorities).

@etconp
๐Ÿ‘2
๐Ÿ‘‰แŠ แˆˆแˆ แŠ แ‰€แ แ‹จแŠ•แ‹ตแ แ‹แ‹ตแ‹ตแˆญ แˆˆ แŠ แˆญแŠญแ‰ดแŠญแ‰ถแ‰ฝ แŠฅแŠ“ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆžแ‹ซแ‹Žแ‰ฝ

๐ŸŒŸ100,000 แ‹ฉแˆฎ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แˆฝแˆแˆ›แ‰ต แ‹ซแˆˆแ‹แข

๐Ÿšงแ‹จแˆ˜แˆ˜แ‹แŒˆแ‰ฅแ‹ซ แŠญแแ‹ซ แŠ แˆˆแ‹

๐Ÿ“œแˆ™แˆ‰ แ‹แˆญแ‹แˆฉแŠ• แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜แ‹ แˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซ แ‰ฐแŒ แ‰…แˆ˜แ‹ แ‹ญแˆ˜แˆแŠจแ‰ฑ

๐Ÿซตแˆ˜แˆแŠซแˆ แŠฅแ‹ตแˆ๐Ÿ˜‡

๐Ÿ’ซแˆˆแˆŒแˆŽแ‰ฝแˆ แ‹ซแŒ‹แˆฉ๐Ÿ‘‡

https://tinyurl.com/32c4dvcv

@etconp
๐ŸŽ‰1
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
๐Ÿ‘‰Complete procedure of Slump test

๐ŸšงThe slump test is a standard test in the construction industry used to measure the consistency of freshly mixed concrete.

๐ŸทHere's a complete procedure for conducting a slump test:

โบPrepare Equipment: Gather the necessary equipment, including a slump cone, a tamping rod, a scoop, and a trowel.

โบSet Up: Place the slump cone on a smooth, flat surface. Ensure it's clean and free from any debris or contaminants.

โบMix Concrete: Mix the concrete sample thoroughly following the specified proportions and mixing instructions.

โบFill the Cone: Fill the slump cone in three layers of approximately equal volume, tamping each layer with the tamping rod 25 times.

โบStrike Off Excess: After filling, strike off the excess concrete from the top of the cone using the trowel.

โบLift the Cone: Lift the slump cone vertically in a steady, upward motion, allowing the concrete to flow freely. Do this without applying any lateral or twisting force to the cone.

๐Ÿ’ซMeasure Slump: Measure the difference in height between the original height of the cone and the displaced concrete slump. Use the vertical distance from the top of the cone to the highest point of the slumped concrete as the slump measurement.

๐Ÿ“œRecord Results: Record the measured slump value. This value indicates the workability and consistency of the concrete mix.

โ‡๏ธClean Equipment: Clean all equipment thoroughly after completing the test to prevent contamination in future tests.

๐Ÿ”ฐInterpret Results: Compare the measured slump value with the specified range or requirements for the project to determine if the concrete mix meets the desired consistency standards.

@etconp
๐Ÿ‘4โค1
๐Ÿ‘‰แˆฐแˆ‹แˆ แ‹ˆแ‹ต แ‹จ @etconp แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ แŠจ แ‹›แˆฌ แŒ€แˆแˆฎ แˆˆแ‰ฐแŠจแ‰ณแ‰ณแ‹ญ 15 แ‰€แŠ“แ‰ต แ‹จ แ‹ญแˆ˜แˆแˆฑ แ‹ญแˆธแˆˆแˆ™ แ•แˆฎแŒแˆซแˆ แŠ แ‹˜แŒ‹แŒ…แ‰ฐแŠ“แˆ

๐Ÿ’ซแˆฝแˆแˆ›แ‰ฑ แ‰€แˆˆแˆ แ‹ซแˆ‰ แ‹จ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŒฅแ‹ซแ‰„แ‹Žแ‰ฝ แˆฒแˆ†แŠ‘ แˆ˜แˆแˆฑ แ‰€แ‹ตแˆž แˆˆแˆ˜แˆˆแˆฐ แ‹จ แŠ แŠ•แ‹ต แ‹ˆแˆญ 1GB แŠขแŠ•แ‰ฐแˆญแŠ”แ‰ต แ“แŠฌแŒ… แŠฅแŠ•แˆแŠซแˆˆแŠ•แข

๐ŸŒŸแ‹จ แ‹แ‹ตแ‹ตแˆญ แˆ˜แˆตแˆแˆญแ‰ต แ‹จ แŒˆแƒแ‰ฝแŠ• แˆŠแŠ•แŠจ แˆ›แˆˆแ‰ตแˆ https://t.me/ETCONp แ‹ˆแ‹ฐ 10 แŒ“แ‹ฐแŠ›แ‹Ž แˆแŠจแ‹ แˆ›แˆจแŒ‹แŒˆแŒซ ScreenShoot แˆ˜แˆ‹แŠญ::

๐Ÿ“œแ‹จ แ‹›แˆฌ แŒฅแ‹ซแ‰„แ‹ซแ‰ฝแŠ• 6:00 แˆฒแˆ แ‹ญแˆˆแŒ แ‹แˆ! แ‰ฐแ‹˜แŒ‹แŒ๐Ÿ™

@etconp
โœ‹แ‹จ แ‹ญแˆ˜แˆแˆฑ แ‹ญแˆธแˆˆแˆ™ แŒฅแ‹ซแ‰„ 1โƒฃ

๐Ÿ’ซแˆฐแˆ‹แˆ แˆฐแˆ‹แˆ แ‹แ‹ต แ‹จแ‰ปแŠ“แˆ‹แ‰ฝแŠ• แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ แŠ แˆแŠ• 1GB Internet Package แ‹จแˆšแ‹ซแˆธแˆแˆ แŠ แŠ•แ‹ต แŒฅแ‹ซแ‰„ แŠฅแŠ•แŒ แ‹ญแ‰ƒแˆˆแŠ• แ‰€แ‹ตแˆž แ‰ แ‰ตแŠญแŠญแˆ แˆˆแˆ˜แˆˆแˆฐ 1 แ‰คแ‰ฐแˆฐแ‰ฃแ‰ฝแŠ• แˆฝแˆแˆ›แ‰ฑแŠ• แ‹จแˆแŠ“แ‹ฐแˆญแˆต แ‹ญแˆ†แŠ“แˆแข

๐Ÿ‘‰แ‹จ แ‹›แˆฌ แŒฅแ‹ซแ‰„แ‹ซแ‰ฝแŠ•...๐Ÿ‘‡

๐Ÿ‘Š calculate the shear modulus of elasticity (G)

โžก๏ธWhere Given๐Ÿ‘‡

โบthe modulus of elasticity (E)= 207 X 10โน N/mยฒ (steel)

โบPoisson's ratio (ฮฝ)= 0.28 (steel)


๐ŸšงBased On The Above Data Choose The Correct Answer

A)108 x 10โธ N/mยฒ
B)80.8 X 10โน N/mยฒ
C)108 x 10โน N/mยฒ
D) 80.8 x 10โธ N/mยฒ

โžก๏ธแˆ˜แˆแˆณแ‰น แŒแˆแ… แŠฅแŠ“ แŠจแА แˆ™แˆ‰ แŠณแˆแŠฉแˆŒแˆฝแŠ• แŠฅแˆตแŠจ แˆ›แ‰ณ 12:00 @ETCONpBOT แ‹ญแˆ‹แŠฉแˆแŠ•แข

โšก๏ธแˆ›แˆณแˆฐแ‰ฅแ‹ซ แ‹แ‹ตแ‹ตแˆฉแŠ• แˆˆแˆ˜แˆ˜แ‹แŒˆแ‰ฅ แ‹จ แŒแ‹ต ๐Ÿ‘‰ @ETCONp ๐Ÿ‘ˆ แŠฅแˆแ‰ฐแˆˆแ‹‹แŠ• แˆŠแŠ•แŠญ แˆˆ 10 แŒ“แ‹ฐแŠžแ‰ปแ‰น แ‰  Message แˆ˜แˆ‹แŠญ แŠฃแˆˆแ‰ฃแ‰น แ‹ˆแ‹ญแˆ แˆŠแŠ•แŠซแ‰ฝแŠ• แ‰  แŒแˆฉแ• แˆ‹แ‹ญ แ‹ญแˆˆแŒฅแ‰แ‰ต แŠฅแŠ•แ‹ฒแˆแˆ แ‹จแˆ‹แŠซแ‰ฝแˆแ‰ แ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ Screen Shoot แŠฃแˆญแŒ‹แ‰น แˆ‹แŠฉแˆแŠ•::

๐Ÿ“œแˆ…แŒ‰แŠ• แ‹ซแˆ‹แˆŸแˆ‹ แŠจแ‹แ‹ตแ‹ตแˆฉ แ‹แŒช แ‹ญแˆ†แŠ“แˆแข

@etconp
โค1
Ethio Construction Engineering
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๐Ÿ‘‰HARDCORE

โ–ถ๏ธHardcore is among the building elements which needs to be given prior attention in building construction process.

๐ŸšงWANT IS HARDCORE

โบHardcore as the name suggest is the name given to the filling Materials such as broken bricks, or stone, which are hard and do not absorb water or deteriorate.

โบThis hardcore is spread over the site within the external walls of the building to raise the finished surface of the site concrete. The hardcore should be spread, level and compacted until it forms a compact bed for the over site concrete.

โบThe thickness of the hardcore bed is usually from 100 to 300 mm thick. The hardcore bed serves as a solid working base for building and as a bed for the concrete over site as earlier mentioned.

โบMaterials for hardcore should therefore be clean and free from impurities like clay which if in contact with broken bricks or gravel would present capillary Parth for moisture to rise, similarly, the materials should be chemically free , for example,  if soluble sulphate that is in combination with water combine with cement can cause concrete to disintegrate.

๐ŸŽฒMATERIALS USED FOR HARDCORE

โ–ถ๏ธThere are various types of materials which can be used as hardcore but I will select only three among them.

โญ๏ธ1. BRICK OR TILE RUBBLE : Clean, hard broken bricks or tile are an excellent materials for hardcore, the only thing we should put in mind is that the bricks should not contain amount of soluble sulphate.

โญ๏ธ2. CONCRETE RUBBLE : Clean, broken, well graded concrete is another excellent material for hardcore. 

โ–ถ๏ธThe concrete should be free from plaster and other building materials.

โญ๏ธ3. GRAVEL AND CRUSHED HARD ROCK : Clean, well graded gravel or crushed hard rock are both excellent, but somewhat expensive materials for hardcore.

๐Ÿ“œDAMP PROOF MEMBRANE

โ–ถ๏ธThe building bylaws required damp proof membrane to be laid under the hardcore as a barrier to moisture rising from ground.

๐ŸทOn site where the ground is wet or damp, it is advisable to lay polyethylene sheet membrane

@etconp
๐Ÿ‘3
๐Ÿ‘‰แˆตแˆˆ โ€œSpecificationโ€ แˆฐแАแ‹ต

๐Ÿšงแ‰ 'FIDIC multilateral Development Bank Harmonized edition 2010 แˆ•แŒ แˆ˜แˆฐแˆจแ‰ต โ€œSpecificationโ€ แ‹จแ‰ฐแ‰ฃแˆˆ แˆฐแАแ‹ต แ‰ แŒแŠ•แ‰ฃแ‰ณ แ‹แˆ แ‹แˆตแŒฅ แˆ˜แŠซแ‰ฐแ‰ต แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แŒแˆแŒฝ แАแ‹แข

๐Ÿ“œแˆตแˆˆ แˆฐแАแ‹ฑ แˆแŠ•แŠ•แАแ‰ต  โ€œSpecificationโ€ means the document entitled specification, as included in the Contract, and any additions and modifications to the specification in accordance with the Contract. Such document specifies the Works แ‹ญแˆ‹แˆแข

๐ŸทแАแŒˆแˆญ แŒแŠ• แ‰ แˆ€แŒˆแˆซแ‰ฝแŠ• แŠ แ‰ฅแ‹›แŠžแ‰น แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹แˆŽแ‰ฝ (contract documents) แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ แŠ แ‹ญแ‹ฐแˆˆแˆแข

โ–ถ๏ธแˆตแˆˆแŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ฑ แˆฅแˆซ แ‹แˆญแ‹แˆญแฃ แˆตแˆˆแˆšแŒ แ‰€แˆ™แ‰ต แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒแ‰ฅแŠ แ‰ต แ‹แˆญแ‹แˆญ แˆ›แ‰ฅแˆซแˆชแ‹ซ (แ‹จแˆแˆญแ‰ต แŠ แ‹ญแАแ‰ตแฃ แˆแŠฌแ‰ตแฃ แˆ˜แŒ แŠ•แฃ แŒฅแˆซแ‰ต)แฃ แˆตแˆˆแˆšแ‹ซแˆตแˆแˆแŒˆแ‹ แ‹จแˆฐแ‹ แŠฅแŠ“ แ‹จแˆ›แˆบแАแˆช แ‹แˆญแ‹แˆญ แ‹จแˆšแ‹ซแˆตแˆจแ‹ณ แ‹จแ‹แˆ แˆฐแАแ‹ต แŠ แŠซแˆ แАแ‹แข

๐Ÿ’ซแ‹ญแˆ… แˆฐแАแ‹ต แ‰ แ‰ฅแ‹™แ‹Žแ‰น แ‹แˆŽแ‰ฝ แ‹แˆตแŒฅ แ‹จแ‰ฐแˆˆแˆ˜แ‹ฐ แŠ แˆˆแˆ˜แˆ†แŠ‘ แ‹จแŒแ‰ฅแŠ แ‰ต (Material) แŒฅแˆซแ‰ต แŒฅแ‹ซแ‰„แฃ แ‹จแŒŠแ‹œ แˆ˜แŒ“แ‰ฐแ‰ต แ‰…แˆฌแ‰ณ แŠฅแŠ“ แ‹จแ‰ฐแŒจแˆ›แˆช แ‹‹แŒ‹ แŠญแˆญแŠญแˆญ แŠ แ‹ซแˆตแАแˆณ แ‹ญแŒˆแŠ›แˆแข

๐ŸซตแŠฅแˆญแˆตแ‹Ž แ‰ แˆšแˆฐแˆฉแ‰ แ‰ต แ‹ตแˆญแŒ…แ‰ต โ€œSpecificationโ€ แ‹จแˆšแ‰ฃแˆˆแ‹แŠ• แˆฐแАแ‹ต แŠ แ‹˜แŒ‹แŒ…แ‰ฐแ‹ แ‹ˆแ‹ญแˆ แ‰ฐแŒ แ‰…แˆ˜แ‹ แ‹ซแ‹แ‰ƒแˆ‰?

#ConstructionLaw

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

๐Ÿ“œแˆˆ แˆตแˆซ แŠฅแŠ“ แŒจแˆจแ‰ณแ‹Žแ‰ฝ แˆแŠ•แˆˆแ‰…แ‰ แ‰ต แ‰ปแŠ“แˆ แˆˆแˆ˜แ‰€แˆ‹แ‰€แˆ๐Ÿ‘‰ @ETCONpWORK

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

๐Ÿ’ซแ‰ฒแŠญแ‰ถแŠญ:๐Ÿ‘‡

www.tiktok.com/@etconp7

@etconp
๐Ÿ‘5โค1
Ethio Construction Engineering
โœ‹แ‹จ แ‹ญแˆ˜แˆแˆฑ แ‹ญแˆธแˆˆแˆ™ แŒฅแ‹ซแ‰„ 1โƒฃ ๐Ÿ’ซแˆฐแˆ‹แˆ แˆฐแˆ‹แˆ แ‹แ‹ต แ‹จแ‰ปแŠ“แˆ‹แ‰ฝแŠ• แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ แŠ แˆแŠ• 1GB Internet Package แ‹จแˆšแ‹ซแˆธแˆแˆ แŠ แŠ•แ‹ต แŒฅแ‹ซแ‰„ แŠฅแŠ•แŒ แ‹ญแ‰ƒแˆˆแŠ• แ‰€แ‹ตแˆž แ‰ แ‰ตแŠญแŠญแˆ แˆˆแˆ˜แˆˆแˆฐ 1 แ‰คแ‰ฐแˆฐแ‰ฃแ‰ฝแŠ• แˆฝแˆแˆ›แ‰ฑแŠ• แ‹จแˆแŠ“แ‹ฐแˆญแˆต แ‹ญแˆ†แŠ“แˆแข ๐Ÿ‘‰แ‹จ แ‹›แˆฌ แŒฅแ‹ซแ‰„แ‹ซแ‰ฝแŠ•...๐Ÿ‘‡ ๐Ÿ‘Š calculate the shear modulus of elasticity (G) โžก๏ธWhere Given๐Ÿ‘‡ โบthe modulus of elasticity (E)= 207โ€ฆ
๐Ÿ‘‰แ‹จ แ‹›แˆฌ แ‹จ แ‹ญแˆ˜แˆแˆฑ แ‹ญแˆธแˆˆแˆ™ แŒฅแ‹ซแ‰…แ‹ซแ‰ฝแŠ• แ‰ฅแ‹™แ‹Žแ‰ฝ แ‰ฅแ‰ตแˆ˜แˆแˆฑแˆ แˆŠแŠ•แŠซแ‰ฝแŠ• แˆˆ 10 แˆฐแ‹ แ‹จแˆ‹แŠจ แ‰ฅแ‰ป แ‰ฐแˆธแˆ‹แˆš แ‹ญแˆ†แŠ“แˆ แ‰ฅแˆˆแŠ• แˆฐแˆˆแАแ‰ แˆญ แˆ›แŠ•แˆ แˆฐแ‹ แŠ แˆ‹แŠจแˆ แˆตแˆˆแ‹šแˆ… แ‹›แˆฌ แ‰ฐแˆธแˆ‹แˆš แŠ แ‹ญแŠ–แˆญแˆ!

๐Ÿ’ซแАแŒˆแˆ แˆŒแˆ‹ แŒฅแ‹ซแ‰„ แŠ แ‹˜แŒ‹แŒ…แ‰ฐแŠ“แˆ แŠจ แ‰€แŠ‘ 6:00 แ‰ฐแˆณแ‰ฐแ‰

๐Ÿ“œแ‹จแ‹›แˆฌ แŒฅแ‹ซแ‰„ แˆ˜แˆแˆต แŠฅแŠ•แˆ†

๐ŸšงAnswer is  B

Given

๐Ÿ“Œ E= 207 x 10โน N/mยฒ (modulus of elasticity)

๐Ÿ“Œ ฮฝ = 0.28(steel)


Required

G( shear modulus of elasticity) =?


Solution

G= E/2*(1+v)
G= 207ร—10^9/(2*(1+0.28))
G= 80.8ร—10^9

The answer is B

@etconp
๐Ÿ‘1
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

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˜แ‰แˆจแŒซ แˆ˜แ‰ฅแˆปแŠ“  แˆ›แŒ แŠแ‹ซ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แŠฅแŠ“แ‰ แŒƒแˆˆแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แŠฅแŠ“แŒฅแ‹แˆˆแŠ•

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแŠ•แˆฐแˆซแˆˆแŠ•

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

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๐Ÿ‘‰A residential drainage system during rainfall.

๐ŸšงThe foundation drain surrounds the house, capturing groundwater to prevent water buildup around the foundation.

โ–ถ๏ธThe lateral pipe connects the foundation drain to the storm sewer, safely directing excess water away from the house.

โ–ถ๏ธThe system separates stormwater from the city sanitary sewer, ensuring that rainwater does not overburden the sewage system.

โ–ถ๏ธThis type of drainage design protects the home from flooding and structural damage, efficiently managing both groundwater and surface runoff.

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๐Ÿ‘3
Sustainable-Cities-Through-Transport-240910.pdf
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๐Ÿ‘‰แŒ แ‰ƒแˆš  แŠ แ‹ฒแˆต แˆ˜แŒฝแˆ€แ

๐Ÿ’ซ"Sustainable cities through Transport: Optimising Urban Investments in Africa" แ‰ แˆšแˆ แˆญแ‹•แˆต แ‹˜แˆ‹แ‰‚ แŠจแ‰ฐแˆ›แŠ• แ‰ แŠฅแŠ•แ‰…แˆตแ‰ƒแˆด แŠฅแŠ•แ‹ดแ‰ต แˆ˜แแŒ แˆญ แŠฅแŠ•แ‹ฐแˆšแ‰ปแˆ แ‹จแˆšแ‹ซแˆ˜แˆˆแŠญแ‰ต แˆ˜แŒฝแˆ€แ แŠจแ‹šแˆ… แ…แˆแ แ‰ แ’แ‹ฒแŠคแ แ‰ฐแ‹ซแ‹ญแ‹˜แ‹‹แˆ แŠ แ‹แˆญแ‹ถ แˆ˜แŒ แ‰€แˆ แ‹ญแ‰ปแˆ‹แˆแข

๐Ÿ“œแˆ˜แŒฝแˆ€แ‰ แ‰  Sept 2024 แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แˆˆแŠจแ‰ฐแˆ› แŠ แ‰ƒแŒ†แ‰ฝ แŠฅแŒ…แŒ แŒ แ‰ƒแˆš แ‹จแˆ†แА แˆ˜แŒฝแˆ€แ แАแ‹แข

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๐Ÿ‘2โค1
โœ‹แ‹จ แ‹ญแˆ˜แˆแˆฑ แ‹ญแˆธแˆˆแˆ™ แŒฅแ‹ซแ‰„ 2โƒฃ

๐Ÿ’ซแˆฐแˆ‹แˆ แˆฐแˆ‹แˆ แ‹แ‹ต แ‹จแ‰ปแŠ“แˆ‹แ‰ฝแŠ• แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ แŠ แˆแŠ• 1GB Internet Package แ‹จแˆšแ‹ซแˆธแˆแˆ แŠ แŠ•แ‹ต แŒฅแ‹ซแ‰„ แŠฅแŠ•แŒ แ‹ญแ‰ƒแˆˆแŠ• แ‰€แ‹ตแˆž แ‰ แ‰ตแŠญแŠญแˆ แˆˆแˆ˜แˆˆแˆฐ 1 แ‰คแ‰ฐแˆฐแ‰ฃแ‰ฝแŠ• แˆฝแˆแˆ›แ‰ฑแŠ• แ‹จแˆแŠ“แ‹ฐแˆญแˆต แ‹ญแˆ†แŠ“แˆแข

๐Ÿ‘‰แ‹จ แ‹›แˆฌ แŒฅแ‹ซแ‰„แ‹ซแ‰ฝแŠ•...๐Ÿ‘‡

๐Ÿ‘Š ๐Ÿ‘‰1. Drive w=Dยฒ x Length of the bar 162
                        

โžก๏ธแˆ˜แˆแˆณแ‰น แŒแˆแ… แŠฅแŠ“ แŠจแА แˆ™แˆ‰ แŠณแˆแŠฉแˆŒแˆฝแŠ• แŠฅแˆตแŠจ แˆ›แ‰ณ 12:00 @ETCONpBOT แ‹ญแˆ‹แŠฉแˆแŠ•แข

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๐Ÿ“œแˆ…แŒ‰แŠ• แ‹ซแˆ‹แˆŸแˆ‹ แŠจแ‹แ‹ตแ‹ตแˆฉ แ‹แŒช แ‹ญแˆ†แŠ“แˆแข

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