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๐Ÿ‘‰๐Š๐ž๐ฒ ๐ƒ๐จ๐œ๐ฎ๐ฆ๐ž๐ง๐ญ๐ฌ ๐๐ซ๐ž๐ฉ๐š๐ซ๐ž๐ ๐›๐ฒ ๐๐€/๐๐‚ ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ/๐ˆ๐ง๐ฌ๐ฉ๐ž๐œ๐ญ๐จ๐ซ๐ฌ

1-๐™ˆ๐™š๐™ฉ๐™๐™ค๐™™ ๐™Ž๐™ฉ๐™–๐™ฉ๐™š๐™ข๐™š๐™ฃ๐™ฉ (๐™ˆ๐™Ž):
A detailed document describing the methodology, materials, tools, and sequence of activities to execute specific tasks in compliance with project standards.

2-๐™๐™ž๐™จ๐™  ๐˜ผ๐™จ๐™จ๐™š๐™จ๐™จ๐™ข๐™š๐™ฃ๐™ฉ (๐™๐˜ผ):
A document identifying potential hazards and risks associated with construction activities, along with proposed mitigation measures to ensure workplace safety.

3-๐™‹๐™ง๐™ค๐™Ÿ๐™š๐™˜๐™ฉ ๐™Œ๐™ช๐™–๐™ก๐™ž๐™ฉ๐™ฎ ๐™‹๐™ก๐™–๐™ฃ (๐™‹๐™Œ๐™‹):
A comprehensive document outlining the quality control measures, procedures, and responsibilities to achieve the required project quality.

4-๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐™–๐™ฃ๐™™ ๐™๐™š๐™จ๐™ฉ ๐™‹๐™ก๐™–๐™ฃ (๐™„๐™๐™‹):
A document specifying key stages where inspections and testing are carried out to ensure compliance with the approved specifications.

5-๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐˜พ๐™๐™š๐™˜๐™ ๐™ก๐™ž๐™จ๐™ฉ (๐™„๐˜พ๐™‡):
A checklist used during inspections to verify that all required steps, specifications, and standards are adhered to.

6-๐™ˆ๐™–๐™ฉ๐™š๐™ง๐™ž๐™–๐™ก ๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐™๐™š๐™ฆ๐™ช๐™š๐™จ๐™ฉ (๐™ˆ๐™„๐™):
A request submitted to inspect and approve materials delivered to the site before their use in construction.

7-๐™’๐™ค๐™ง๐™  ๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐™๐™š๐™ฆ๐™ช๐™š๐™จ๐™ฉ (๐™’๐™„๐™) / ๐™๐™š๐™ฆ๐™ช๐™š๐™จ๐™ฉ ๐™›๐™ค๐™ง ๐™„๐™ฃ๐™จ๐™ฅ๐™š๐™˜๐™ฉ๐™ž๐™ค๐™ฃ (๐™๐™๐™„):
A formal request to conduct an inspection of completed work to ensure it meets the design and quality requirements.

8-๐™Ž๐™ž๐™ฉ๐™š ๐™Š๐™—๐™จ๐™š๐™ง๐™ซ๐™–๐™ฉ๐™ž๐™ค๐™ฃ ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ (๐™Ž๐™Š๐™):
A document used to log observations made during site visits, including any deviations from approved procedures or standards.

9-๐™‰๐™ค๐™ฃ-๐˜พ๐™ค๐™ฃ๐™›๐™ค๐™ง๐™ข๐™–๐™ฃ๐™˜๐™š ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ (๐™‰๐˜พ๐™):
A formal report documenting instances where work, materials, or processes fail to meet specified standards, requiring corrective actions.

10-๐˜พ๐™ค๐™ง๐™ง๐™š๐™˜๐™ฉ๐™ž๐™ซ๐™š ๐˜ผ๐™˜๐™ฉ๐™ž๐™ค๐™ฃ ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ (๐˜พ๐˜ผ๐™):
A follow-up report detailing the actions taken to resolve non-conformances identified during inspections.

11-๐™Š๐™ฅ๐™š๐™ง๐™–๐™ฉ๐™ž๐™ค๐™ฃ & ๐™ˆ๐™–๐™ž๐™ฃ๐™ฉ๐™š๐™ฃ๐™–๐™ฃ๐™˜๐™š ๐™ˆ๐™–๐™ฃ๐™ช๐™–๐™ก๐™จ (๐™Š&๐™ˆ):
Comprehensive documentation that includes detailed operating procedures, maintenance schedules, and troubleshooting guides for all systems and equipment handed over to the client.

12-๐™๐™ž๐™ฃ๐™–๐™ก ๐™ƒ๐™–๐™ฃ๐™™๐™ค๐™ซ๐™š๐™ง ๐˜ฟ๐™ค๐™˜๐™ช๐™ข๐™š๐™ฃ๐™ฉ๐™จ:
A package of key documents provided to the client at the conclusion of the project, typically including as-built drawings, test certificates, warranties, O&M manuals, and other necessary documentation.

@etconp
โค9๐Ÿ‘7๐Ÿ”ฅ1๐ŸŽ‰1
๐Ÿ‘‰แˆชแˆ แˆตแ‰ดแ‰ต แˆแˆ›แ‰ต แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ

๐Ÿ“œแˆชแ–แˆญแ‰ฐแˆญ แ‰  แˆชแˆ แˆตแ‰ดแ‰ต แˆแˆ›แ‰ต แˆ‹แ‹ญ แ‹จแˆšแˆตแ‰ฐแ‹‹แˆ‰ แ‰ฝแŒแˆฎแ‰ฝแŠ• แ‰ แˆตแ‹แ‰ต แ‹จแ‹ณแˆฐแˆฐแ‹แŠ• แ‰ƒแˆˆแˆ˜แŒ แ‹ญแ‰… แˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซแ‹แŠ• แ‰ แˆ˜แŒ แ‰€แˆ แˆ›แŠ•แ‰ แ‰ฅ แ‹ญแ‰ปแˆ‹แˆ๐Ÿ‘‡

https://ethiopianreporter.com/142511/

@etconp
๐Ÿ‘3โค2
๐Ÿ‘‰แˆšแ‹ฒแ‹ซแŠ“ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•

๐Ÿ’ซแ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆšแ‹ฒแ‹ซแ‹แŠ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆชแ‹ แ‰ตแ‹แ‹แ‰ƒแ‰ธแ‹ แŠฅแˆแ‰ฅแ‹›แˆ แАแ‹ แ‰ขแ‰ฃแˆ แˆ›แŒ‹แАแŠ• แŠ แ‹ญแˆ†แŠ•แˆแข แ‰ฅแ‹™แ‹แŠ• แŒŠแ‹œ แˆ˜แ‰ณแ‹˜แ‰ฅ แŠฅแŠ•แ‹ฐแˆšแ‰ปแˆˆแ‹แฃ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆšแ‹ฒแ‹ซ แ‹จแ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แˆ˜แˆ แˆจแ‰ต แ‹ตแŠ•แŒ‹แ‹ญ แˆฒแ‰€แˆ˜แŒฅแŠ“ แˆชแ‰ซแŠ• แˆฒแ‰†แˆจแŒฅ แŠซแˆแˆ†แА แ‰ แˆตแ‰ฐแ‰€แˆญ แˆˆแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‹จแˆšแˆฐแŒ แ‹ แ‰ตแŠฉแˆจแ‰ต แŠฅแŠ“ แˆฝแ‹แŠ• แŠ แˆˆ แ‹จแˆšแ‹ซแˆตแ‰ฅแˆ แŠ แ‹ญแ‹ฐแˆˆแˆแข แŠ แˆˆ แŠจแ‰ฐแ‰ฃแˆˆแˆ แ‰ แŒฃแˆ แ‰ แŒฃแˆ แ‹แ‰…แ‰ฐแŠ› แАแ‹แข

แŠฅแŠ•แ‹ฐแˆšแ‰ณแ‹ˆแ‰€แ‹แฃ แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹แˆตแŒฅ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‰ แ‹จแŠ แˆ˜แ‰ฑ แŠจแแ‰ฐแŠ› แ‰ แŒ€แ‰ต แ‹จแˆšแˆ˜แ‹ฐแ‰ฅแˆˆแ‰ต แŒแ‹™แ แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แАแ‹แข

แŠฅแŠ•แ‹ฒแ‹ซแ‹แˆ แŠจแˆ€แŒˆแˆชแ‰ฑ แŠ แˆ˜แ‰ณแ‹Š แŠซแ’แ‰ณแˆ แ‰ แŒ€แ‰ต แ‹แˆตแŒฅ 60 แŠจแˆ˜แ‰ถ แ‹จแˆšแˆ†แАแ‹ แŒˆแŠ•แ‹˜แ‰ฅ แˆˆแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆดแŠญแ‰ฐแˆญ แ‹จแˆšแˆ˜แ‹ฐแ‰ฅ แАแ‹แข

แ‹ญแˆแŠ• แŠฅแŠ•แŒ‚แฃ แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แˆšแ‹ฒแ‹ซ แˆˆแ‹šแˆ… แˆดแŠญแ‰ฐแˆญ แ‹จแˆšแˆฐแŒ แ‹ แˆฝแ‹แŠ• แ‹˜แˆญแ‰ แŠจแˆšแˆ˜แ‹ฐแ‰ฅแˆˆแ‰ต แ‰ แŒ€แ‰ต แŠ แŠ•แƒแˆญ แ‰ แŒฃแˆ แŠ แŠ“แˆณ แАแ‹แข

แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แ‹จแˆ…แ‰ตแˆ˜แ‰ต แŠฅแŠ“ แŠคแˆŒแŠญแ‰ตแˆฎแŠ’แŠญแˆต แˆšแ‹ฒแ‹ซ แ•แˆฎแŒแˆซแˆžแ‰ฝ แˆฒแˆแ‰ฐแˆน แˆˆแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆดแŠญแ‰ฐแˆญ แˆฝแ‹แŠ• แ‹จแˆšแˆฐแŒก แ‹จแˆšแ‹ฒแ‹ซ แ•แˆฎแŒแˆซแˆžแ‰ฝ แ‰ฅแ‹›แ‰ต แŠฅแ‹šแˆ… แŒแ‰ฃ แ‹จแˆšแ‰ฃแˆ แŠ แ‹ญแ‹ฐแˆˆแˆแค แ‰ แŠ แŠ•แƒแˆฉ แˆšแ‹ฒแ‹ซแ‹ แˆˆแˆตแ–แˆญแ‰ต แŠฅแŠ“ แˆ˜แ‹แŠ“แŠ› แŠฅแŠ•แ‹ฐแˆšแˆฐแŒ แ‹ แˆฐแŠ แ‹จแŠ แ‹จแˆญ แˆฐแŠ แ‰ต แˆˆแ‹šแˆ… แ‹ˆแˆณแŠ แ‹จแŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹˜แˆญแ แŠ แˆˆแˆ˜แˆตแŒ แ‰ฑ แ‹ˆแˆณแŠ แ‹ˆแˆณแŠ แŒฅแ‹ซแ‰„แ‹Žแ‰ฝแŠ• แ‹จแˆšแ‹ซแŒญแˆญ แАแ‹แข


แ‰ แ‰ฐแˆ˜แˆณแˆณแ‹ญแฆ แŠจแ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŠ แŠ•แƒแˆญ แŠซแ‹จแАแ‹ แ‹จแˆแŠ“แŒˆแŠ˜แ‹ แ‹แŒคแ‰ต แ‰ฐแˆ˜แˆณแˆณแ‹ญ แАแ‹แข แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แˆ‹แ‹ญ แ‰ตแŠฉแˆจแ‰ต แŠ แ‹ตแˆญแŒˆแ‹ แ‹จแˆšแˆ แˆฉ แŒ‹แ‹œแŒ แŠžแ‰ฝแˆ แŠ แˆ‰ แˆˆแˆ›แˆˆแ‰ต แ‹จแˆšแ‹ซแˆตแ‹ฐแแˆญ แŠ แ‹ญแ‹ฐแˆˆแˆแข แŠจแ‹šแˆ… แŠ แŠ•แƒแˆญ แˆฒแ‰ณแ‹ญ แ‰ แŠ› แˆ€แŒˆแˆญ แ‹จแˆšแ‹ฒแ‹ซ แ‹แ‹แ‹ต แ‹จmedia Specialization แ‰ฝแŒแˆญ แ‹ญแˆตแ‰ฐแ‹‹แˆ‹แˆแข แˆตแ–แˆญแ‰ตแŠ“ แˆ™แ‹šแ‰ƒ แˆ‹แ‹ญ แ‰ฅแ‰ป แ‰ตแŠฉแˆจแ‰ต แŠ แ‹ตแˆญแŒˆแ‹ แ‹จแˆšแˆ แˆฉ แŒ‹แ‹œแŒ แŠžแ‰ฝ แŠฅแŠ“ แ•แˆฎแŒแˆซแˆžแ‰ฝ แ‹จแˆ˜แ‰ฅแ‹›แ‰ณแ‰ธแ‹แŠ• แ‹ซแˆ…แˆแฃ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ‰แŠ• แŒ แŠ•แ‰…แ‰€แ‹ แ‹จแˆšแ‹ซแ‹แ‰แฃ แ‰ แ‹ญแ‹˜แ‰ถแ‰ฝ แˆ‹แ‹ญ แ‰ฐแˆ˜แˆตแˆญแ‰ฐแ‹ แ•แˆฎแŒแˆซแˆžแ‰ฝแŠ• แˆŠแˆ แˆฉ แ‹จแˆšแ‰ฝแˆ‰ แŒ‹แ‹œแŒ แŠžแ‰ฝแˆ แ‹จแŒแ‹ต แ‹ซแˆตแˆแˆแŒ‹แˆ‰แข

แŠฅแŠ•แ‹ฐแˆšแ‰ณแ‹ˆแ‰€แ‹ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠจแแ‰ฐแŠ› แ‰ แŒ€แ‰ต แ‰ฅแ‰ป แ‹จแˆšแˆ˜แ‹ฐแ‰ฅแˆˆแ‰ต แˆดแŠญแ‰ฐแˆญ แŠ แ‹ญแ‹ฐแˆˆแˆแข แŠจแแ‰ฐแŠ› แ‹จแˆฅแˆซ แ‹•แ‹ตแˆ แˆแŒฃแˆช แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แАแ‹แข แŠจแŒแ‰ฅแˆญแŠ“ แ‰€แŒฅแˆŽ แ‰ตแˆแ‰ แˆฅแˆซ แˆแŒฃแˆช แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆดแŠญแ‰ฐแˆญ แАแ‹แข

แ‹ญแˆ… แŒแ‹™แ แˆดแŠญแ‰ฐแˆญแฃ แˆˆแŠ แŠ•แ‹ต แˆ€แŒˆแˆญ แŠขแŠฎแŠ–แˆšแ‹ซแ‹Š แ‹•แ‹ตแŒˆแ‰ต แ‹ซแˆˆแ‹ แ‹ตแˆญแˆป แˆฐแŠ แАแ‹ แ‹จแˆšแ‰ฃแˆˆแ‹ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆˆแˆแˆ‰แˆ แ‹จแŠขแŠฎแŠ–แˆš แ‹˜แˆญแ แ‹ˆแˆณแŠ แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แˆตแˆˆแˆ†แА แАแ‹แข

แŠจแ‰ฑแˆชแ‹แˆ แŠฅแˆตแŠจ แŠ แ‹ญแ‰ฒแฃ แŠจแˆ›แ‹•แ‹ตแŠ• แŠฅแˆตแŠจ แˆ›แŠ‘แ‹แŠญแ‰ธแˆชแŠ•แŒ แ‹•แ‹ตแŒˆแ‰ต แˆฒแ‰ณแˆฐแ‰ฅ แŠจแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹แŒช แ‹จแˆšแ‰ณแˆฐแ‰ฅ แŠ แ‹ญแ‹ฐแˆˆแˆแข แ‹ญแˆ… แ‹ฐแŒแˆž แ‰ แˆšแ‹ฒแ‹ซ แ‹จแˆ›แ‹ญแ‰ณแŒˆแ‹ แŠจแˆ†แА แ‰ตแˆญแ‰ แ‹ตแŠซแˆ แ‰ฅแ‰ป แАแ‹ แ‹จแˆšแˆ†แАแ‹แข

แˆŒแˆ‹แ‹ แ‰ขแ‰€แˆญ แ‹จแˆ›แŠ‘แ‹แŠญแ‰ธแˆชแŠ•แŒ แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹แฃ แŠจแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŒ‹แˆญ แ‹ซแˆˆแ‹แŠ• แ‰แˆญแŠแ‰ต แ‰ฅแ‰ป แ‰ แˆ›แ‹จแ‰ต แˆˆแ‹˜แˆญแ แŠจแแ‰ฐแŠ› แ‰ตแŠฉแˆจแ‰ต แˆŠแˆฐแŒ แ‹ แŠฅแŠ•แ‹ฐแˆšแŒˆแ‰ฃ แˆ˜แˆจแ‹ณแ‰ต แ‹ญแ‰ปแˆ‹แˆแข

แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆˆแˆ›แŠ‘แ‹แŠญแ‰ธแˆชแŠ•แŒ แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹จแŒ€แˆญแ‰ฃ แŠ แŒฅแŠ•แ‰ต แАแ‹ แ‰ฅแ‰ป แ‰ฐแ‰ฅแˆŽ แ‹จแˆšแŒˆแˆˆแŒฝ แŠ แ‹ญแ‹ฐแˆˆแˆแข แˆฒแˆšแŠ•แ‰ถแฃ แ‰ฅแˆจแ‰ตแฃ แ‰€แˆˆแˆแฃ แˆดแˆซแˆšแŠญแฃ แˆ˜แˆตแ‰ณแ‹ˆแ‰ตแฃ แ•แˆ‹แˆตแ‰ฒแŠญแฃ แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แ‹•แ‰ƒแฃ แˆแˆญแŠ’แ‰ธแˆญ แ‹ˆแ‹˜แ‰ฐ แ‰ แˆ™แˆ‰ แ‹จแˆšแˆ˜แˆจแ‰ฐแ‹ แˆˆแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆดแŠญแ‰ฐแˆญ แ‰ฐแ‰ฅแˆŽ แАแ‹แข


แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰ แˆญแŠซแ‰ณ แ‹จแŠแŠ’แˆบแŠ•แŒ แˆ›แ‰ดแˆชแ‹ซแˆŽแ‰ฝ แ‰ แ‹แŒญ แˆแŠ•แ‹›แˆช แŠจแ‹แŒช แАแ‹ แ‹จแˆแ‰ณแˆตแŒˆแ‰ฃแ‹แข แ‹ญแˆ…แŠ• แˆ˜แˆ‹ แ‹จแˆšแ‹ซแˆตแˆแˆแŒˆแ‹ แŠ แŠ•แŒˆแ‰ฅแŒ‹แ‰ข แŒ‰แ‹ณแ‹ญ แАแ‹แข แŠจ80 แŠจแˆ˜แ‰ถ แ‰ แˆ‹แ‹ญ แ‹จแˆšแˆ†แАแ‹ แ‹จแŠแŠ’แˆบแŠ•แŒ แˆ›แ‰ดแˆชแ‹ซแˆ แŠ แˆแŠ•แˆ แŠจแ‹แŒช แАแ‹ แ‹จแˆšแˆ˜แŒฃแ‹แข 

แ‹ญแˆ… แˆดแŠญแ‰ฐแˆญ แ‰ แˆšแ‹ฒแ‹ซ แ‰ แŒฃแˆ แˆ˜แ‹ฐแŒˆแ แŠ แˆˆแ‰ แ‰ต แ‹จแˆšแ‰ฃแˆˆแ‹ แˆˆแ‹šแˆ… แАแ‹แข แ‰ฐแŠจแ‰ณแ‰ณแ‹ญ แ‹จแˆ†แА แ‹จแˆ›แ‹ญแ‰‹แˆจแŒฅ แ‹จแˆšแ‹ฒแ‹ซ แˆฝแ‹แŠ• แŠ แŒˆแŠ˜ แˆ›แˆˆแ‰ต แŒฅแ‰…แˆ™ แ‰ฅแ‹™ แАแ‹แข แ‹จแˆ€แŒˆแˆญ แ‹แˆตแŒฅ แˆแˆญแ‰ถแ‰ฝแŠ• แˆ˜แˆ แˆจแ‰ต แ‹ซแ‹ฐแˆจแŒ‰ แ‹จแˆšแ‹ฒแ‹ซ แˆฝแ‹แŠ–แ‰ฝ แ‹ซแˆตแˆแˆแŒ‹แˆ‰แข แ‹˜แˆญแ‰ แŠซแˆ‰แ‰ แ‰ต แˆแ‰ฐแŠ“แ‹Žแ‰ฝ แ‰ฐแˆ‹แ‰† แ‰ฐแŠช แ‹จแŠแŠ’แˆบแŠ•แŒ แˆแˆญแ‰ถแ‰ฝ แ‰ แˆตแ‹แ‰ต แŠฅแŠ•แ‹ฒแ‹ซแˆ˜แˆญแ‰ต แ‰ แˆšแ‹ฒแ‹ซ แˆ˜แ‰ณแŒˆแ‹ แŠ แˆˆแ‰ แ‰ตแข แˆแŠญแŠ•แ‹ซแ‰ฑแˆแฆ แ‹จแˆดแŠญแ‰ฐแˆฉ แŠขแŠฎแŠ–แˆšแ‹ซแ‹Š แŠ แˆตแ‰ฐแ‹‹แŒฝแŠฆ แŠฅแ‹จแŒŽแˆ‹ แ‹ญแˆ˜แŒฃแˆแข แ‰ แ‹˜แˆญแ‰ แ‹จแˆšแˆตแ‰ฐแ‹‹แˆ‰ แˆ™แˆตแŠ“ แŠฅแŠ“ แŠ แ‰ฃแŠซแŠแАแ‰ต แŠฅแŠ•แ‹ฒแ‰€แŠ•แˆต แ‰ฅแˆŽแˆ แŠฅแŠ•แ‹ฒแŒ แ‹ แˆˆแ‹˜แˆญแ‰ แ‹จแˆšแˆฐแŒ แ‹ แ‹จแˆšแ‹ฒแ‹ซ แˆฝแ‹แŠ• แ‹ˆแˆณแŠแАแ‰ฑ แˆ‹แ‰… แ‹ซแˆˆ แАแ‹แข

แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แŠฅแŠ“ แ‰ แŒ€แ‰ต แ‰ แŒฅแˆซแ‰ต แ‰ฐแŒˆแŠ•แ‰ฅแ‰ฐแ‹ แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰ แˆšแ‹ฒแ‹ซ แ‹ซแˆˆแ‹ แˆšแŠ“ แ‰ฐแŠช แŠ แ‹ญแŒˆแŠแˆˆแ‰ตแˆแข

แŠ แˆแŠ• แŠ แˆแŠ• แŒแŠ•แ‰ฃแ‰ณ แˆ›แˆˆแ‰ต แ‰ดแŠญแŠ–แˆŽแŒ‚ แˆ†แŠ—แˆแข แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แŠ• แŠจแ‰ดแŠญแŠ–แˆŽแŒ‚ แ‹แŒช แˆ›แˆฐแ‰ฅ แŒจแˆญแˆถแ‹แŠ‘ แ‹จแˆ›แ‹ญแ‰ณแˆฐแ‰ฅ แАแ‹แข แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‹ˆแ‹ฐ แˆ€แŒˆแˆญ แ‹แˆตแŒฅ แŠฅแŠ•แ‹ฒแŒˆแ‰ฃ แ‹ฐแŒแˆž แˆšแ‹ฒแ‹ซ แ‹ซแˆˆแ‹ แ‹ตแˆญแˆป แŒ‰แˆแˆ… แАแ‹แข

แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŒˆแŠ“ แŠจแแ‰ฐแŠ› แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แ‹แˆญแŒแ‰ณ  แ‹จแˆšแ‹ซแˆตแˆแˆแŒ‹แ‰ต แˆ€แŒˆแˆญ แˆตแˆˆแˆ†แАแ‰ฝ แˆ˜แŒ แА แˆฐแŠ แ‰ แŒ€แ‰ต แ‰ แ‹šแˆ… แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‰ แŠฉแˆ แˆ›แˆˆแ‰ แ‹จแˆ›แ‹ญแ‰€แˆญ แАแ‹แข

แˆšแ‹ฒแ‹ซแ‹ แ‹ญแˆ…แŠ•แŠ• แˆˆแˆ€แŒˆแˆญ แ‰ตแˆแ‰… แŒฅแ‰…แˆ แ‹ซแˆˆแ‹ แŠขแŠ•แ‹ฐแˆตแ‰ตแˆชแŠ• แˆณแ‹ญแ‹ฐแŒแ แˆ€แŒˆแˆญ แ‹˜แˆ‹แ‰‚ แˆแˆ›แ‰ตแŠ• แ‰ณแŠซแˆ‚แ‹ณแˆˆแ‰ฝแค แ‹œแŒŽแ‰ฝแˆ แ‰ฐแŒ แ‰ƒแˆš แ‹ญแˆ†แŠ“แˆ‰ แˆ›แˆˆแ‰ต แ‹˜แ‰ แ‰ต แАแ‹แฃ แ‹จแŠ› แˆ€แŒˆแˆญ แˆšแ‹ฒแ‹ซแ‹Žแ‰ฝแฆแˆฌแ‹ฒแ‹ฎแˆ แˆ†แА แ‰ฒแ‰ช แŠฅแŠ•แ‹ฒแˆแˆ แ‹˜แˆ˜แŠ• แŠ แˆ˜แŒฃแˆน แˆถแˆปแˆ แˆšแ‹ฒแ‹ซ แˆˆแˆดแŠญแ‰ฐแˆฉ แˆฐแŠ แˆฝแ‹แŠ• แ‹จแˆšแˆฐแŒกแ‰ แ‰ตแŠ• แˆตแ‰ตแˆซแ‰ดแŒ‚ แАแ‹ตแˆแ‹ แ‰ขแŠ•แ‰€แˆณแ‰€แˆฑ แˆ€แŒˆแˆญ แ‰ตแŒ แ‰€แˆ›แˆˆแ‰ฝแข

@etconp
โค11๐Ÿ‘7
๐Ÿ‘‰แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แˆ›แˆ…แ‰ แˆญ แ•แˆฌแ‹˜แ‹ณแŠ•แ‰ต แŠขแŠ•แŒ‚แАแˆญ แ‹จแˆฑแ แˆ˜แˆ€แˆ˜แ‹ต แ‹จแŠ แแˆชแŠซ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŒแ‹ดแˆฌแˆฝแŠ• แ‹จแˆตแˆซ แŠ แˆ˜แˆซแˆญ แŠ แ‰ฃแˆ แˆ†แАแ‹ แ‰ฐแˆ˜แˆจแŒกแข

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แˆ›แˆ…แ‰ แˆญ แ‰ แŒแ‰ฅแ… แŠซแ‹ญแˆฎ แ‰ แˆšแŠซแˆ„แ‹ฐแ‹ 20แŠ›แ‹ แ‹จแŠ แแˆชแŠซ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŠ แˆถแˆดแˆฝแŠ• แŠฅแ‹จแ‰ฐแˆณแ‰ฐแˆ แ‹ญแŒˆแŠ›แˆแข

แ‹จแŠขแ‰ตแ‹ฎแŒฒแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆตแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แˆ›แˆ…แ‰ แˆญ แ•แˆฌแ‹แ‹ณแŠ•แ‰ต แ‹จแˆ†แŠ‘แ‰ต แŠข/แˆญ แ‹จแˆฑแ แˆ˜แˆแˆ˜แ‹ต แ‰ แŒแ‰ฅแŒฝ แŠซแ‹ญแˆฎ แŠฅแ‹จแ‰ฐแŠซแˆ„แ‹ฐ แ‰ แˆšแŒˆแŠ˜แ‹ 20 แŠ›แ‹ แ‹จแŠ แแˆชแŠซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แˆ›แŠ…แ‰ แˆซแ‰ต แŒแ‹ดแˆฌแˆฝแŠ•(AFCCA) แŒ‰แ‰ฃแŠค แˆ‹แ‹ญ แˆ /แ•แˆฌแ‹˜แ‹ณแŠ•แ‰ต แˆ†แАแ‹ แ‰ฐแˆ˜แˆจแŒกแข


แ‰ แŠ แแˆชแŠซ แŠจแ‰…แˆญแ‰ฅ แŒŠแ‹œ แ‹ˆแ‹ฒแˆ… แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แŠฅแŠ“ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‰ แˆตแˆซแ‹Žแ‰ฝ แ‰ แˆฐแŠแ‹ แ‹จแˆ˜แˆณแ‰ฐแ แˆ™แŠจแˆซแ‹Žแ‰ฝแŠ• แ‹จแ‰ แˆˆแŒ  แˆˆแˆ›แˆฃแ‹ฐแŒ แŠข/แˆญ แ‹ฉแˆฑแ แˆ˜แˆ€แˆ˜แ‹ต แˆ/แ•แˆฌแ‹˜แ‹ณแŠ•แ‰ต แˆ†แАแ‹ แˆ˜แˆ˜แˆจแŒฃแ‰ธแ‹ แŠฅแŠ•แ‹ฐ แ‰ตแˆแ‰… แŠ แŒ‹แŒฃแˆš แ‹จแˆšแ‹ˆแˆฐแ‹ต แ‹ญแˆ†แŠ“แˆแข

แˆ›แŠ…แ‰ แˆฉ แˆˆแˆšแ‹ซแ‹ฐแˆญแŒˆแ‹ แˆแˆˆแŠ•แ‰ฐแŠ“แ‹Š แŠฅแ‰…แ‹ต แ‹ฐแŒแˆž แ‹จแˆžแˆซแˆ แˆตแŠ•แ‰… แ‹จแˆšแˆ†แŠ• แАแ‹แข

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŠฅแŠ“ แ‹จแ‹˜แˆญแ‰ แ‰ฐแ‹‹แŠ“แ‹ฎแ‰ฝ แŠฅแŠ•แŠณแŠ• แ‹ฐแˆต แ‹ซแˆ‹แ‰ฝแˆ๐Ÿ™

@etconp
โค21๐Ÿ‘2๐Ÿ”ฅ1
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
๐ŸšงPreparatory Works (Before Execution)

โบ1. Review Structural and Geotechnical Drawings:

โ€ข Confirm pile type (CFA, Bored, Driven, Micro-pile, etc.)
โ€ข Check pile diameters, depths, spacing, and load capacity.

โบ2. Site Survey and Marking:

โ€ข Set out the pile locations accurately using Total Station or GPS.
โ€ข Mark pile points using wooden pegs or steel rods with clear identifiers.

โบ3. Equipment and Site Preparation:

โ€ข Ensure the piling rig, tremie pipes, concrete pump, and reinforcement cages are on-site and calibrated.
โ€ข Clean and level the working platform for stability.

๐Ÿšง2. Execution Steps (On-Site Piling Works)

๐Ÿ”ธ Steps may slightly vary depending on the pile type (CFA, Bored, Driven), but generally follow the below:

โบ1. Drilling / Driving:

โ€ข For Bored Piles: Drill to the designed depth using auger or rotary tools.
โ€ข For Driven Piles: Hammer the precast pile using hydraulic hammer or vibro hammer.
โ€ข For CFA Piles: Use continuous flight auger to drill while displacing soil.

โบ2. Inspection of Borehole:

โ€ข Check pile depth, verticality, and cleanliness.
โ€ข If groundwater is present, consider dewatering or casing as needed.

โบ3. Concrete Pouring:

โ€ข Concrete is poured using a tremie pipe for deep piles or under water conditions.
โ€ข Continuous pouring is critical to avoid cold joints or soil intrusion.
โ€ข Concrete slump should be high (typically 180โ€“220 mm).

โบ4. Rebar Cage Installation:

โ€ข Insert reinforcement cage carefully into the fresh concrete.
โ€ข Use centralizers (spacers) to maintain cage position and cover.

๐Ÿšง3. Quality Control (QC) and Documentation

โ€ข Slump Test and Concrete Cube Samples (every 50 mยณ or as per spec).
โ€ข Record the following:
โ€ข Pile Number
โ€ข Start & finish times
โ€ข Depth
โ€ข Concrete volume used
โ€ข Rebar cage length and insertion time
โ€ข Pile Integrity Test (PIT) if required by specification.

๐Ÿšง4. Health, Safety & Environment (HSE) Measures

โ€ข Ensure all safety permits (PTW) are in place before starting.
โ€ข Secure all pile locations with barricades and warning signs.
โ€ข Full PPE is mandatory: helmet, vest, gloves, goggles, and safety boots.
โ€ข Always have a safety officer monitoring operations.

@etconp
โค15๐Ÿ”ฅ1๐Ÿ‘1
๐Ÿ‘‰A box girder is a type of structural element that is commonly used in bridges and buildings.

Its design resembles a hollow rectangular or box-shaped beam, which provides high strength and stiffness.

๐Ÿ’ซHere are some key points about box girders:

Structure:

- Shape: The cross-section is typically rectangular or square, which maximizes the area for bending and shear forces.
- Material: Box girders can be made from various materials, including steel, concrete, or a combination of both.

Benefits:

- Strength-to-Weight Ratio: They have a high strength-to-weight ratio, making them efficient for carrying heavy loads with less material.
- Versatility: Box girders are suitable for various applications, including bridges, overpasses, and even high-rise buildings.
- Aesthetic Appeal: Their smooth, simple design can be visually appealing in architectural designs.

๐ŸšงApplications:
- Bridges: Box girders are often used in highway and railway bridges due to their ability to span long distances.
- Buildings: In buildings, they can support floors and roofs, providing open spaces without columns.

๐ŸšงConstruction:
- Erection: Box girders can be prefabricated and transported to the construction site, allowing for quicker assembly.
- Connections: They can be connected to other structural elements using various methods, including welding or bolting.

๐ŸšงConsiderations:
- Weight:While they are efficient, box girders can be heavy, which might require careful planning for transport and erection.
- Design Codes: Engineers must ensure that the design complies with local building codes and safety standards.

๐Ÿ”ฐOverall, box girders are a crucial component in modern engineering, providing a balance of strength, efficiency, and aesthetics.

A box girder bridge is made of horizontal beams, often shaped like a hollow rectangle or box. These bridges are commonly used for long spans, including highway and railway bridges, due to their strength and versatility in construction.

Construction: Box girder bridges are typically built using materials such as steel, reinforced concrete, or prestressed concrete. They consist of two main girders, often supported by cross-bracing or diaphragms to enhance stability.
Applications: These bridges are utilized in various contexts, including highway and railway bridges, pedestrian bridges, and even some building structures.

Specifications: The specifications for box girder bridges depend on factors such as span length, traffic load, environmental conditions, and the materials used. Engineers take into account the needed strength, durability, and cost-effectiveness when designing these bridges.

โญ๏ธAdvantages:
1. High Strength: Box girder bridges are known for their high strength-to-weight ratio, making them suitable for long spans and heavy loads.
2. Versatility: They can be designed to accommodate different types of traffic loads and environmental conditions.
3. Aesthetic Appeal: The box shape provides opportunities for architectural design, making these bridges visually appealing.
4. Ease of Construction: The construction methods for box girder bridges are well-established, resulting in relatively straightforward building processes.
5. Longevity: When properly designed and maintained, box girder bridges can have a long service life.

๐ŸทDisadvantages:
1. Cost: Box girder bridges can be more expensive to construct compared to simpler bridge designs.
2. Maintenance:The hollow sections of box girders may be susceptible to moisture ingress and corrosion, necessitating regular maintenance.
3. Complexity:The design and construction of box girder bridges can be more intricate than that of other bridge types, requiring careful engineering and skilled labour.
4. Limited Flexibility: Once constructed, box girder bridges offer limited flexibility for future modifications or expansions, compared to some other bridge designs.
๐Ÿ”ฐOverall, box girder bridges are a popular choice for many infrastructure projects due to their strength, versatility, and aesthetic appeal, despite some drawbacks related to cost and maintenance.

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โค10๐Ÿ‘2
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๐Ÿ‘‰Reasons for cause and description of type of cracks

โญ๏ธ1. Diagonal Cracks

โบThe main cause of diagonal cracks in concrete columns is
โบInadequate load carrying capacity of the columns;
โบinsufficient cross-section and inadequate reinforcement steel.
โบDiagonal Cracks would influence structural soundness and hence it needs to be dealt with.

โญ๏ธ2. Horizontal Cracks

โบHorizontal crack in reinforced concrete column is observed to initiate mostly at the beam-column junction, and on column face where tensile stress is large.
โบColumns with in adequate moment resistance capacity,
โบInsufficient reinforcements, or disposition of installed reinforcement are prone to horizontal cracking

๐Ÿ’ซHorizontal cracks substantially reduce the shear strength of the column leading to a greatly increased risk of failure. So, it is required to be tackled as soon as

โญ๏ธ3. Splitting Cracks

โบSplitting cracks in reinforced concrete column are short parallel vertical cracks with non-uniform width.
โบColumns with Insufficient steel reinforcement, and low concrete quality are susceptible to experience such types of cracks.
โบSplitting cracks in concrete columns initiated as a result of reaching its maximum load carrying capacity.

โญ๏ธ4. Corrosion Cracks

โบCorrosion cracks in concrete columns are developed along the line of reinforcements.

โบThis type of cracks is commonly uniform in width and widen as the column is ageing.

๐Ÿ’ซPossible reinforcement corrosion and inadequate bond between concrete and steel bars are the cause of corrosion reinforcement in concrete columns.

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โค9๐Ÿ”ฅ1
๐Ÿ‘‰3แ‰ฐแŠ›แ‹ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแ‹’แ‰ต แŠจแˆฐแŠ” 19 แŠฅแˆตแŠจ 21 แ‰ แˆšแˆŠแŠ’แ‹จแˆ แŠ แ‹ณแˆซแˆฝ แŠฅแŠ•แ‹ฐแˆšแŠซแˆ„แ‹ต แ‰ฐแŒˆแˆˆแŒธ

๐Ÿ’ซแ‰ แŠจแ‰ฐแˆ› แŠฅแŠ“ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆšแŠ’แˆตแ‰ดแˆญ แŠฅแ‹แ‰…แŠ“ แ‰ฐแˆฐแŒฅแ‰ถแ‰ต แ‰ แ‹“แˆˆแˆ แŠ แ‰€แ‰ แ‹ฒแŠคแˆแŒ‚ แŠขแ‰จแŠ•แ‰ต (dmg events) แ‹จแˆšแ‹˜แŒ‹แŒ€แ‹ แˆฆแˆตแ‰ฐแŠ›แ‹ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹จแ‰ขแŒ 5 แŠฎแŠ•แˆตแ‰ตแˆซแŠญแ‰ต แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แŠคแŒแ‹šแ‰ขแˆฝแŠ•แค แˆฒแˆแ–แ‹šแ‹จแˆ แŠฅแŠ“ แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแ‹’แ‰ตแŠ• แŠจแˆแˆตแˆซแ‰… แŠ แแˆชแŠซ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แŠฅแŠ“ แ‹จแ‹แˆ€ แŠคแŠญแˆตแ– แŒ‹แˆญ แ‰ แˆ˜แ‰ฐแ‰ฃแ‰ แˆญ แŠจแˆฐแŠ” 19 แŠฅแˆตแŠจ 21 แ‰€แŠ• 2017 แ‹“.แˆ แ‹ตแˆจแˆต แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆšแˆŠแŠ’แ‹จแˆ แŠ แ‹ณแˆซแˆฝ แŠฅแŠ•แ‹ฐแˆšแŠซแˆ„แ‹ต แ‰ฐแŒˆแˆแŒฟแˆแข

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แ‹ˆแ‹ฐ 67 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแˆšแŒˆแˆ˜แ‰ต แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒˆแ‰ แ‹ซแŠ• แŠฅแŠ“ 395 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแˆšแŒˆแˆ˜แ‰ต แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แŒˆแ‰ แ‹ซแŠ• แ‰ แˆ˜แ‹ฐแŒˆแ แ‹˜แˆญแˆ แ‰ฅแ‹™ แ‰ตแ‰ฅแ‰ฅแˆญ แŠฅแŠ“ แŒ แŠ•แŠซแˆซ แˆตแ‰ตแˆซแ‰ดแŒ‚แŠซแ‹Š แ‹จแŠ•แŒแ‹ต แ‰ตแˆฅแˆฅแˆญ แ‹ญแˆแŒฅแˆซแˆ แ‰ฐแ‰ฅแˆแˆแข

แ‹จแŠจแ‰ฐแˆ›แŠ“ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆšแŠ’แˆตแ‰ดแˆญ แˆšแŠ’แˆตแ‰ตแˆญ แ‹ˆ/แˆฎ แŒซแˆแ‰ฑ แˆณแŠ’แค แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ แˆแˆˆแ‰ต แŒŠแ‹œ แ‹จแ‰ฐแŠซแˆ„แ‹ฑแ‰ต แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแŠขแ‰ต แŠจแ‹“แˆˆแˆ แˆ€แŒˆแˆซแ‰ต แŒ‹แˆญ แŠจแแ‰ฐแŠ› แ‹จแˆ†แА แŠฅแ‹แ‰…แ‰ตแŠ“ แˆแˆแ‹ต แˆˆแˆ˜แ‰…แˆฐแˆ แ‹ซแˆตแ‰ปแˆˆ แŠฅแŠ•แ‹ฐแАแ‰ แˆจ แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

แ‹˜แŠ•แ‹ตแˆฎ แ‰ แˆšแŠซแˆ„แ‹ฐแ‹ แ‰ แˆฆแˆตแ‰ฐแŠ›แ‹ แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแŠขแ‰ต แˆ‹แ‹ญ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ‰แŠ• แŠจแˆ›แАแ‰ƒแ‰ƒแ‰ต แ‰ฃแˆปแŒˆแˆญแค แˆˆแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠขแŠฎแŠ–แˆš แ‰ตแˆแ‰… แŠ แˆตแ‰ฐแ‹‹แ…แŠฆ แŠฅแŠ•แ‹ณแˆˆแ‹ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠจแŒแ‰ฅแˆญแŠ“ แ‰€แŒฅแˆŽ แ‰ตแˆแ‰… แ‹จแˆ†แА แŠขแŠฎแŠ–แˆš แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆฐแ‹ แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ‰ แŠฅแŠ•แ‹ฐแˆ†แА แ‹จแŒˆแˆˆแŒนแ‰ต แˆšแŠ’แˆตแ‰ตแˆฏแค แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠจแ‹“แˆˆแˆ แˆ€แŒˆแˆซแ‰ต แˆแˆแ‹ต แŠจแˆ˜แ‰…แˆฐแˆ แ‰ฃแˆˆแˆแˆ แ‹ซแˆ‹แ‰ตแŠ• แŠ แ‰…แˆ แˆˆแˆ›แˆณแ‹จแ‰ตแŠ“ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚แŠ“ แ‹จแŠฅแ‹แ‰€แ‰ต แˆฝแŒแŒแˆญ แˆˆแˆ›แ‹ตแˆจแŒ แ‰ตแˆแ‰… แŠฅแ‹ตแˆ แŠฅแŠ•แ‹ฐแˆ†แА แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‹จแ‹ฒแŠคแˆแŒ‚ แŠขแ‰จแŠ•แ‰ต แˆแŠญแ‰ตแˆ แ•แˆฌแ‹แ‹ณแŠ•แ‰ต แ‰คแŠ• แŒแˆชแŠ’แˆฝ แ‰ แ‰ แŠฉแˆ‹แ‰ธแ‹แค แ‰ขแŒ 5 แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแŠขแ‰ต แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แ‹จแˆแˆ›แ‰ต แ‹แ‹ญแ‰ถแ‰ฝแฃ แˆ›แ‰ แˆจแ‰ณแ‰ปแ‹Žแ‰ฝแฃ แ‹จแŠฎแŠ•แˆแˆจแŠ•แˆต แŠฅแŠ“ แŠคแŒแ‹šแ‰ขแˆฝแŠ–แ‰ฝ แ‹˜แˆญแแŠ• แ‰ แˆ›แ‹˜แˆ˜แŠ• แŠจแแ‰ฐแŠ› แˆšแŠ“ แŠฅแŠ•แ‹ณแˆˆแ‹ แŒˆแˆแ€แ‹‹แˆแข

แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แŠ“ แ‰ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แˆฅแА-แˆแŠ…แ‹ณแˆฉ แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ตแŠ• แˆˆแˆ˜แˆณแ‰ฅ แ‹จแˆฅแˆซ แŠฅแ‹ตแˆ แˆแŒ แˆซแŠ• แ‰ แˆ˜แ‹ฐแŒˆแ แŠฅแŠ“ แ‰ แŠ•แŒแ‹ต แแˆฐแ‰ฑ แˆ‹แ‹ญ แ‰ฐแŒฝแŠฅแŠ– แ‰ แˆ›แˆณแ‹ฐแˆญ แˆˆแ‹˜แˆ‹แ‰‚ แˆแˆ›แ‰ต แŠ แˆตแ‰ฐแ‹‹แ…แŠฆ แŠฅแŠ•แ‹ฐแˆšแ‹ซแ‹ฐแˆญแŒ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ แ‰ แАแ‰ แˆจแ‹ แ‹จแŠ•แŒแ‹ต แ‰ตแˆญแŠขแ‰ต แ‰ แˆญแŠซแ‰ณ แ‹จแˆ€แŒˆแˆญ แ‹แˆตแŒฅ แŠซแˆแ“แŠ’แ‹Žแ‰ฝ แŠจแ‹“แˆˆแˆ แŠ แ‰€แ แŠซแˆแ“แŠ’แ‹Žแ‰ฝ แŒ‹แˆญ แ‹จแˆฅแˆซ แ‰ตแˆตแˆตแˆญ แˆ˜แแŒ แˆญ แŠฅแŠ•แ‹ฐแ‰ปแˆ‰ แ‹จแŒˆแˆˆแŒนแ‰ต แ‹ฐแŒแˆžแค แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซแ‹Žแ‰ฝ แŠฎแˆญแ–แˆฌแˆฝแŠ• แ‹‹แŠ“ แˆฅแˆซ แŠ แˆตแˆแƒแˆš แŠขแŠ•แŒ‚แАแˆญ แ‹ฎแŠ“แˆต แŠ แ‹ซแˆŒแ‹ แŠ“แ‰ธแ‹แข

แ‰ แ‹˜แŠ•แ‹ตแˆฎแ‹ แ‹“แˆ˜แ‰ตแˆ แ‹จแˆ€แŒˆแˆญ แ‹แˆตแŒฅ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‹“แˆˆแˆ แ‹จแ‹ฐแˆจแˆฐแ‰ แ‰ต แ‹ฐแˆจแŒƒ แˆ‹แ‹ญ แˆˆแˆ˜แ‹ตแˆจแˆตแŠ“ แˆแˆแ‹ต แˆˆแˆ˜แˆˆแ‹‹แ‹ˆแŒฅ แ‰ตแˆแ‰… แŠฅแ‹ตแˆ แŠฅแŠ•แ‹ฐแˆšแˆแŒฅแˆญแˆ‹แ‰ธแ‹ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แŠจแ‰ปแ‹ญแŠ“แฃ แŒ€แˆญแˆ˜แŠ•แฃ แˆ…แŠ•แ‹ตแฃ แŒฃแˆŠแ‹ซแŠ•แฃ แŠฌแŠ•แ‹ซแฃ แŠฆแˆ›แŠ•แฃ แˆฐแ‹‘แ‹ฒ แŠ แˆจแ‰ขแ‹ซ แŠฅแŠ“ แ‹จแ‰ฐแ‰ฃแ‰ แˆฉแ‰ต แŠ แˆจแ‰ฅ แŠขแˆšแˆฌแ‰ตแˆตแŠ• แŒจแˆแˆฎ แŠจ180 แ‰ แˆ‹แ‹ญ แŠจแˆšแˆ†แŠ‘แŠ“ แŠจ20 แˆ€แŒˆแˆซแ‰ต แ‹จแ‰ฐแ‹แŒฃแŒก แŠคแŒแ‹šแ‰ขแˆฝแŠ• แŠ แ‰…แˆซแ‰ขแ‹Žแ‰ฝแฃ แŠ แ‹ณแ‹ฒแˆต แ‹จแŒแŠ•แ‰ฃแ‰ณ แŠฅแŠ“ แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แŒแ‰ฅแŠฅแ‰ถแ‰ฝแŠ• แ‰ แŠ•แŒแ‹ต แ‰ตแˆญแ‹’แ‰ฑ แˆ‹แ‹ญ แ‹ซแ‰€แˆญแ‰ฃแˆ‰ แ‰ฐแ‰ฅแˆแˆแข

Via แŠ แˆแ‹ฑ แˆฌแ‹ฒแ‹ฎ

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โค4
๐Ÿ‘‰Road drainage systems are critical for maintaining the structural integrity and longevity of road pavements by managing water flow and preventing damage from moisture.

๐Ÿ”ฐBelow is a comprehensive explanation of road drainage systems, their components, types, and functions, tailored to complement the earlier discussion on road structure layers.

โ‡๏ธPurpose of Road Drainage Systems

โบThe primary goal of a road drainage system is to collect, convey, and dispose of water (from rainfall, groundwater, or other sources) to prevent it from compromising the road structure. Water can weaken pavement layers, especially the subgrade and subbase, by reducing their load-bearing capacity, causing erosion, or inducing frost heave in cold climates.

๐Ÿ’ซEffective drainage:

- Prevents water accumulation on the road surface, ensuring safe driving conditions.
- Protects the pavement layers from moisture-induced damage (e.g., rutting, cracking, or settlement).
- Minimizes erosion of embankments and adjacent areas.
- Extends the roadโ€™s service life by maintaining structural stability.

๐ŸทTypes of Road Drainage Systems

โบRoad drainage systems are broadly categorized into surface drainage and subsurface drainage, each addressing different sources of water.

๐Ÿšง1. Surface Drainage

Surface drainage manages water on or near the road surface, such as rainwater or runoff from adjacent areas. Its components include:

- Road Camber/Crown: The road surface is sloped (typically 2โ€“3% crossfall) to direct water toward the edges, preventing pooling on the pavement.
- Shoulders: Sloped shoulders (often 4โ€“6%) guide water away from the pavement into adjacent drainage systems. They may be paved or unpaved, depending on the road type.
- Side Ditches: Open channels along the roadโ€™s edges collect runoff from the pavement and surrounding areas. They are typically trapezoidal or V-shaped, lined with grass, concrete, or stone to prevent erosion.
- Culverts: Pipes or box structures placed under the road to convey water from one side to the other, preventing water buildup in ditches or low-lying areas. Culverts are sized based on expected runoff volumes.
- Catch Pits/Inlets: Structures that collect surface water and direct it into underground pipes or ditches, often used in urban areas or at low points.
- Outfall Channels: Ditches or channels that carry collected water to a natural water body (e.g., river, stream) or a designated disposal area.

โบFunction: Surface drainage ensures rapid removal of rainwater from the road surface and prevents runoff from infiltrating the pavement layers or eroding embankments.

๐Ÿšง2. Subsurface Drainage
Subsurface drainage controls groundwater and seepage that can weaken the subgrade, subbase, or base course layers. Its components include:

- Subsurface Drains: Perforated pipes or French drains installed below the pavement (often along the roadโ€™s edge or in the subbase) to collect and remove groundwater. These drains are surrounded by granular filter material to prevent clogging.
- Geotextiles: Permeable fabrics used in conjunction with subsurface drains to separate soil layers, filter water, and prevent fine particles from clogging drainage systems.
- Interceptor Drains: Drains placed upslope of the road to intercept groundwater before it reaches the pavement structure, reducing moisture in the subgrade.
- Aggregate Drainage Layers: Permeable layers (often part of the subbase or base course) designed to allow water to flow laterally to drains, preventing water buildup in the pavement structure.
- Weep Holes: Small openings in retaining walls or embankments to allow seepage water to escape, reducing hydrostatic pressure.

โบFunction: Subsurface drainage maintains the strength of pavement layers by keeping them dry, preventing softening of the subgrade, and mitigating frost action in cold regions.

@etconp
โค12
๐Ÿ‘‰PERMANENT ADJUSTMENTS OF DUMPY LEVEL AND THEODOLITE:

๐ŸทRequirements of dumpy level:

1. The axis of the bubble tube should be perpendicular to the vertical axis.

2. The horizontal cross hair should be in the plane perpendicular to the vertical axis is perpendicular to vertical axis.

3. The line of sight collimination should be parallel to the axis of bubble tube.

๐ŸทRequirements Of permanent adjustments in theodolite:

1. The plate level axis is perpendicular to vertical axis.

2. The horizontal axis is perpendicular to vertical axis.

3. The line of sight coincides with the optical axis of the telescope.

4. The axis of the altitude level is parallel to the line of sight.

5. When the line of sight is horizontal, vertical circle vernier should read zero.


@etconp
โค13
Sample TOR DBB.pdf
2.4 MB
๐Ÿ‘‰Sample Terms of Reference (TOR)

๐Ÿ’ซแˆˆแ‹ฒแ‹›แ‹ญแŠ•แˆ แˆ†แА แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰แŒฅแŒฅแˆญ แˆ›แˆ›แŠจแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ต Terms of Reference/TOR (แ‹จแˆตแˆซแ‹ แ‹แˆญแ‹แˆญ แˆ˜แŒแˆˆแŒซ) แˆณแ‹ซแ‹˜แŒ‹แŒ แˆ˜แАแŒ‹แŒˆแˆญ แˆ†แА แŠ แˆ›แŠซแˆช แˆˆแˆ˜แ‰…แŒ แˆญ แŒแ‹ฅ แˆ˜แˆแ€แˆ แŠ แ‹ณแŒ‹แ‰ฝ แАแ‹แข

๐Ÿšงแ‹จแˆ˜แŠ•แŒˆแ‹ต แ•แˆฎแŒ€แŠญแ‰ต แŒแŠ•แ‰ฃแ‰ณ แ‰แŒฅแŒฅแˆญ แˆ›แˆ›แŠจแˆญ แŠ แŒˆแˆแŒแˆŽแ‰ต (consultancy service for construction supervision) แˆ˜แАแˆป แ‹จแˆšแˆ†แŠ• TOR แŠ แ‹ซแ‹ญแ‹˜แŠ•แˆ‹แ‰ฝแŠ‹แˆแข

@etconp
โค6๐Ÿ™6๐Ÿ‘2
๐Ÿ‘‰แ‰ แ‰ตแŒแˆซแ‹ญ แŠญแˆแˆ แ‹จแ‰ณแˆชแŠซแ‹Šแ‹ แŠ แˆ-แАแŒƒแˆบ แˆ˜แˆตแŒ‚แ‹ต แŠฅแ‹ตแˆณแ‰ต แˆฅแˆซ แ‰ฐแŒ แŠ“แ‰€แ‰€แข

๐Ÿ’ซแˆฐแŠ” 18/2017 แ‰ แˆฐแˆœแŠ‘ แŒฆแˆญแАแ‰ต แ‹ˆแ‰…แ‰ต แŠจแแ‰ฐแŠ› แŒ‰แ‹ณแ‰ต แ‹จแ‹ฐแˆจแˆฐแ‰ แ‰ต แ‰ณแˆชแŠซแ‹Šแ‹ แ‹จแŠ แˆ แАแŒƒแˆบ แˆ˜แˆตแŒ‚แ‹ต แ‹จแŠฅแ‹ตแˆณแ‰ต แˆฅแˆซ แˆ˜แŒ แŠ“แ‰€แ‰แŠ• แ‹จแ‰ตแŒแˆซแ‹ญ แŠญแˆแˆ แ‰ฃแˆ…แˆแŠ“ แ‰ฑแˆชแ‹แˆ แ‰ขแˆฎ แŠ แˆตแ‰ณแ‹แ‰‹แˆแข

แ‹จแ‰ขแˆฎแ‹ แˆแŠญแ‰ตแˆ แŠƒแˆ‹แŠ แŠ แ‰ถ แŠƒแ‹ญแˆ‹แ‹ญ แ‰ แ‹จแА แŠฅแŠ•แ‹ฐแ‰ฐแŠ“แŒˆแˆฉแ‰ต แˆ˜แˆตแŒ‚แ‹ฑ แ‰ฃแˆˆแ‰แ‰ต 9 แ‹ˆแˆซแ‰ต แŠฅแ‹ตแˆณแ‰ต แˆฒแ‹ฐแˆจแŒแˆˆแ‰ต แ‰†แ‹ญแ‰ทแˆแกแก

แ‹จแŠฅแ‹ตแˆณแ‰ต แˆฅแˆซแ‹แˆ แŠจแ‰ฑแˆญแŠญ แˆแˆ›แ‰ต แŠคแŒ€แŠ•แˆฒ แ‰ แ‰ฐแŒˆแŠ˜ แ‹ตแŒ‹แ แˆ˜แŠจแŠ“แ‹ˆแŠ‘แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

แŠ แŠญแˆˆแ‹แˆ "แ‰ แŠ แˆแŠ‘ แŒŠแ‹œ แŠจแˆ˜แˆตแŒ‚แ‹ฑ แ‹จแ‰ฐแ‹˜แˆจแ‰ แ‰…แˆญแˆถแ‰ฝแŠ• แ‰แŒฅแˆญ แ‹จแˆ›แŒฃแˆซแ‰ต แˆฅแˆซ แŠฅแ‹จแ‰ฐแˆฐแˆซ แАแ‹" แˆฒแˆ‰ แŒˆแˆแŒธแ‹‹แˆแข

แ‰ แ‰ตแŒแˆซแ‹ญ แŠญแˆแˆ แŠจแ‹‰แ‰…แˆฎ 11 แŠชแˆŽแˆœแ‰ตแˆญ แŠจแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ 800 แŠชแˆŽแˆœแ‰ตแˆญ แˆญแ‰€แ‰ต แˆ‹แ‹ญ แ‹จแˆšแŒˆแŠ˜แ‹‰ แŠ แˆแАแŒƒแˆบ แˆ˜แˆตแŒ‚แ‹ต แ‰ แŠฅแˆตแˆˆแˆแŠ“ แŠฅแˆแАแ‰ต แ‰ฐแŠจแ‰ณแ‹ฎแ‰ฝ แ‹˜แŠ•แ‹ต แŠจแแ‰ฐแŠ› แ‰ฆแ‰ณ แ‹จแˆšแˆฐแŒ แ‹‰ แ‰ณแˆชแŠซแ‹Š แˆ˜แˆตแŒ‚แ‹ต แˆ˜แˆ†แŠ‘ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข

แˆแŠ•แŒญ แŠ แˆแ‹ฑ แ‰ดแˆŒแ‰ชแ‹ฅแŠ•

@etconp
โค15๐Ÿ‘2