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๐Ÿ‘‰62 แ‹ˆแˆˆแˆ แˆ…แŠ•แŒป แŒจแˆจแ‰ณ

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠƒแ‹ญแˆ แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆœแŠญแˆฒแŠฎ แŠ แŠจแ‰ฃแ‰ข แˆˆแˆšแ‹ซแˆตแŒˆแАแ‰ฃแ‹‰ แ‰ฃแˆˆ 62 แŽแ‰… แ‹‹แŠ“ แˆ˜แˆฅแˆชแ‹ซ แ‰คแ‰ต แˆ•แŠ•แƒ แŒแŠ•แ‰ฃแ‰ณ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹จแ‰…แ‹ตแˆ˜-แˆ›แŒฃแˆชแ‹ซ แŒจแˆจแ‰ณ แˆ›แ‹‰แŒฃแ‰ฑแŠ• แŠ แˆตแ‰ณแ‹‰แ‰‹แˆ แข

แ‹ญแˆ… แŒแ‹™แ แˆ•แŠ•แƒ แ‰ 445 แˆšแˆŠแ‹ฎแŠ• แ‹จแŠ แˆœแˆชแŠซ แ‹ถแˆ‹แˆญ แ‹จแˆšแŒˆแˆ˜แ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹จแˆšแŠซแˆ„แ‹ตแ‰ แ‰ต แˆฒแˆ†แŠ•แฃ แŠขแŠขแŠƒ แ‰ แŠ•แŒแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ‹˜แˆญแ แˆแ‹ฉ แˆ™แ‹ซ แ‹ซแˆ‹แ‰ธแ‹แŠ• แ‹“แˆˆแˆ แŠ แ‰€แ แ‰ฐแ‰‹แˆซแŒญ แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แˆˆแŒจแˆจแ‰ณแ‹ แŠฅแŠ•แ‹ฒแ‹ˆแ‹ณแ‹ฐแˆฉ แŒ‹แ‰ฅแ‹Ÿแˆแข

แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃแ‹ แ‹จแ‹แ‹ญแŠ“แŠ•แˆต แˆ›แ‹•แŠจแˆ แ‰ 20,792 แŠซแˆฌ แˆœแ‰ตแˆญ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹จแˆšแŒˆแАแ‰ฃแ‹ แ‹ญแˆ… แˆ•แŠ•แƒ แ‰ แŠขแŠ•แŒ‚แАแˆชแŠ•แŒแฃ แŒแ‹ฅ แŠฅแŠ“ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• (EPC) แ‹จแ‹แˆ แ‹“แ‹ญแАแ‰ต แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แˆฒแˆ†แŠ•แฃ แˆฒแŒ แŠ“แ‰€แ‰…แˆ 197,800 แŠซแˆฌ แˆœแ‰ตแˆญ แ‹จแˆ†แА แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‹จแ‹ˆแˆˆแˆ แˆตแ‹แ‰ต แŠฅแŠ“ 327.5 แˆœแ‰ตแˆญ แŠจแแ‰ณ แŠฅแŠ•แ‹ฐแˆšแŠ–แˆจแ‹แŠ“ แ‰  4 แ‹“แˆ˜แ‰ณแ‰ต แ‹‰แˆตแŒฅ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‰…แ‹ต แ‰ฐแ‹ญแ‹Ÿแˆแข

แ‰ฐแ‰‹แˆ™ แ‹ญแˆ…แŠ•แŠ• แ•แˆฎแŒ€แŠญแ‰ต แˆˆแˆ˜แŠ•แ‹ฐแแŠ“ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จแˆšแ‹ซแˆตแˆแˆแŒˆแ‹แŠ• แ‹จแ‰…แ‹ตแˆ˜-แˆ›แŒฃแˆชแ‹ซ แˆ›แˆ˜แˆแŠจแ‰ป แ‰ แŠ แˆˆแˆ แŠ แ‰€แ แ‹ฐแˆจแŒƒ แ‰ แˆ˜แŒ‹แ‰ แ‹™แฃ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‰ แ‹แ‹ญแŠ“แŠ•แˆตแŠ“ แ‰ แ‰ดแŠญแŠ’แŠญ แŠ แ‰…แˆ›แ‰ธแ‹ แ‹จแ‰ฐแ‹ˆแˆฐแŠ‘ แˆ˜แˆตแˆแˆญแ‰ถแ‰ฝแŠ• แŠฅแŠ•แ‹ฒแ‹ซแˆŸแˆ‰ แŒ แ‹ญแ‰‹แˆแข

แ‰ แ‰ฐแˆˆแ‹ญแˆ แŠ แˆ˜แˆแŠซแ‰พแ‰ฝ แ‰ฃแˆˆแ‰แ‰ต แŠ แˆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‹จแŠฆแ‹ฒแ‰ต แˆชแ–แˆญแ‰ณแ‰ธแ‹แŠ• แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แŠ แˆ›แŠซแŠ แ‰ขแ‹ซแŠ•แˆต 230 แˆšแˆŠแ‹ฎแŠ• แ‹จแŠ แˆœแˆชแŠซ แ‹ถแˆ‹แˆญ แ‹“แˆ˜แ‰ณแ‹Š แŒˆแ‰ข แˆ›แ‰…แˆจแ‰ฅ แ‹ญแŒ แ‰ แ‰…แ‰ฃแ‰ธแ‹‹แˆแข แŠจแ‰ดแŠญแŠ’แŠญ แŠ แŠ•แŒปแˆญ แ‹ฐแŒแˆž แ‰ขแ‹ซแŠ•แˆต แˆˆ10 แ‹“แˆ˜แ‰ณแ‰ต แ‰ แŒแŠ•แ‰ฃแ‰ณ แˆ‹แ‹ญ แˆแˆแ‹ต แ‹ซแˆ‹แ‰ธแ‹แŠ“ แŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ณแ‰ธแ‹ แ‰ขแ‹ซแŠ•แˆต 370 แˆšแˆŠแ‹ฎแŠ• แ‹จแŠ แˆœแˆชแŠซ แ‹ถแˆ‹แˆญ แ‹‹แŒ‹ แ‹ซแˆ‹แ‰ธแ‹ แ‰ฐแˆ˜แˆณแˆณแ‹ญ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แ‰ แ‰ฐแˆณแŠซ แˆแŠ”แ‰ณ แ‹ซแŒ แŠ“แ‰€แ‰ แˆ˜แˆ†แŠ• แŠ แˆˆแ‰ฃแ‰ธแ‹แข

แ‹จแŠ•แ‹ตแ แŠฅแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณ แŠญแ‰ตแ‰ตแˆ แŠ แˆ›แŠซแˆช แ‰ แˆ˜แˆ†แŠ• แ‹ณแˆญ แŠ แˆ-แˆƒแŠ•แ‹ณแˆณ (แˆปแ‹จแˆญ แŠฅแŠ“ แŠ แŒ‹แˆฎแ‰ฝ) แˆ˜แˆ˜แˆจแŒกแŠ• แ‹ซแˆณแ‹ˆแ‰€แ‹‰ แ‰ฐแ‰‹แˆ™ แฃ แ‹ญแˆ… แ•แˆฎแŒ€แŠญแ‰ต แˆฒแŒ แŠ“แ‰€แ‰… แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹จแŠ•แŒแ‹ต แŠฅแŠ•แ‰…แˆตแ‰ƒแˆด แˆ‹แ‹ญ แ‰ตแˆแ‰… แŠ แˆปแˆซ แŠจแˆ˜แŒฃแˆ‰แˆ แ‰ แˆ‹แ‹ญ แˆˆแŠ แŠซแ‰ฃแ‰ข แŒฅแ‰ แ‰ƒ แ‹˜แˆญแ แŠ แˆญแŠ แ‹ซ แŠฅแŠ•แ‹ฐแˆšแˆ†แŠ• แ‰ฐแˆตแ‹ แ‹ญแ‹ฐแˆจแŒ‹แˆ แˆ˜แ‰ฃแˆ‰แŠ• แŠซแ’แ‰ณแˆ แˆฐแˆแ‰ทแˆแข

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๐Ÿ‘12โค3๐Ÿ‘3
๐Ÿ‘‰แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แ‹แŒคแ‰ณแˆ› แˆฅแˆซ แŠฅแ‹ซแŠจแŠ“แ‹ˆแАแ‰ฝ แˆ˜แˆ†แŠ— แ‰ฐแŒˆแˆˆแŒธ

แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แ‹จแˆฅแˆซ แ‹•แ‹ตแˆ แŠจแˆ˜แแŒ แˆญ แ‰ฃแˆˆแˆ แ‹จแ‹œแŒŽแ‰ฝแŠ• แ‹จแŠ‘แˆฎ แ‹ฐแˆจแŒƒ แ‰ แ‹˜แˆ‹แ‰‚แАแ‰ต แ‹จแˆšแ‹ซแˆปแˆฝแˆ แ‹แŒคแ‰ต แŠฅแ‹ซแˆตแˆ˜แ‹˜แŒˆแ‰ แ‰ฝ แˆ˜แˆ†แŠ—แŠ• แ‹จแŠจแ‰ฐแˆ›แŠ“ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แˆšแŠ’แˆตแ‰ตแˆญ แŒซแˆแ‰ฑ แˆณแŠ’ แŒˆแˆˆแŒนแข

20แŠ›แ‹ แ‹จแ‹“แˆˆแˆ แˆฅแˆซ แ‹ตแˆญแŒ…แ‰ต แ‰ แˆฅแˆซ แˆ‹แ‹ญ แ‹จแ‰ฐแˆ˜แˆ แˆจแ‰ฐ แ‹จแ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แˆŒแ‰จแˆญ แ‰คแ‹แ‹ต แ•แˆซแŠญแ‰ฒแˆฝแАแˆญแˆต แŠ แˆ…แŒ‰แˆซแ‹Š แˆตแ‰ฅแˆฐแ‰ฃ โ€œแ‹จแˆ›แ‹ญแ‰ แŒˆแˆญ แˆ›แŠ…แ‰ แˆจแˆฐแ‰ฅ แŠฅแŠ“ แŒคแŠ“แˆ› แŠ แŠซแ‰ฃแ‰ขแค แ‹จแˆฐแ‹ แŠƒแ‹ญแˆแŠ• แ‰ แ‰ฅแ‹›แ‰ต แ‹จแˆšแŒ แ‰€แˆ™ แ‹จแŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ•แˆฎแŒแˆซแˆ แŠ แŠซแˆ„แ‹ถแ‰ฝโ€ แ‰ แˆšแˆ แˆ˜แˆช แˆแˆณแ‰ฅ แ‰ แŠ แแˆชแŠซ แˆ•แ‰ฅแˆจแ‰ต แŠฅแ‹จแ‰ฐแŠซแˆ„แ‹ฐ แАแ‹แข

แˆšแŠ’แˆตแ‰ตแˆญ แŒซแˆแ‰ฑ แ‰ แ‹šแˆ… แ‹ˆแ‰…แ‰ตแค แˆตแ‰ฅแˆฐแ‰ฃแ‹ แ‹จแˆฅแˆซ แ‹•แ‹ตแˆ แˆแŒ แˆซแŠ•แฃ แ‹ตแˆ…แАแ‰ต แ‰…แАแˆณแŠ•แŠ“ แแ‰ตแˆแ‹Š แ‰ฐแŒ แ‰ƒแˆšแАแ‰ตแŠ• แˆˆแˆ›แˆจแŒ‹แŒˆแŒฅ แ‹จแˆšแ‹ซแˆตแ‰ฝแˆ‰ แˆแˆณแ‰ฆแ‰ฝ แ‰ แˆ›แแˆˆแ‰… แ‹จแŒ‹แˆซ แŠ แŠ•แ‹ตแАแ‰ต แŠฅแŠ“ แ‰แˆญแŒ แŠแАแ‰ต แ‹จแˆแŠ“แˆณแ‹ญแ‰ แ‰ต แАแ‹ แ‰ฅแˆˆแ‹‹แˆแข

แ‰ แŠ แˆแŠ‘ แ‹ˆแ‰…แ‰ต แˆˆแˆฅแˆซ แˆแŒ แˆซ แ‰ฝแŒแˆญ แŠจแˆ†แŠ‘แ‰ต แˆ˜แŠซแŠจแˆแˆแค แ‹จแŠ แ‹จแˆญ แŠ•แ‰ฅแˆจแ‰ต แˆˆแ‹แŒฅแฃ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚ แŠ แ‰…แˆ แˆแ‹ฉแАแ‰ตแฃ แŒ‚แŠฆ แ–แˆˆแ‰ฒแŠซแ‹Š แŒแŒญแ‰ต แ‰ฐแŒ แ‰ƒแˆฝ แŠ“แ‰ธแ‹ แˆ›แˆˆแ‰ณแ‰ธแ‹แŠ• แŠขแ‹œแŠ  แ‹˜แŒแ‰งแˆแกแก

แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠจแ‹“แˆˆแˆ แ‹จแˆฅแˆซ แ‹ตแˆญแŒ…แ‰ต แŒ‹แˆญ แ‰ แ‰…แˆญแ‰ แ‰ต แŠฅแŠ•แ‹ฐแˆแ‰ตแˆ แˆซ แŒˆแˆแŒธแ‹แค แˆ˜แŠ•แŒแˆฅแ‰ต แˆˆแˆฅแˆซ แˆแŒ แˆซแฃ แˆˆแ‹˜แˆ‹แ‰‚ แˆแˆ›แ‰ตแฃ แ‹จแˆ›แ‹ญแ‰ แŒˆแˆญ แˆ›แŠ…แ‰ แˆจแˆฐแ‰ฅ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‰แˆญแŒ แŠ› แˆ˜แˆ†แŠ‘แŠ• แŠ แˆจแŒ‹แŒแŒ แ‹‹แˆแกแก
แ‰ แ‰ฐแˆˆแ‹ญ แ‰ แˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แˆ‹แ‹ญ แ‰ตแŠฉแˆจแ‰ต แ‰ แˆ›แ‹ตแˆจแŒ แŠจแˆฅแˆซ แ‹•แ‹ตแˆ แ‰ฃแˆˆแˆ แ‹จแ‹œแŒŽแ‰ฝแŠ• แ‹จแŠ‘แˆฎ แˆแŠ”แ‰ณ แˆˆแˆ›แˆปแˆปแˆ แŠฅแ‹จแ‰ฐแˆ แˆซ แˆ˜แˆ†แŠ‘แŠ•แˆ แŒ แ‰…แˆฐแ‹‹แˆแกแก

แŒแ‰ฆแ‰ฝแŠ• แˆˆแˆ›แˆณแŠซแ‰ต แ‰ แˆ˜แŠ•แŒแˆฅแ‰ณแ‰ตแฃ แ‰ แ‰ตแˆแˆ…แˆญแ‰ต แ‰ฐแ‰‹แˆ›แ‰ต แŠฅแŠ“ แ‰ แŒแˆ‰ แ‹˜แˆญแ แˆ˜แŠซแŠจแˆ แ‰ตแ‰ฅแ‰ฅแˆญ แˆ˜แแŒ แˆญ แŠฅแŠ•แ‹ฐแˆšแŒˆแ‰ฃแˆ แŠ แˆตแŒˆแŠ•แ‹แ‰ แ‹‹แˆแกแก

@etconp
๐Ÿ‘7๐Ÿ˜ญ5
๐Ÿ‘‰The type of bitumen used for a prime coat๐Ÿ‘‡

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Ethio Construction Engineering
๐Ÿ‘‰The type of bitumen used for a prime coat๐Ÿ‘‡ @etconp
๐Ÿ‘‰The type of bitumen used for a prime coat typically depends on the project specifications, climate, and base material, but the most common types are:

๐Ÿšง1. Cutback Asphalt:

โบMedium-curing (MC) grades, like MC-30 or MC-70, are widely used. These are bitumen diluted with a solvent (e.g., kerosene) to reduce viscosity, allowing better penetration into the base. The solvent evaporates, leaving a sticky bitumen film.

๐Ÿšง2. Emulsified Asphalt:

โบAsphalt emulsions, such as CSS-1 or SS-1, are bitumen droplets suspended in water with an emulsifying agent.

โบTheyโ€™re environmentally friendly (less solvent use) and suitable for damp bases, breaking down to leave a bitumen residue.

๐Ÿšง3. Penetration-Grade Bitumen:

โบLess common, but low-viscosity grades (e.g., 80/100 or 120/150 penetration) may be used in specific cases, often heated to improve flow.

๐ŸทSelection Factors:

- Base Type: Granular or stabilized bases may favor cutbacks for deeper penetration; emulsions work better on finer or damp surfaces.
- Climate: Cutbacks are preferred in warmer climates for faster curing; emulsions suit cooler or humid conditions.
- Environmental Regulations: Emulsions are favored where solvent emissions are restricted.
- Availability: Local supply often dictates the choice.

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๐Ÿ‘26โค2
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๐Ÿ‘3โค1
๐Ÿ‘‰FIDIC Red Book 2nd Edition of 2017: Sub-Clause 13.3 Variation Procedure*

*Introduction*

Sub-Clause 13.3 of the FIDIC Red Book 2nd Edition of 2017 outlines the variation procedure, which is a crucial aspect of contract administration. This sub-clause provides a structured approach to managing changes to the original scope of work, ensuring that both parties are aware of their obligations and responsibilities.

*Variation by Instruction (Sub-Clause 13.3.1)*
Sub-Clause 13.3.1 deals with variations initiated by the Engineer through an instruction. The Engineer may issue a variation by giving a notice describing the required change and stating any requirements for recording costs, in accordance with Sub-Clause 3.5 (Engineer's Instructions).

The Contractor is required to:

* Proceed with executing the varied works
* Submit detailed particulars, including:

    - Description of the varied work performed or to be performed
    - Programme for execution and any necessary modifications
    - Proposal for adjusting the Contract Price, including estimated quantities and costs

These detailed particulars must be submitted within 28 days of receiving the instruction or within an agreed-upon period.

*Variation by Request for Proposal (Sub-Clause 13.3.2)*
Sub-Clause 13.3.2 deals with variations initiated by the Engineer through a request for a proposal. The Engineer may request a proposal by giving a notice describing the proposed change to the Contractor.

The Contractor must respond as soon as practicable by either:

* Submitting a proposal, including the matters described in Sub-Clause 13.3.1 (a) to (c)
* Providing reasons why the proposal cannot be complied with, by reference to the grounds of objection set out in Sub-Clause 13.1

If the Contractor submits a proposal, the Engineer must respond as soon as practicable by giving a notice stating whether or not he consents.

*Agreement or Determination*
Once the Contractor has submitted the required details, the Engineer's Representative must proceed to agree or determine, under Sub-Clause 3.7 (Agreement or Determination), any extension of time due and/or adjustments to the Contract Price and the schedule of payments.

*Cross-References and Related Provisions*
Sub-Clause 13.3 is closely linked to other provisions in the contract, including:

* Sub-Clause 3.5 (Engineer's Instructions)
* Sub-Clause 3.7 (Agreement or Determination)
* Sub-Clause 13.1 (Right to Vary)
* Clause 12 (Measurement and Evaluation)
* Clause 20 (Claims, Disputes and Arbitration)

*Key Takeaways*
The variation procedure outlined in Sub-Clause 13.3 is a critical component of contract administration. It provides a structured approach to managing changes to the original scope of work, ensuring that both parties are aware of their obligations and responsibilities.

The Contractor must be aware of the requirements for submitting detailed particulars and the timeframe for doing so. The Engineer must also be aware of their obligations in responding to proposals and agreeing or determining adjustments to the Contract Price.

*Variation Procedure: Detailed Particulars and Timeframe*
As mentioned earlier, the Contractor is required to submit detailed particulars within 28 days of receiving the instruction or within an agreed-upon period. These particulars must include:

* Description of the varied work performed or to be performed
* Programme for execution and any necessary modifications
* Proposal for adjusting the Contract Price, including estimated quantities and costs

The Contractor's submission must be in accordance with Sub-Clause 13.3.1 (c), which requires the Contractor to provide a detailed description of the varied work, including resources and methods adopted or to be adopted.

*Valuing a Variation*
The valuation of a variation is a critical aspect of the variation procedure. Sub-Clause 13.3.1 (c) of the FIDIC Red Book 2nd Edition of 2017 requires the Contractor to submit a proposal for adjusting the Contract Price.

@etconp
๐Ÿ‘23โค4
๐Ÿ‘‰What is a Lintel?

๐Ÿ’ซA lintel is a horizontal structural element placed over an opening like a door, window, or fireplace.

โบIts main purpose is to carry the load from the structure above and safely transfer it to the walls or columns on either side of the opening.

โบWithout a lintel, the wall above the opening could collapse because it would have no support.

โ‡๏ธCommon Materials Used for Lintels:

โ€ข Reinforced Concrete (most common today)
โ€ข Steel (for stronger, longer spans)
โ€ข Wood (traditional or in small buildings)
โ€ข Brick or Stone (seen in older or decorative buildings)

๐Ÿ”ฐWhere You See Lintels:

โ€ข Over doors
โ€ข Over windows
โ€ข Over large wall openings (like garage doors)

๐ŸŽฒWhy Lintels Are Important:

โ€ข Support: They prevent the collapse of the wall above the opening.
โ€ข Load distribution: They spread the weight evenly to the surrounding structure.
โ€ข Safety: Help maintain the strength and stability of a building.
โ€ข Aesthetic: Sometimes lintels are designed decoratively to improve building appearance.

๐Ÿ“œSimple Example:

Imagine cutting a hole in a brick wall for a door. Without a lintel above the door, the bricks above would fall down.

But if you put a strong lintel across the top, it holds everything safely in place.

@etconp
๐Ÿ‘14๐Ÿ™4
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•

โ™ง แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

โ™ง แˆแˆตแŠญแˆซแ‰ฝแŠ• แˆตแˆซแ‰ฝแŠ•

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

โ™ง แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

0904040477
0994941708
๐Ÿ‘7
๐Ÿ‘‰แ‹จแŠ แˆ›แŠซแˆช แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญ
แŠƒแˆ‹แŠแАแ‰ต แŠฅแŠ“ แ‹ตแˆญแˆป

๐Ÿ’ซแ‹จแŠ แˆ›แŠซแˆช แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆฎแ‰ฝ แŠƒแˆ‹แŠแАแ‰ต แŠฅแŠ“ แ‹ตแˆญแˆป แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹แˆตแŒฅ แ‹จแˆšแˆฐแŒ แ‹ แ‰ตแŠฉแˆจแ‰ตแˆ แˆ†แА แŠ แˆตแŒˆแŠ•แ‰ข แ‹ตแˆญแŒ…แ‰ถแ‰ฝแˆ แˆ™แ‹ซแ‹แŠ• แ‰ แ‰ฐแˆ˜แˆˆแŠจแ‰ฐ แ‹ซแˆ‹แ‰ธแ‹ แŒแŠ•แ‹›แ‰ค แ‰ แŒฃแˆ แ‹แ‰…แ‰ฐแŠ› แАแ‹แข

แ‰ฅแ‹™แ‹แŠ• แŒŠแ‹œ แŠ แˆตแŒˆแŠ•แ‰ข แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แŠจแŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แŒ‹แˆญ แ‹แˆ แ‹จแˆšแˆแˆซแˆจแˆ™แ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แˆˆแˆ›แˆตแŒ€แˆ˜แˆญ แ‹จแ‰ฐแŒฃแˆˆแ‰ฃแ‰ธแ‹แŠ• แˆ˜แˆตแˆแˆญแ‰ต แˆˆแˆ›แˆŸแˆ‹แ‰ต แ‰ฅแ‰ป แˆฒแˆ‰ แАแ‹แข

แŠจแ‹šแˆ… แŒ‹แˆญ แ‰ฐแ‹ซแ‹ญแ‹žแฃ แ‰ แ‹แˆ‰ แˆ‹แ‹ญ แŠ แˆ›แŠซแˆช แАแŠ แ‰ฅแˆŽ แŠแˆญแˆ›แ‹แŠ• แ‹จแˆšแ‹ซแŠ–แˆจแ‹ แ‰ แ‰ฐแˆˆแ‹ญ แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แ‹ฒแŒแˆชแ‹แŠ• แ‹จแ‹ซแ‹˜ แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญแฃ แแ‰ƒแ‹ฐแŠ› แˆ†แŠ– แ‰ แˆ˜แˆแˆจแˆ™ แŠจแˆšแŠจแˆแˆˆแ‹ แ‰ แ‰ฐแˆˆแ‹ญ แˆ™แ‹ซแ‹แŠ• แŠจแˆšแ‹ซแˆซแŠญแˆต แŠ แАแˆตแ‰ฐแŠ› แŠญแแ‹ซ แ‹แŒชแฃ แ‹จแ‰ฐแˆ›แˆจแ‹แŠ• แˆ™แ‹ซ แ‹จแˆšแ‰ฐแŒˆแ‰ แˆญแ‰ แ‰ต แ‹•แ‹ตแˆแˆ แ‰ แŒฃแˆ แŠ แАแˆตแ‰ฐแŠ› แАแ‹แกแก

แ‰ แ‰ฐแˆˆแ‹ญ แŠ แˆตแŒˆแŠ•แ‰ขแ‹ แ‹จแŒแˆ แ‰ฃแˆˆแˆ€แ‰ฅแ‰ต แŠจแˆ†แА แ‰ แ‰ฐแŒ แ‹จแ‰€แ‹ แˆ˜แŠ•แŒˆแ‹ต แ‰ขแˆฎ แ‰ฐแ‰€แˆแŒฆ แŠฅแ‹จแˆแˆจแˆ˜ แŠฅแŠ“ แ‹จแ‰ฐแˆฐแŒ แ‹แŠ•แˆ แŽแ‰ถ แŠฎแ’ แŠฅแ‹ซแ‹ซแ‹˜ แˆˆแ‰ฃแˆˆแˆ€แ‰ฅแ‰ฑ แŠจแˆ˜แˆตแŒ แ‰ต แ‹แŒชแฃ แŒแŠ•แ‰ฃแ‰ณแ‹ แ‹จแ‰ต แŠฅแŠ•แ‹ฐแˆšแŠซแˆ„แ‹ต แŠฅแŠ•แŠณ แ‹จแˆ›แ‹ˆแ‰… แŠฅแ‹ตแˆ‰ แ‹ˆแ‹ญแˆ แแˆ‹แŒŽแ‰ฑ แ‹จแŒ แ‰ แ‰  แ‹ˆแ‹ญแˆ แŠฅแŠ•แ‹ฐแˆŒแˆˆ แ‹จแˆšแ‰†แŒ แˆญ แАแ‹แข

แ‰ แ‹ฐแ‰กแ‰ฅ แŠ แแˆชแŠซ แ‹จแŠฎแŠ•แˆตแˆแ‰ฒแŠ•แŒ แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญ แŠขแŠ•แˆตแ‰ฒแ‰ฒแ‹ฉแ‰ตแฃ แ‰ แŠ แแˆชแŠซ แ‹จแŠ แˆ›แŠซแˆช แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แŠƒแˆ‹แŠแАแ‰ต แ‹ตแˆญแˆป แ‰ตแŠฉแˆจแ‰ต แ‰ฐแАแแŒŽแ‰ณแˆ แ‰ แˆ›แˆˆแ‰ต แ‰ แ‰…แˆญแ‰ก แˆˆแŠ•แ‰ฃแ‰ฅ แ‹ซแ‰ แ‰ƒแ‹ แŒฝแˆ‘แ แ‹“แˆ‹แˆ›แ‹แˆ แ‹จแŠ แˆ›แŠซแˆช แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญ แŠƒแˆ‹แŠแАแ‰ต แŠฅแŠ“ แ‹ตแˆญแˆป แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹แˆตแŒฅ แ‹จแ‰ แˆˆแŒ  แŒแŠ•แ‹›แ‰ค แŠฅแŠ•แ‹ฒแŠ–แˆจแ‹ แ‰ แˆ›แ‹ตแˆจแŒ แˆ‹แ‹ญ แ‹ซแ‰ฐแŠฎแˆจ แАแ‹แกแก

แŠฅแŠ•แ‹ต แŒฝแˆ‘แ แˆ›แ‰ฅแˆซแˆชแ‹ซแฃ แ‹จแŠ แˆ›แŠซแˆชแАแ‰ต แˆ™แ‹ซ แŠ แ‹ณแ‹ฒแˆต แ‰ฝแŒแˆฎแ‰ฝแŠ• แŠฅแ‹จแ‰ฐแŒ‹แˆแŒ  แˆแˆ‹แˆฝ แˆ˜แˆตแŒ แ‰ต แˆˆแˆ›แ‹ญแ‰ฝแˆ แˆฐแ‹ แ‹จแˆšแˆ˜แ‰ฝ แ‹ˆแ‹ญแˆ แ‹จแˆšแŒˆแ‰ฃ แ‹จแˆฅแˆซ แˆ˜แˆตแŠญ แŠฅแŠ•แ‹ณแˆแˆ†แА แ‰ แ‰…แ‹ตแˆšแ‹ซ แˆ˜แŒˆแŠ•แ‹˜แ‰ฅ แ‹ญแŒˆแ‰ฃแˆแข

แ‰ แˆ‚แ‹ฐแ‰ต แ‹จแˆšแŒˆแŒฅแˆ™แ‰ตแŠ• แ‰ฝแŒแˆฎแ‰ฝ แŠฅแ‹จแ‰ฐแŒ‹แˆแŒ  แŠฅแŠ“ แˆ˜แแ‰ตแˆ„ แŠฅแ‹จแˆฐแŒ  แˆ™แ‹ซแ‹แŠ• แŠฅแ‹ซแ‹ณแ‰ แˆจ แˆ˜แˆ„แ‹ต แˆˆแˆšแˆแˆแŒ แ‹จแˆฒแ‰ชแˆ แˆ˜แˆ€แŠ•แ‹ฒแˆต แ‹ฐแŒแˆž แŠฅแŠ•แ‹ฐ แ‰ตแˆแ‰… แˆตแŒฆแ‰ณ แ‹จแˆšแ‰†แŒ แˆญ แАแ‹แกแก แˆแŠญแŠ•แ‹ซแ‰ฑแˆ แˆ™แ‹ซแ‹ แŠจแˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แˆ™แ‹ซ แ‰ แ‰ฐแŒจแˆ›แˆช แ‹จแ‰ขแ‹แАแˆต แŠฅแŠ“ แ‹จแˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แˆ™แ‹ซ แ‹ˆแ‹ญแˆ แŠญแˆ…แˆŽแ‰ตแŠ• แˆตแˆˆแˆšแŒ แ‹ญแ‰…แฃ แ‹ญแˆ…แŠ•แŠ• แŒฅแˆแˆญ แˆ™แ‹ซ แ‰ แ‰ฐแŒแ‰ฃแˆญ แˆ‹แ‹ญ แˆˆแˆ›แ‹‹แˆ แŠฅแŠ“ แŠขแŠ•แŒ‚แАแˆฉ แ‰ แ‰€แŒฃแ‹ญแАแ‰ต แˆซแˆฑแŠ• แ‰ฝแˆŽ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆต แŠขแŠ•แ‰ฐแˆญแ•แˆฉแАแˆญ แ‹ˆแ‹ญแˆ แ‹จแŠ แˆ›แŠซแˆช แ‹ตแˆญแŒ…แ‰ต แ‰ฃแˆˆแ‰คแ‰ต แ‹จแˆ˜แˆ†แŠ• แ‹•แ‹ตแˆแŠ• แˆตแˆˆแˆšแˆแŒฅแˆญแˆˆแ‰ต แАแ‹แกแก

แŠจแ‹šแˆ แ‰ แ‰ฐแŒจแˆ›แˆชแฃ แŠฅแŠ•แ‹ฐ แ‹ถแŠญแ‰ฐแˆญ แŠฅแŠ“ แ‹จแˆ…แŒ แ‰ฃแˆˆแˆ™แ‹ซ แŠจแˆ˜แ‹ฐแ‰ แŠ› แˆฅแˆซ แ‹แŒญ แ‰ แ‰ตแˆญแ แŒŠแ‹œ แ‰ฐแŒจแˆ›แˆช แŒˆแ‰ข แˆ›แŒแŠ˜แ‰ต แ‹จแˆšแ‹ซแˆตแ‰ฝแˆ แŠ แŒ‹แŒฃแˆšแ‹Žแ‰ฝแŠ•แˆ แ‹จแˆšแˆแŒฅแˆญ แˆ˜แˆ†แŠ‘แŠ• แˆˆแˆ˜แˆ˜แˆแŠจแ‰ต แ‹ˆแ‹ฐ แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒแ‹Žแ‰ฝ แŠฅแŠ•แˆปแŒˆแˆญแข

โ–ช๏ธแŠ แˆ›แŠซแˆช แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญ แˆแŠ•แ‹ต แАแ‹?

แŠ แˆ›แŠซแˆช แŠขแŠ•แŒ‚แАแˆญแฃ แ‰ แˆฒแ‰ชแˆ แŠขแŠ•แŒ‚แАแˆญ แ‹ˆแ‹ญแˆ แ‰ แŠ แˆ›แŠซแˆช แŠขแŠ•แŒ‚แАแˆญ แ‹จแ•แˆฎแŒแˆฝแŠ“แˆ แˆ™แ‹ซ แ‹จแ‰ฐแˆ˜แˆจแ‰€แฃ แŠฅแŠ•แ‹ฐแˆšแŠ–แˆญแ‰ แ‰ต แˆ€แŒˆแˆญ แˆ…แŒ‹แ‹Š แแ‰ƒแ‹ต แŠ แ‹แŒฅแ‰ถ แŠจแˆ˜แˆฐแˆŽแ‰น แŒ‹แˆญ แ‰ แˆ˜แ‰€แŠ“แŒ€แ‰ต แ‹ˆแ‹ญแˆ แ‹จแŒแˆ แ‹ตแˆญแŒ…แ‰ต แŠจแแ‰ถ แŠจแŠ แˆตแŒˆแŠ•แ‰ข แ‰ฃแˆˆแˆ€แ‰ฅแ‰ถแ‰ฝแฃ แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แŒแˆˆแˆฐแ‰ฆแ‰ฝ แ‹ˆแ‹ญแˆ แŠจแˆ˜แŠ•แŒแˆตแ‰ต แ‰ฐแ‰‹แˆ›แ‰ต แŒ‹แˆญ แ‹แˆ แ‰ แˆ˜แˆแˆจแˆ แ‹จแŠ แˆ›แŠซแˆชแАแ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ต แ‹จแˆšแˆฐแŒฅ แ‰ฃแˆˆแˆ™แ‹ซ แАแ‹แกแก

แ‹จแŠ แˆ›แŠซแˆชแАแ‰ต แˆ™แ‹ซ แแ‰ƒแ‹ต แ‹ซแŒˆแŠ˜ แˆฐแ‹แฃ แ‹จแŠ แˆ›แŠซแˆชแАแ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ต แˆฒแˆฐแŒฅ แŠจแŒฅแˆฌ แ‹•แ‰ƒ แŠ แˆแˆซแ‰พแ‰ฝแฃ แŠจแ‹•แ‰ƒ แŠ แ‰…แˆซแ‰ขแ‹Žแ‰ฝ แŠฅแŠ“ แŠจแŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŒ‹แˆญ แ‹แˆตแŒฃแ‹Š แ‹จแŒฅแ‰…แˆ แŒแŠ•แŠ™แАแ‰ต แˆ˜แแŒ แˆญ แŠฅแŠ•แ‹ฐแˆ›แ‹ญแŒˆแ‰ฃแ‹ แŠฅแŠ“ แ‰ แˆ…แŒแˆ แ‰ฐแŒ แ‹ซแ‰‚ แ‹จแˆšแ‹ซแ‹ฐแˆญแŒˆแ‹ แŠ แˆ แˆซแˆญ แ‰ แ‹แˆ‰ แˆ‹แ‹ญ แˆ˜แˆตแˆแˆญ แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แ‹จแˆ™แ‹ซแ‹ แˆ˜แˆ แˆจแ‰ณแ‹Š แˆ…แŒ แˆ˜แˆ†แŠ‘ แ‰ แŒฅแˆแ‰… แˆ˜แ‰ณแ‹ˆแ‰… แ‹ญแŠ–แˆญแ‰ แ‰ณแˆแกแก

แŠจแ‹šแˆ… แ‹จแˆ…แŒ แŠ แŒแ‰ฃแ‰ฅ แ‹ˆแŒชแฃ แŠ แŠ•แ‹ต แŠ แˆ›แŠซแˆช แŠจแ‰ฐแˆ˜แˆจแ‰€แ‰ แ‰ต แ‹จแŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แˆ™แ‹ซ แ‰ แ‰ฐแŒจแˆ›แˆช แ‰ฐแ‹ซแ‹ซแ‹ฅแАแ‰ต แ‰ฃแˆ‹แ‰ธแ‹ แ‹˜แˆญแŽแ‰ฝ แ‹จแˆ˜แˆ แˆ›แˆซ แˆ˜แ‰ฅแ‰ต แˆŠแŒ แ‰ แ‰…แ‰ แ‰ต แ‹ญแŒˆแ‰ฃแˆแข แ‰ แˆŒแˆ‹ แŠ แАแŒ‹แŒˆแˆญแฃ แŠ แˆ›แŠซแˆช แŠขแŠ•แŒ‚แАแˆญ แˆตแ”แˆปแˆ‹แ‹ญแ‹ แ‰ฃแ‹ฐแˆจแŒˆแ‰ แ‰ต แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‹จแŠ แˆ›แŠซแˆชแАแ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ต แŠจแˆ˜แˆตแŒ แ‰ต แ‰ฃแˆˆแˆแฃ แ‰ฐแŒจแˆ›แˆช แ‹•แ‹แ‰€แ‰ต แ‰ แˆšแŒ แ‹ญแ‰ แ‹˜แˆญแŽแ‰ฝ แˆŒแˆŽแ‰ฝแŠ• แŠฅแ‹จแˆ›แŠจแˆจ แ‹ˆแ‹ญแˆ แ‰ แˆตแˆฉ แŠฅแ‹ซแ‰€แˆ แ‰ แˆญแŠซแ‰ณ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แŠฅแŠ“ แ‹ฐแŠ•แ‰ แŠžแ‰ฝแŠ• แ‰ แˆ˜แ‹ซแ‹ แ‹จแˆ›แˆ›แŠจแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแŒ แ‰ต แ‹จแˆšแ‰ฝแˆ แ‰ฃแˆˆแˆ™แ‹ซ แАแ‹แข

โ–ช๏ธแ‹จแŠ แˆ›แŠซแˆช แŠขแŠ•แŒ‚แАแˆญ แ‹จแˆฅแˆซ แ‹ตแˆญแˆปแ‹Žแ‰ฝ

๐Ÿ”ธโ—ฝ๏ธ แˆ›แˆ›แŠจแˆญ

แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แ‰ แ‰ฐแ‰€แˆ˜แŒ แˆ‹แ‰ธแ‹ แˆ˜แˆตแˆแˆญแ‰ตแฃ แŒฅแˆซแ‰ต แŠฅแŠ“ แ‹ฐแˆจแŒƒแ‰ธแ‹แŠ• แŒ แ‰ฅแ‰€แ‹ แŠฅแŠ•แ‹ฒแŒˆแАแ‰ก แˆˆแˆ›แ‹ตแˆจแŒ แ‹จแˆšแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แ‹จแˆ˜แŠ•แŒแˆฅแ‰ต แŠ แŠซแˆ‹แ‰ต แ‰ แˆšแ‹ซแ‹™แ‰ต แŠฅแŠ“ แ‹ฐแŠ•แ‰ แŠžแ‰ฝ แ‰ แˆšแ‹ซแ‰€แˆญแ‰กแ‰ต แŒฅแ‹ซแ‰„ แˆ˜แˆ แˆจแ‰ต แŠฅแŠ•แ‹ณแˆตแˆแˆ‹แŒŠแАแ‰ฑแˆ แ‰ แ‰ฆแ‰ณแ‹ แ‰ แˆ˜แŒˆแŠ˜แ‰ต แ‹จแˆ›แˆ›แŠจแˆญ แ‹ˆแ‹ญแˆ แ‹จแŠคแŠญแˆตแแˆญแ‰ต แˆ™แ‹ซ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแŒ แ‰ต แАแ‹แกแก
๐Ÿ”ธโ—ฝ๏ธ
แˆ›แŒฅแŠ“แ‰ต/แˆ˜แˆ˜แˆญแˆ˜แˆญ

แŠ แ‰ฅแ‹›แŠ›แ‹ แ‰ แˆ›แˆ›แŠจแˆญ แˆฅแˆซ แ‹แˆตแŒฅ แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆ›แŒฅแŠ“แ‰ต แŠฅแŠ“ แ‰ แˆ˜แˆ˜แˆญแˆ˜แˆญ แ‹จแˆšแˆฐแŒ แ‹ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆตแˆŒแ‰ต แŠฅแŠ“ แ‰ตแŠ•แ‰ฐแŠ“แŠ• แ‹จแ‰ฐแˆ˜แˆจแŠฎแ‹˜ แ‰ขแˆ†แŠ•แˆแฃ แŠ แŠ•แ‹ณแŠ•แ‹ถแ‰น แ‹จแˆแŠญแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ˜แˆฃแˆชแ‹ซแ‹Žแ‰ฝ แŠฅแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ถแ‰ฝแŠ• แ‰ แ‰ฆแ‰ณแ‹ แ‰ฐแŒˆแŠแ‰ถ แˆ›แŒฅแŠ“แ‰ต แŠฅแŠ“ แˆ˜แˆ˜แˆญแˆ˜แˆญแŠ• แ‹จแˆšแŒ แ‹ญแ‰ แŠ“แ‰ธแ‹แกแก แ‹จแˆแˆˆแ‰ฑแˆ แ‹จแˆแˆญแˆ˜แˆซ แ‹ˆแ‹ญแˆ แ‹จแŒฅแŠ“แ‰ต แˆ‚แ‹ฐแ‰ถแ‰ฝ แ‹‹แŠ“ แŠ แˆ‹แˆ›แฃ แˆฅแˆซแ‹แŠ• แ‰ แˆšแ‹ซแŠจแŠ“แ‹แŠ‘ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‹จแ‰€แˆจแ‰ก แˆชแ–แˆญแ‰ถแ‰ฝแŠ• แ‰ตแŠญแŠญแˆˆแŠแАแ‰ต แˆˆแˆ›แŒฃแˆซแ‰ต แАแ‹แข
๐Ÿ”ธโ—ฝ๏ธ
แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แ‹ฒแ‹›แ‹ญแŠ•

แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แ‹ฒแ‹›แ‹ญแŠ• แ‹จแˆšแŒˆแАแ‰ฃแ‹แŠ• แˆ…แŠ•แƒ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‰…แˆญแ…แฃ แˆตแ‹แ‰ตแฃ แˆญแ‹แˆ˜แ‰ต แŠฅแŠ“ แ‰ แ‹จแŠฅแˆญแŠจแŠ‘ แ‹จแˆšแŒˆแАแ‰ก แ‹จแˆ…แŠ•แƒแ‹แŠ• แŠญแแˆŽแ‰ฝ แ‰ แˆ˜แ‹ˆแˆฐแŠ•แฃ แ‰ แŠ•แ‹ตแ แŠฅแŠ“ แ‰ แŠซแˆญแ‰ณ แ‹จแˆ›แˆตแ‰€แˆ˜แŒฅ แˆฅแˆซ แАแ‹แกแก แŠฅแАแ‹šแˆ… แŠซแˆญแ‰ณ แŠฅแŠ“ แŠ•แ‹ตแŽแ‰ฝ แ‰ฅแˆ‰แ•แˆชแŠ•แ‰ต แ‰ฐแ‰ฅแˆŽ แ‰ แˆšแ‰ณแ‹ˆแ‰€แ‹ แ‹ˆแˆจแ‰€แ‰ต แ‰ แ‹ตแˆฎแ‹ŠแŠ•แŒ แŠจแˆ›แˆตแˆแˆญ แ‰ แ‰ฐแŒจแˆ›แˆชแฃ แ‰ แŒฝแˆ‘แ แ‹จแˆšแ‰€แˆญแ‰ก แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแŠ• แ‹จแˆšแ‹ซแŠซแ‰ตแ‰ฑ แŠ“แ‰ธแ‹แกแก

แ‹จแ•แˆ‹แŠ‘ แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒแ‹Žแ‰น แ‹จแˆšแ‹˜แŒ‹แŒแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แˆˆแˆšแ‹ซแŠซแˆ„แ‹ฐแ‹ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆญ แŠฅแŠ“ แˆˆแ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แАแ‹แกแก แŠ แŠ•แ‹ณแŠ•แ‹ต แŒŠแ‹œ แˆˆแŒแŠ•แ‰ฃแ‰ณ แ‹จแˆšแ‹ซแˆตแˆแˆแŒ‰ แ‹•แ‰ƒแ‹Žแ‰ฝ แŠ แ‹ญแАแ‰ตแฃ แ‰ฅแ‹›แ‰ต แŠฅแŠ“ แˆ˜แŒ แŠ•แŠ• แ‹จแˆšแ‹ซแˆ˜แˆแŠญแ‰ฑ "แ‰ขแˆ แŠฆแ แŠณแŠ•แ‰ฒแ‰ฒแˆต" แŠจแ‹ฒแ‹›แ‹ญแŠ‘ แŒ‹แˆญ แˆŠแ‰€แˆญแ‰ก แ‹ญแ‰ฝแˆ‹แˆ‰แข
๐Ÿ”ธโ—ฝ๏ธ
แ‹จแŒแŠ•แ‰ฃแ‰ณแฃ แ‹จแŠฎแŠ•แˆซแ‰ต แ‹แˆ แŠฅแŠ“ แŒจแˆจแ‰ณแŠ• แˆ›แ‹˜แŒ‹แŒ€แ‰ต แ‰ฅแˆŽแˆ แˆ›แˆ›แŠจแˆญ

แŠ แˆ›แŠซแˆช แŠขแŠ•แŒ‚แАแˆฎแ‰ฝ แŠจแ‹ฐแŠ•แ‰ แŠžแ‰ปแ‰ธแ‹ แ‰ แˆšแ‰€แˆญแ‰ฅแˆ‹แ‰ธแ‹ แŒฅแ‹ซแ‰„ แˆ˜แˆ แˆจแ‰ต แˆฅแˆซ แ‰ฐแ‰‹แˆซแŒญแฃ แ‹•แ‰ƒ แŒแ‹ข แŠฅแŠ“ แŠ แ‰…แˆซแ‰ข แŠฉแ‰ฃแŠ•แ‹ซ แˆแˆญแŒซ แˆ‹แ‹ญ แ‹จแˆ˜แˆแˆจแŒฅ แŠฅแŠ“ แ‹จแˆ›แˆ›แŠจแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ต แ‰ แˆ˜แˆตแŒ แ‰ต แ•แˆฎแŽแˆญแˆ› แ‹ญแˆ แˆซแˆ‰แกแก แ‰ แˆ˜แŠ•แŒแˆฅแ‰ณแ‹Š แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฐแ‰‹แˆžแ‰ฝ แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝแฃ แ‹จแŠฎแŠ•แ‰ตแˆซแ‰ต แ‹ถแŠญแˆ˜แŠ•แ‰ถแ‰ฝแŠ• แ‹ฒแ‹›แ‹ญแŠ–แ‰ฝแŠ• แŒจแˆจแ‰ณแ‹Žแ‰ฝแŠ• แ‹จแˆ›แ‹˜แŒ‹แŒ€แ‰ต แŠฅแŠ“ แ‹จแˆ˜แˆแˆจแŒฅ แŠ แŒˆแˆแŒแˆŽแ‰ต แ‹ญแˆฐแŒฃแˆ‰แข แŒจแˆจแ‰ณแ‹Žแ‰น แˆ…แŒแŠ• แŠฅแŠ“ แŒแˆแ…แАแ‰ตแŠ• แ‰ แ‰ฐแˆžแˆ‹ แˆ˜แŠ•แŒˆแ‹ต แˆ˜แŠซแˆ„แ‹ตแŠ• แ‹จแˆ˜แŠจแ‰ณแ‰ฐแˆ แŠฅแŠ“ แ‰ แ‰ฆแ‰ณแ‹ แ‰ฐแŒˆแŠแ‰ฐแ‹ แ‹จแˆ˜แˆˆแ‹จแ‰ต แ‹จแˆ˜แˆแˆจแŒฅ แˆฅแˆซ แ‹ญแˆฐแˆซแˆ‰แข
๐Ÿ”ธโ—ฝ๏ธ
แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝแŠ• แˆ˜แ‰†แŒฃแŒ แˆญ

แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แ‹จแˆšแˆฐแŒกแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝแŠ• แ‹จแˆ˜แ‰†แŒฃแŒ แˆญ แˆฅแˆซ แ‰ แˆ˜แˆตแŠญ แŠฅแ‹จแ‰ฐแŒˆแŠ™ แŠฅแŠ“ แ‰ แ‰ขแˆฎ แ‰ฐแ‰€แˆแŒ แ‹ แ‹จแˆšแˆฐแŒก แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝแŠ• แ‹ซแŠซแ‰ฐแ‰ฑ แŠ“แ‰ธแ‹แข แ‰ แˆ˜แˆตแŠญ แ‰ แ‰ขแˆฎ แ‹จแˆšแˆฐแŒก แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰แŒฅแŒฅแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‹จแˆšแ‰ฃแˆ‰แ‰ตแฆ

โ–ช๏ธแ‰ แ•แˆฎแŒแˆซแˆ แ‹จแˆšแˆ˜แˆซ แ‹จแˆณแ‹ญแ‰ต แŒ‰แ‰ฅแŠแ‰ตแฃ
โ–ช๏ธแ‹ฐแŠ•แ‰ แŠ› แ‹ˆแ‹ญแˆ แ‰ฃแˆˆแ‰คแ‰ตแŠ• แ‹จแˆ›แˆ›แŠจแˆญแฃ
โ–ช๏ธแ‰ แ•แˆ‹แŠ• แ‹แŒแŒ…แ‰ตแฃ แ‰ แ‹แˆญแ‹แˆญ แŒ‰แ‹ณแ‹ฎแ‰ฝ แŠ แ‹‹แŒช แŠฅแŠ“ แ‰ฐแˆ˜แˆซแŒญ แ‹จแˆ†แŠ‘ แŠ แˆ›แˆซแŒฎแ‰ฝแŠ• แˆ›แ‹˜แŒ‹แŒ€แ‰ตแฃ
โ–ช๏ธ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹ตแˆฎแ‹ŠแŠ•แŒ แŠฅแŠ“ แ‹ณแ‰ณแ‹Žแ‰ฝแŠ• แ‰ตแŠญแŠญแˆˆแŠแАแ‰ต แˆ˜แˆแ‰ฐแˆฝแฃ
โ–ช๏ธ แ‹จแŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝแŠ• แŠญแแ‹ซ แˆ˜แŒˆแˆ˜แ‰ต แŠฅแŠ“ แŠฅแŠ•แ‹ฒแŠจแˆแˆ‹แ‰ธแ‹ แˆ˜แแ‰€แ‹ตแฃ
โ–ช๏ธแŠจแŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŒ‹แˆญ แ‹จแˆšแŠซแˆ„แ‹ต แ‹จแŠฎแŠ•แ‰ตแˆซแ‰ต แ‹แˆแŠ• แˆ›แ‹˜แŒ‹แŒ€แ‰ตแฃ
โ–ช๏ธแŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แ‰ แ‰ฐแ‰€แˆ˜แŒ แˆ‹แ‰ธแ‹ แŠ•แ‹ตแ แŠฅแŠ“ แ‹แˆญแ‹แˆญ แŒ‰แ‹ณแ‹ฉแ‰ฝ แˆ˜แˆ แˆจแ‰ต แˆ˜แŒ แŠ“แ‰€แ‰€แ‰ธแ‹แŠ• แˆ›แˆจแŒ‹แŒˆแŒฅแฃ
โ–ช๏ธแ‰ แŒแŠ•แ‰ฃแ‰ณ แ‹แˆตแŒฅ แ‹จแˆšแ‹˜แˆจแŒ‰ แŠฅแŠ•แ‹ฐ แŠคแˆŒแŠญแ‰ตแˆชแŠญแฃ แ‹แŠƒ แ‹จแˆ˜แˆณแˆฐแˆ‰ แˆ˜แˆฅแˆ˜แˆฎแ‰ฝ แˆ˜แАแˆปแฃ แ‹จแˆšแˆ„แ‹ฑแ‰ แ‰ตแŠ• แˆ˜แˆฅแˆ˜แˆญ แŠฅแŠ“ แˆ˜แŒจแˆจแˆปแ‰ธแ‹แŠ• แ‹จแˆšแ‹ซแˆณแ‹ญ แŠ•แ‹ตแ แˆ›แ‹˜แŒ‹แŒ€แ‰ตแŠ• แ‹จแˆšแ‹ซแŒ แ‰ƒแˆแˆ‰ แŠ“แ‰ธแ‹แกแก
๐Ÿ”ธโ—ฝ๏ธ
แˆ…แŒ‹แ‹Š แ‹ตแŒ‹แ แˆ˜แˆˆแŒˆแˆฐ

แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แ‰ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŠฅแŠ“ แ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แˆ˜แŠซแŠจแˆ แ‹จแˆšแ‹ฐแˆจแŒ แˆ…แŒ‹แ‹Š แ‹แˆแŠ• แŠจแˆ›แ‹˜แŒ‹แŒ€แ‰ต แŠฅแŠ“ แŠจแˆ›แˆตแˆแ€แˆ แ‰ แ‰ฐแŒจแˆ›แˆชแฃ แŠฅแŠ•แ‹ฐแ‹จแŠ แˆตแˆแˆ‹แŒŠแАแ‰ฑ แ‰ฝแŒแˆฎแ‰ฝ แˆฒแˆแŒ แˆฉ แ‰ แแˆญแ‹ต แ‰คแ‰ต แ‰€แˆญแ‰ แ‹ แ‹จแˆแˆตแŠญแˆญแАแ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ต แ‹จแˆ˜แˆตแŒ แ‰ต แˆ˜แ‰ฅแ‰ต แŠฅแŠ“ แŒแ‹ดแ‰ณ แŠฅแŠ•แ‹ณแˆˆแ‰ฃแ‰ธแ‹ แ‰ แˆ˜แˆจแŒƒแ‹ แˆ‹แ‹ญ แˆ แแˆฏแˆแข

@etconp
๐Ÿ‘31โค4๐Ÿ‘1
๐Ÿ‘‰The slump test is a simple and widely used method to measure the consistency (workability) of fresh concrete before it sets.

๐Ÿ”ฐIt helps assess the water-cement ratio and the flow characteristics of the concrete mix.

๐Ÿ“Below are the types of slump observed during the test, each indicating different workability or mix issues:

๐Ÿ’ซ1. True Slump

Shape: Concrete subsides uniformly.

Indicates: Good workability and uniform consistency.

Use: Most common and acceptable result for normal concrete work.

๐Ÿ’ซ2. Zero Slump

Shape: Concrete retains its shape, no slump occurs.

Indicates: Very low water content; stiff mix.

Use: Suitable for dry mixes used in road construction or precast concrete with minimal workability.

๐Ÿ’ซ3. Shear Slump

Shape: One side of the cone shears off or slips sideways.

Indicates: Lack of cohesion in the mix or improper mixing.

Use: Not acceptable โ€” usually requires mix adjustment.

๐Ÿ’ซ4. Collapse Slump

Shape: Concrete collapses completely; no shape retained.

Indicates: Too much water (high workability), or very wet mix.

Use: Suitable only for self-compacting or high-flow concretes; otherwise, indicates poor quality.

๐ŸทSummary of Recommended Slump Values for Various Concrete Work:

๐ŸšงApplication Recommended Slump (mm)

โบMass Concrete (e.g., dam) 25โ€“75 mm

โบBeams and Slabs 75โ€“100 mm

โบColumns and Retaining Walls 75โ€“100 mm

โบPumped Concrete 100โ€“150 mm

โบSlip-form Construction 50โ€“100 mm

@etconp
๐Ÿ‘18โค4๐ŸŽ‰2๐Ÿ‘1
๐Ÿ‘‰An asphalt core cutter is a specialized tool used primarily in road construction and civil engineering to extract cylindrical samples of asphalt from roads, pavements, and other surfaces.

โบThis equipment is essential for testing the quality and composition of asphalt layers, which is crucial for ensuring the durability and longevity of roadways.

โญ๏ธKey Features and Components:

1. Core Drill Bit: The core cutter is equipped with a drill bit designed specifically for asphalt. These bits are usually made from high-quality materials such as diamond or carbide to withstand the abrasive nature of asphalt.

2. Drilling Mechanism: The core cutter typically operates using a rotary mechanism, which can be powered by electric or hydraulic systems. This enables the drill bit to penetrate the asphalt surface efficiently.

3. Cylindrical Core: As the cutter drills into the asphalt, it removes a cylindrical core sample. The diameter and depth of the core can vary depending on the specifications of the project and the cutter used.

4. Water Supply: Many asphalt core cutters are equipped with a water supply system that cools the drill bit during operation. This not only extends the life of the drill bit but also reduces dust and improves cutting efficiency.

5. Cutting Depth Adjustment: Some advanced models allow for adjustments in cutting depth, enabling operators to take samples at various depths within the asphalt layers.

๐ŸšงApplications:

- Quality Control and Testing: Core samples are analyzed in laboratories to assess the composition, density, and structural integrity of the asphalt. This helps in determining whether the material meets industry standards.

- Pavement Evaluation: Engineers use core samples to evaluate the condition of existing pavement, which informs decisions regarding repairs, resurfacing, or complete reconstruction.

- Research and Development: In the development of new asphalt formulations or paving techniques, core samples provide critical data that can lead to innovations in material performance.

๐ŸšงAdvantages:

- Precision Sampling: Asphalt core cutters provide precise and undisturbed samples, which are crucial for accurate testing and analysis.

- Versatility: They can be used on various asphalt surfaces, including highways, parking lots, and airport runways.

- Durability: Built to withstand tough working conditions, asphalt core cutters are engineered for longevity and reliability.

๐Ÿ’ซSafety Considerations:

Operators must follow safety protocols, including wearing appropriate personal protective equipment (PPE) such as gloves, goggles, and hearing protection. Additionally, proper training in the use of the equipment is essential to prevent accidents and ensure quality results.

๐Ÿ“œIn summary, an asphalt core cutter is an invaluable tool in the field of civil engineering, facilitating the necessary testing and evaluation of asphalt materials to ensure safe and durable road construction.

@etconp
๐Ÿ‘13โค7๐Ÿ”ฅ5
๐Ÿญ๐Ÿ TSEGAYE and YOHANNES J-แ‰ฆแˆแ‰ต & PLATE ๐Ÿš๐Ÿ— ๐ŸŒ๐ŸŒ†

๐Ÿงฟ แ‹จแˆแŠ•แˆฐแŒฃแ‰ธแ‹ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ โคต๏ธ

๐Ÿ”ฒPlate at any Size & thickness.

โš™๏ธ  J-Bolt height and diameter you want it.

๐Ÿ”ฉ anchor โš“ bolt at any size

๐Ÿญ๐Ÿ›–๐ŸŒ‰scrap๐Ÿšง๐Ÿช๐Ÿ”—
Phone : ๐Ÿคณ0938494506 
              ๐Ÿคณ 0951087077
              ๐Ÿคณ 0929044037
แŠฅแŠ“แˆ˜แˆฐแŒแŠ“แˆˆแŠ•::
๐Ÿ‘‰แŠ แ‹ตแˆซแˆปแฆ  แˆ˜แˆญแŠซแ‰ถ แˆแŠ•แŠ แˆˆแˆฝ แ‰ฐแˆซ แŠจแŒญแ‹ต แ‰ฐแˆซ แŠจแ แ‰ฅแˆŽ

https://t.me/tsegaye2016Jbolt
๐Ÿ‘3โค2
๐Ÿ‘‰Function of shear wall / แ‹จ แˆบแˆญ แ‹‹แˆ แŒ แ‰€แˆœแ‰ณ

๐Ÿ’ซ1. Lateral load resistance:- Shear walls transfer horizontal forces from floors and roots to the foundation.

โบแ‹จแŒŽแŠ• แŒญแАแ‰ต แˆ˜แ‰‹แ‰‹แˆ - แ‹จ แŒŽแŠ•แ‹ฎแˆฝ แŒซแŠ“ แŠจ แ‹ˆแˆˆแˆ แ‹ˆแ‹ฐ แˆ˜แˆฐแˆจแ‰ต แ‹ซแˆตแ‰ฐแˆ‹แˆแ‹แˆ

๐Ÿ’ซ2. Structural Stiffness:
They reduce lateral sway or displacement, improving occupant comfort and structural performance.

โบแ‹จ แˆ…แŠ•แƒแ‹แŠ• แˆ˜แ‹ˆแ‹›แ‹ˆแ‹ แ‹ญแ‰€แŠ•แˆฐแ‹‹แˆ

๐Ÿ’ซ3. Load Distribution
Help in distributing loads efficiently across the structure, reducing torsional effects.

โบแŒญแАแ‰ต แˆตแˆญแŒญแ‰ต
แ‰ แˆ˜แ‹‹แ‰…แˆฉ แˆ‹แ‹ญ แˆธแŠญแˆžแ‰ฝแŠ• แ‰ แ‰ฅแ‰ƒแ‰ต แˆˆแˆ›แˆฐแˆซแŒจแ‰ต แ‹ซแŒแ‹™ แฃ แ‹จแ‰ถแˆญแˆบแŠ• แ‰ฐแ…แŠฅแŠ–แ‹Žแ‰ฝแŠ• แ‹ญแ‰€แŠ•แˆณแˆแข

๐Ÿ’ซ4. Prevent Collapse
In seismic zones, they play a critical role in preventing collapse by providing a ductile and robust load path

โบแ‹แ‹ตแ‰€แ‰ตแŠ• แˆ˜แŠจแˆ‹แŠจแˆ
แ‰ แˆดแ‹ญแˆตแˆšแŠญ แ‹žแŠ–แ‰ฝ แ‹แˆตแŒฅ ductile แŠฅแŠ“ แŒ แŠ•แŠซแˆซ แ‹จแŒญแАแ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‰ แˆ›แ‰…แˆจแ‰ฅ แ‹แ‹ตแ‰€แ‰ตแŠ• แ‰ แˆ˜แŠจแˆ‹แŠจแˆ แˆจแŒˆแ‹ต แ‹ˆแˆณแŠ แˆšแŠ“ แ‹ญแŒซแ‹ˆแ‰ณแˆ‰แข

@etconp
๐Ÿ‘12โค11๐ŸŽ‰1
๐Ÿ‘‰AutoCAD practice drawings with PDF

๐Ÿ“œแ‹ญแˆ…แŠ• แˆ˜แ…แˆ€แ 100 โค Reaction แŠซแŒˆแŠ˜ แŠฅแŠ•แˆˆแ‰…แˆ‹แ‰นแ‹‹แˆˆแŠ•๐Ÿ™

@etconp
โค184๐Ÿ‘11
๐Ÿ‘‰Setleel reinforcements Rebar current price
 
๐Ÿ‡น๐Ÿ‡ท Turkey Rebar Price per Berga                              
          Bar  8mm=822 Birr
          Bar 10mm=1,283 Birr
          Bar 12mm=1,849 Birr
          Bar 14mm=2,519 Birr
          Bar 16mm=3,289 Birr
          Bar 20mm=5,188 Birr
          Bar 24mm=note available
          Bar 32mm=14,625 Birr

๐Ÿ‡ช๐Ÿ‡น  Local Rebar Price per Berga  
           Bar  8mm=758 Birr
           Bar 10mm=1,184 Birr
           Bar 12mm=1,705 Birr
           Bar 14mm=2,323 Birr
           Bar 16mm=3,033 Birr
           Bar 20mm=4,744 Birr
           Bar 24mm=7,670 Birr
           Bar 32mm=13,869 Birr

May 23/2025

@etconp
๐Ÿ‘27โค4
Ethio Construction Engineering
๐Ÿ‘‰What Is A prime coat ๐ŸšงIt is a thin layer of low-viscosity bituminous material applied to a non-bituminous granular base course (e.g., crushed stone or gravel) in road construction before laying the asphalt surface layer. Its primary purpose is to prepareโ€ฆ
๐Ÿ‘‰The difference between a prime coat and a tack coat lies in their purpose, application, and function in asphalt pavement construction:

๐Ÿ’ซ1. Prime Coat

   - Purpose: Applied to prepare and stabilize the base course (usually granular or soil) before laying the asphalt layer. It enhances adhesion between the base and the asphalt, prevents dust, and protects the base from moisture.
   - Material: Typically a low-viscosity liquid asphalt (e.g., cutback asphalt or emulsified asphalt).
   - Application: Sprayed directly onto the compacted base course, penetrating the surface to bind loose particles and create a waterproof layer.
   - Location: Between the base course and the first asphalt layer.
   - Key Function: Improves bonding, seals the base, and provides a stable platform for the asphalt layer.

๐Ÿ’ซ2. Tack Coat

   - Purpose: Applied to ensure a strong bond between layers of asphalt (e.g., between an existing pavement and a new asphalt overlay or between asphalt layers). It prevents slippage and delamination.
   - Material: Usually an asphalt emulsion or diluted asphalt binder.
   - Application: Sprayed in a thin layer on an existing asphalt or concrete surface before placing a new asphalt layer.
   - Location: Between two asphalt layers or between an existing pavement and a new asphalt layer.
   - Key Function: Promotes adhesion to prevent sliding or separation of asphalt layers.

๐ŸšงSummary

- Prime Coat: Prepares the base course for the first asphalt layer, focusing on base stabilization and moisture protection.
- Tack Coat: Bonds asphalt layers together, ensuring structural integrity and preventing layer separation.

@etconp
๐Ÿ‘16โค5
Practice-drawing-ebook.pdf
8.1 MB
๐Ÿ‘‰แ‰…แ‹ตแˆ แ‹ซแˆแŠ“แ‰น แˆ˜แ…แˆแ

๐Ÿ“œAutoCAD practice drawings with PDF eBook

https://t.me/ETCONpWORK

@etconp
๐Ÿ™23๐Ÿ‘7๐Ÿ‘1
๐Ÿ‘‰แ‹จแ‹ซแ‰คแˆŽ แŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซ แŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ต 90 แ‰ แˆ˜แ‰ถ แˆ˜แ‹ตแˆจแˆฑ แ‰ณแ‹ˆแ‰€แกแก

๐Ÿšงแ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ฑแŠ• แ‰€แˆช แˆฅแˆซแ‹Žแ‰ฝแŠ• แ‰ แŠ แŒญแˆญ แŒŠแ‹œ แ‰ แˆ›แŒ แŠ“แ‰€แ‰… แ‰ แ‹šแˆ… แ‹“แˆ˜แ‰ต แˆ˜แŒจแˆจแˆป แˆ‹แ‹ญ แŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซแ‹แŠ• แˆฅแˆซ แˆˆแˆ›แˆตแŒ€แˆ˜แˆญ แŠฅแ‹จแ‰ฐแˆ แˆซ แАแ‹แข

@etconp
๐Ÿ‘7โค2