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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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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‘‰๐—˜๐—ฎ๐—ฟ๐˜๐—ต๐—พ๐˜‚๐—ฎ๐—ธ๐—ฒ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐—ถ๐—ป๐—ด: ๐—ฆ๐—ฒ๐—ถ๐˜€๐—บ๐—ถ๐—ฐ ๐——๐—ฒ๐˜ƒ๐—ถ๐—ฐ๐—ฒ๐˜€?

Seismic devices are critical engineering tools designed to enhance the safety and resilience of structures in earthquake-prone areas.

By mitigating the impact of seismic forces, these devices play a key role in protecting buildings, bridges, and other infrastructure. 

Here are the main types: 

1๏ธโƒฃ ๐—ฆ๐—ฒ๐—ถ๐˜€๐—บ๐—ถ๐—ฐ ๐—œ๐˜€๐—ผ๐—น๐—ฎ๐˜๐—ผ๐—ฟ๐˜€ 

These devices decouple a structure from ground motion, allowing it to move independently during an earthquake. By reducing the forces transmitted to the structure, they help prevent damage. 

2๏ธโƒฃ ๐—˜๐—ป๐—ฒ๐—ฟ๐—ด๐˜† ๐——๐—ถ๐˜€๐˜€๐—ถ๐—ฝ๐—ฎ๐˜๐—ผ๐—ฟ๐˜€ (๐—ผ๐—ฟ ๐——๐—ฎ๐—บ๐—ฝ๐—ฒ๐—ฟ๐˜€) 

By absorbing and dissipating seismic energy, dampers reduce structural vibrations and enhance stability during an earthquake. 

3๏ธโƒฃ ๐—ฆ๐—ต๐—ผ๐—ฐ๐—ธ ๐—ง๐—ฟ๐—ฎ๐—ป๐˜€๐—บ๐—ถ๐˜€๐˜€๐—ถ๐—ผ๐—ป ๐—จ๐—ป๐—ถ๐˜๐˜€ (๐—ฆ๐—ง๐—จ๐˜€) 

Commonly used in bridges and other critical structures, STUs accommodate slow movements like thermal expansion but lock under sudden seismic forces to provide stability. 

As urban development continues to expand into seismically active regions, incorporating these devices into structural design is increasingly essential.

Their implementation can mean the difference between minor disruption and catastrophic failure. 

Via yonatan Tadesse PMP

@etconp
๐Ÿ‘16๐Ÿ‘3โค2
๐Ÿ‘‰Pile Foundation

โžก๏ธA pile foundation is a type of deep foundation that transfers structural loads from a building or other structure to a deeper soil or rock stratum with greater load-bearing capacity.

Piles are essentially long, slender members made of materials like concrete, steel, or timber, driven or drilled into the ground to provide support.

๐Ÿ‘ทTypes of Pile Foundations

๐ŸšงPile foundations can be classified based on various criteria, such as their function, material, and installation method.

๐Ÿ’ซHere are some common types:

๐Ÿ‘ท1. Based on Function:

๐Ÿšง End-bearing Piles: These piles transmit the load to a strong, load-bearing stratum located at a considerable depth below the ground surface.

๐ŸšงFriction Piles: These piles develop their load-carrying capacity primarily through skin friction between the pile surface and the surrounding soil.

๐Ÿ‘ท2. Based on Material:

๐Ÿšง Timber Piles: Made of wood, often treated to resist decay and insect attack. They are relatively inexpensive but have limited load-bearing capacity and durability.

๐Ÿšง Concrete Piles: Made of concrete, either precast or cast-in-place. They are strong, durable, and versatile, suitable for a wide range of soil conditions and loads.

๐Ÿšง Steel Piles: Made of steel, offering high strength and slenderness. They are commonly used in situations where high loads or space constraints are a concern.

๐Ÿšง Composite Piles: Combine two or more materials, such as concrete and steel, to optimize their properties.

๐Ÿ‘ท3. Based on Installation Method:

๐Ÿšง Driven Piles: Installed by driving them into the ground using a hammer or other impact device.

๐Ÿšง Bored Piles: Formed by excavating a hole in the ground and then filling it with concrete.

๐Ÿšง Screw Piles: Installed by rotating a helical blade into the ground.

๐Ÿšง Sheet Piles: Interlocking elements driven into the ground to form a continuous wall, often used for excavation support or water barriers.

โญ๏ธChoosing the Right Pile Foundation

๐ŸšงThe selection of the appropriate pile foundation depends on various factors, including:
๐Ÿšง Soil conditions
๐Ÿšง Load requirements
๐Ÿšง Environmental considerations
๐Ÿšง Cost
๐Ÿšง Construction constraints

๐Ÿ”ฐA geotechnical engineer can assess the site conditions and design the most suitable pile foundation for a specific project.

@etconp
๐Ÿ‘12โค1
@etconp 2017 2nd Quarter Direct Cost.pdf
20 MB
๐Ÿทแ‰ 2017 แ‹“.แˆ แˆแˆˆแ‰ฐแŠ› แˆฉแ‰ฅ แ‹“แˆ˜แ‰ต แ‰ฐแŒแ‰ฃแˆซแ‹Š แ‹จแˆšแ‹ฐแˆจแŒ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆฅแˆซแ‹Žแ‰ฝ แ‹ญแ‹แ‹Š แ‰€แŒฅแ‰ฐแŠ› แ‹‹แŒ‹ แ‰ฐแˆ˜แŠ• (2nd Quarter Construction Works of Direct Cost)

๐Ÿ”‘แ‰ แ‰ฐแˆˆแ‹ญ แ‹จแ‹‹แŒ‹ แ‰ฐแˆ˜แŠ• (BOQ - Priced bill of Quantities) แˆˆแˆแ‰ณแ‹ˆแŒก แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แŠฅแŠ“ แ‹จแ•แˆฎแŒ€แŠญแ‰ต แˆ˜แˆแŠ•แ‹ฒแˆถแ‰ฝ แ‹ญแŒ แˆ›แ‰ฝแŠ‹แˆแข

๐Ÿ’ซแ‰ แˆŒแˆŽแ‰ฝ แ‹จแˆ€แŒˆแˆชแ‰ฑ แŠญแแˆŽแ‰ฝ แ‹จแˆแ‰ตแŒˆแŠ™ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠฅแŠ•แ‹ฐแˆ˜แАแˆป แˆ€แˆณแ‰ฅ แ‹ญแŒ แ‰…แˆ›แ‰ฝแŠ‹แˆแข


@etconp
๐Ÿ™20๐Ÿ‘9๐Ÿ”ฅ1
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๐Ÿ‘‰แ‹จแˆฒแˆšแŠ•แ‰ถ แ‰คแ‰ฐแˆ™แŠจแˆซแ‹Žแ‰ฝ ยป
  { Cement Tests }

A) แ‹จแˆ˜แŠฎแˆ›แ‰ฐแˆญ แŒฅแŠ•แŠซแˆฌ (Compressive Strength)แก- แ‹ญแˆ… แˆแ‹˜แŠ• แˆฒแˆšแŠ•แ‰ถ แŠจแ‹ฐแˆจแ‰€ แ‰ แŠ‹แˆ‹ แ‹ซแˆˆแˆแŠ•แˆ แˆ˜แŠฎแˆ›แ‰ฐแˆญ  แ‹ˆแ‹ญแˆ แˆ˜แˆแˆจแŠซแŠจแˆต แ‹จแˆšแ‰ฐแŒˆแ‰ แˆญแ‰ แ‰ตแŠ• แŠญแ‰ฅแ‹ฐแ‰ต แ‹จแˆ˜แˆธแŠจแˆ แŠ แ‰…แˆ™แŠ• แ‹จแˆแŠ•แˆˆแ‹ญแ‰ แ‰ต แАแ‹แข

แ‰ แˆ˜แˆ†แŠ‘แˆ แˆฒแˆšแŠ•แ‰ถแ‹ แˆแŠ• แ‹ซแˆ…แˆ แŠญแ‰ฅแ‹ฐแ‰ตแŠ• แ‹ˆแ‹ญแŠ• แŒญแАแ‰ตแŠ• (loads) แ‹จแˆ˜แ‰‹แ‰‹แˆ แŠ แ‰…แˆ แŠฅแŠ•แ‹ณแˆˆแ‹ แ‹จแˆแŠ•แˆˆแ‹ญแ‰ แ‰ต แАแ‹แข

B) แ‹จแˆ˜แˆˆแŒ แŒฅ แŒฅแŠ•แŠซแˆฌ (Tensile strength)แก แ‹ญแˆ… แˆ™แŠจแˆซ แ‹จแˆฒแˆšแŠ•แ‰ถแŠ• แ‹จแˆ˜แˆˆแŒ แŒฅ แŒฅแŠ•แŠซแˆฌแŠ• แ‹จแˆแŠ•แˆ˜แ‹แŠ•แ‰ แ‰ต แˆฒแˆ†แŠ• แˆˆแŒญแŠ•แ‰€แ‰ต แˆŠแŒ‹แˆˆแŒฅ แˆˆแˆšแ‰ฝแˆแ‰ แ‰ตแŠ• แ‹จแŒญแАแ‰ต แ‰ตแŒแ‰ แˆซ แˆˆแˆ›แ‹ˆแ‰… แŒ แ‰ƒแˆš แАแ‹แข

C) แŒคแŠ“แˆ›แАแ‰ต แแ‰ฐแˆป (Soundness):  แ‹ญแˆ… แ‹จแˆแ‹˜แŠ“ แˆฅแˆซ แˆฒแˆšแŠ•แ‰ถ แŠจแ‹แˆƒ แŒ‹แˆญ แˆฒแ‹‹แˆƒแ‹ต แ‹จแˆšแŠ–แˆจแ‹แŠ• แ‹จแˆ˜แŒ แŠ• แˆˆแ‹แŒฅ แŠฅแŠ“ แˆ˜แˆฐแАแŒฃแŒ แ‰…แŠ• แˆˆแˆ˜แ‰‹แ‰‹แˆ แ‹ซแˆˆแ‹แŠ• แŠญแˆ…แˆŽแ‰ต (แŒฅแŠ•แŠซแˆฌ) แ‹จแˆแŠ“แ‹ญแ‰ แ‰ต แАแ‹แข

D) แ‹จแˆ˜แŒ แŠ•แŠจแˆชแ‹ซ แˆฐแ‹“แ‰ต (Setting Time)แก แ‹ญแˆ… แˆ™แŠจแˆซ แˆฒแˆšแŠ•แ‰ถ แ‹จแˆšแŒ แ‰ แ‰…แ‰ แ‰ตแŠ• แŒฅแŠ•แŠซแˆฌ  แ‹จแˆšแ‹ญแ‹แ‰ แ‰ตแŠ• แ‹ˆแ‹ญแŠ• แ‹จแˆšแ‹ฐแˆญแ‰…แ‰ แ‰ตแŠ• แ‹จแˆฐแ‹“แ‰ต แˆ˜แŒ แŠ• (แˆˆแˆ›แŒ แŠ•แŠจแˆญ แ‹จแˆšแˆแŒ€แ‹แŠ• แŒŠแ‹œ) แˆˆแˆ›แ‹ˆแ‰… แ‹จแˆšแ‹ฐแˆจแŒ แˆแ‹˜แŠ“ แАแ‹แข

แ‹ญแˆ… แˆ‚แ‹ฐแ‰ต แ‹จแ‰€แˆจแ‰ แ‹ แ‹จแˆฒแˆšแŠ•แ‰ถ แŠ แ‹ญแАแ‰ต แˆแŠ•แŒ แ‰€แˆแ‰ แ‰ต แˆ‹แ‰€แ‹ตแАแ‹ แ‹จแˆฅแˆซ แŠญแแˆ (application to intended works) แ‰ฐแˆตแˆ›แˆš แ‹จแˆ†แА แ‹จแˆ˜แŒ แŠ•แŠจแˆชแ‹ซ แŒŠแ‹œ แˆ˜แˆ†แŠ‘แŠ• แˆˆแˆ˜แˆˆแ‹จแ‰ต แ‹ญแŒ แ‰…แˆ›แˆแข

E) แŒฅแ‰ƒแ‰…แŠ•แАแ‰ต แ‹ˆแ‹ญแˆ แˆแˆ˜แ‰ต (Fineness):  แ‹ญแˆ… แ‹จแˆฒแˆšแŠ•แ‰ถ แ‰คแ‰ฐแˆ™แŠจแˆซแ‹Š แˆแ‹˜แŠ“ แ‹จแˆฒแˆšแŠ•แ‰ถแ‹แŠ• แ‰…แŠ•แŒฃแ‰ต แˆ˜แŒ แŠ• (particle size) แˆˆแˆ˜แ‹ˆแˆฐแŠ• แ‹จแˆแŠ•แˆฐแˆซแ‹ แˆฒแˆ†แŠ• แŠจแ‹แˆƒ แŒ‹แˆญ แ‹จแˆ˜แ‹‹แˆแ‹ต (hydration) แˆแŒฃแŠ”แŠ• แŠฅแŠ“ แ‰ แ‹แŠ…แ‹ฐแ‰ต แˆ‚แ‹ฐแ‰ต แ‹จแˆšแŠ–แˆจแ‹แŠ• แŒฅแŠ•แŠซแˆฌ แŠฅแ‹ตแŒˆแ‰ต แ‹จแˆแŠ•แˆˆแŠซแ‰ แ‰ต แАแ‹แข

F) แŠจแ‹แˆƒ แŒ‹แˆญ แ‹จแˆšแ‹‹แˆƒแ‹ตแ‰ แ‰ตแŠ• แ‹จแˆ™แ‰€แ‰ต แˆ˜แŒ แŠ• (Heat of Hydration)แก แ‹ญแˆ… แ‹จแˆแ‹˜แŠ“ แˆ‚แ‹ฐแ‰ต แˆฒแˆšแŠ•แ‰ถ แŠจแŠฅแˆญแŒฅแ‰ แ‰ต แ‹ˆแ‹ญแˆ แŠจแ‹แˆƒ แŒ‹แˆญ แˆˆแˆšแ‹ซแ‹ฐแˆญแŒˆแ‹ แŠ แŒธแŒแ‰ฅแˆฎแ‰ต แ‹จแˆšแ‹ซแˆตแˆแˆแŒˆแ‹แŠ• แ‹จแˆ™แ‰€แ‰ต แˆ˜แŒ แŠ• แˆˆแˆ›แ‹ˆแ‰… แ‹ญแŒ แ‰…แˆ›แˆแข แ‹ญแˆ… แแ‰ฐแˆป แ‰ แŠฅแˆญแŒฅแ‰ แ‰ต แˆ‚แ‹ฐแ‰ต แ‹แˆตแŒฅ แ‹จแˆšแˆแŒ แˆจแ‹ แˆ™แ‰€แ‰ต แ‰ แˆฒแˆšแŠ•แ‰ถแ‹ แˆ‹แ‹ญ แˆตแŠ•แŒฅแ‰… แ‹ˆแ‹ญแˆ แˆŒแˆ‹ แŒ‰แ‹ณแ‰ต แŠฅแŠ•แ‹ณแ‹ญแ‹ฐแˆญแˆตแ‰ แ‰ต แˆ˜แŒ แŠ‘แŠ• แˆˆแˆ˜แ‹ˆแˆฐแŠ• แ‹ˆแ‹ญแˆ แˆˆแˆ›แˆจแŒ‹แŒˆแŒฅ แŒ แ‰ƒแˆš แАแ‹แข

G) แ‹จแŠฌแˆšแŠซแˆ แ‹ญแ‹˜แ‰ต (Chemical Analysis)แก แ‹ญแˆ… แˆ™แŠจแˆซ แˆฒแˆšแŠ•แ‰ถแ‹ แ‹จแ‰ฐแˆ˜แˆจแ‰ฐแ‰ แ‰ตแŠ• แ‹จแŠฌแˆšแŠซแˆ แˆตแ‰ฅแŒฅแˆญ แˆˆแˆ›แ‹ˆแ‰… แ‹จแˆšแŒ แ‰…แˆ แˆฒแˆ†แŠ• แ‰ แ‹แˆตแŒก แ‹ซแˆ‰ แŠฌแˆšแŠซแˆŽแ‰ฝแŠ“ แˆ˜แŒ แŠ“แ‰ธแ‹ แˆˆแˆšแˆแˆˆแŒˆแ‹ แˆฅแˆซ แ‰ฐแˆตแˆ›แˆš แˆ˜แˆ†แŠ‘แŠ•แŠ“ แŠ แˆˆแˆ˜แˆ†แŠ‘แŠ• แ‹ˆแ‹ญแˆ แ‹จแŠฌแˆšแŠซแˆ แˆ˜แˆ˜แ‹˜แŠ›แ‹Žแ‰ฝ แ‹จแˆšแ‹ซแˆŸแˆ‹ แˆ˜แˆ†แŠ‘แŠ• แŠฅแŠ“ แˆแŠ•แˆ แ‹“แ‹ญแАแ‰ต แŒŽแŒ‚ แŠ•แŒฅแˆจ แАแŒˆแˆฎแ‰ฝแŠ• แŠฅแŠ•แ‹ฐแˆŒแˆˆแ‹ แˆˆแˆ›แˆจแŒ‹แŒˆแŒฅ แŒ แ‰ƒแˆš แАแ‹แข

@etconp
๐Ÿ‘20โค1
๐Ÿ‘‰แŠจแˆ˜แŠ•แŒแˆฅแ‰ต แŒ‹แˆญ แŠจแ‰ฐแ‹ซแ‹ซแ‹™ แ‰ฐแŒแ‹ณแˆฎแ‰ถแ‰ฝ แ‰ฃแˆปแŒˆแˆญ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‰ แˆซแˆณแ‰ธแ‹ แ‹ฐแŠซแˆ› แ‹จแˆ†แА แ‹จแ‹แˆ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Contract Administration) แ‰ตแŒแ‰ แˆซ แŠฅแŠ•แ‹ณแˆ‹แ‰ธแ‹แˆ แ‰ฐแŒ แ‰…แˆทแˆแข

แˆณแˆ™แŠคแˆ (แŠขแŠ•แŒ‚แАแˆญ)แฃ โ€นโ€นแˆˆแˆแˆณแˆŒ แ‹จแ‹‹แŒ‹ แˆ›แˆตแ‰ฐแŠซแŠจแ‹ซ แ‹ญแˆแ‰€แ‹ตแˆแŠ• แ‰ แˆšแˆ แŒˆแŠ•แ‹˜แ‰ฅ แˆšแŠ’แˆตแ‰ดแˆญ แˆฒแŒ แ‹จแ‰…แฃ โ€นแˆ›แŠ• แŠจแˆˆแŠจแˆ‹แ‰ฝแˆ?โ€บ แ‹จแˆšแˆ แŒฅแ‹ซแ‰„ แˆฒแ‹ซแАแˆณแฃ แ‹จแŠจแˆˆแŠจแˆˆแŠ• แŠ แˆ›แŠซแˆชแ‹ แ‰ แˆแ‹ฉ แˆแŠ”แ‰ณ (Special Condition) แ‰ แˆ›แˆตแˆแˆจแˆ แˆ˜แˆ†แŠ‘แŠ• แˆฒแŒˆแˆแŒนแฃ แŒˆแŠ•แ‹˜แ‰ฅ แˆšแŠ’แˆตแ‰ดแˆญ แŠฅแŠ•แ‹ฐแ‹šแˆ… แ‹ซแˆˆ แ‹แˆ แˆ›แŠ• แˆแˆญแˆ™ แŠ แˆ‹แ‰ฝแˆ? แ‰ฅแˆŽแŠ“แˆแข แ‹จแŠฅแŠ›แŠ•แˆ แ‰ฝแŒแˆญ แˆซแˆณแ‰ฝแŠ• แˆ˜แ‹แˆฐแ‹ต แˆ˜แ‰ปแˆ แŠ แˆˆแ‰ฅแŠ•แข แŒแŠ• แแแˆ แ‹จแ‰ฐแŠจแˆˆแŠจแˆˆ แŠ แ‹ญแ‹ฐแˆˆแˆแข แ‰ แŠแ‰ต แ‹จ12 แ‹ˆแˆญ แ‰ฐแ‰ฃแˆˆ แŠ แˆแŠ• แ‹จ18 แ‹ˆแˆญ แˆ†แАแฃ แŠจแ‹šแ‹ซ แ‹แŒช แŒแŠ• แˆ™แˆ‰ แˆˆแˆ™แˆ‰ แ‹ญแˆ… แ•แˆฎแŒ€แŠญแ‰ต แ‹ญแˆ…แŠ•แŠ• แŠ แ‹ซแŠซแ‰ตแ‰ตแˆ แ‰ฅแˆŽ แˆ˜แŠจแˆแŠจแˆแŠ• แ‹ซแˆ˜แŒฃแ‹ แ‰ แ‹ฐแŠซแˆ› แ‹แˆ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ตแŒแ‰ แˆซแ‰ฝแŠ• แ‰ฝแŒแˆญ แАแ‹แคโ€บโ€บ แ‰ฅแˆˆแ‹‹แˆแข 

แŠจแ‹šแˆ… แ‰ฃแˆปแŒˆแˆญ แ‹จแŠ แŒˆแˆญ แ‹แˆตแŒฅ แ‹จแˆฅแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒฅแˆฌ แ‹•แ‰ƒ แŠจแ‹แŒญ แŠ แŒˆแˆฎแ‰ฝ แˆˆแˆ›แˆตแˆ˜แŒฃแ‰ตแฃ แŠจแ•แˆฎแŒ€แŠญแ‰ฑ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‹ˆแŒช แŠจ40 แŠฅแˆตแŠจ 60 แ‰ แˆ˜แ‰ถ แ‹จแˆšแˆ†แАแ‹แŠ• แ‹ซแˆ…แˆ แŒˆแŠ•แ‹˜แ‰ฅ แ‹จแˆšแ‹ซแ‹ˆแŒก แ‰ขแˆ†แŠ•แˆแฃ แŒแ‹ฅ แˆˆแˆ˜แˆแŒธแˆ แ‹จแˆšแ‹‹แ‹‹แˆ‰แ‰ต แŠ แŒˆแˆญ แ‹แˆตแŒฅ แŠซแˆˆ แŠ แˆตแˆ˜แŒช แ‹ตแˆญแŒ…แ‰ต แŒ‹แˆญ แ‰ แˆ˜แˆ†แŠ‘แฃ แ‹•แ‰ƒแ‹Žแ‰น แ‹ˆแ‹ฐ แŠ แŒˆแˆญ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแ‰ฃแ‰ แ‰ต แŒŠแ‹œ แแŒฅแАแ‰ต แŠ แˆตแ‰ฐแˆ›แˆ›แŠ แŠ แˆˆแˆ˜แˆ†แŠ‘แŠ• แŒฅแŠ“แ‰ถแ‰นแŠ• แ‹ซแ‰€แˆจแ‰กแ‰ต แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŠ แˆตแˆจแ‹ตแ‰ฐแ‹‹แˆแข

Via แˆชแ–แˆญแ‰ฐแˆญ

@etconp
๐Ÿ‘13๐Ÿฅฐ2โค1๐Ÿ”ฅ1
๐Ÿ‘‰แŠฆแ‰ชแ‹ต แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‰  21 แ‰ขแˆŠแ‹ฌแŠ• แ‰ฅแˆญ แ‹ˆแŒช แ‹จแˆšแŒˆแАแ‰ฃแ‹‰ แ‹จแŒซแŠซ แ•แˆฎแŒ€แŠญแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹‰แŠ• แ‰ แ‹ญแ‹ แŠ แˆตแŒ€แˆ˜แˆจแกแก

แŠฆแ‰ชแ‹ต แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แˆˆแˆšแ‹ซแˆตแŒˆแАแ‰ฃแ‹ แ‹จแŒซแŠซ แ•แˆฎแŒ€แŠญแ‰ต แ‹จแŠฎแŠ•แŠฉแˆชแ‰ต แˆ™แˆŒแ‰ต แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แŠฅแŠ“ แ‹จแˆฝแ‹ซแŒญ แ‰ขแˆฎ แˆ›แˆตแˆ˜แˆจแ‰‚แ‹ซ แ•แˆฎแŒแˆซแˆ แŠ แŠซแˆ‚แ‹ทแˆแกแก

แŒแŠ•แ‰ฃแ‰ณแ‹‰ แ‰  9 แАแŒฅแ‰ฅ 4 แˆ„แŠญแ‰ณแˆญ แˆ˜แˆฌแ‰ต แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแ แˆฒแˆ†แŠ• แ‰ฃแˆˆ 18 แ‹ˆแˆˆแˆ 26 แˆ…แŠ•แƒแ‹Žแ‰ฝ แ‹จแˆšแŠ–แˆฉแ‰ต แ‹ญแˆ†แŠ“แˆ แ‰ฐแ‰ฅแˆŽแˆ แกแก

แ‹จแŠฆแ‰ชแ‹ต แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‹‹แŠ“ แˆตแˆซ แŠ แˆฐแˆแƒแˆš แŠขแŠ•แŒ‚แАแˆญ แˆ™แˆ‰แ‰€แŠ• แˆแ‰ตแŠฉ แ‰ แ•แˆฎแŒ€แŠญแ‰ฑ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แˆ‹แ‹ญ แŠฅแŠ•แ‹ณแˆตแ‰ณแ‹ˆแ‰แ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹‰ 2 แˆบแˆ… 1 แˆ˜แ‰ถ 32 แŠ แ‰ฃแ‹Žแˆซแ‹Žแ‰ฝแŠ• แˆ˜แ‹ซแ‹ แ‹จแˆšแ‰ฝแˆ แˆฒแˆ†แŠ• แ‹จแˆตแ–แˆญแ‰ต แˆ›แ‹˜แ‹แ‰ฐแˆชแ‹ซ แคแˆฑแแˆญ แˆ›แˆญแŠฌแ‰ตแŠฅแŠ•แ‹ฒแˆแˆ แŠ แˆตแˆแˆ‹แŒŠ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ถแ‰ฝแŠ• แ‹ซแŠซแ‰ฐแ‰ฐ แАแ‹ แˆฒแˆ‰ แŒˆแˆแ€แ‹‹แˆ

แŒแŠ•แ‰ฃแ‰ณแ‹‰ แ‰ แˆแˆˆแ‰ต แˆแŠฅแˆซแ แ‹จแˆšแŠซแˆ„แ‹ต แˆฒแˆ†แŠ• แŠจ แŠจแˆแˆˆแ‰ต แŠฅแˆตแŠจ แŠ แˆแˆตแ‰ต แŠ แˆ˜แ‰ณแ‰ต แ‹จแˆšแ‹˜แˆแ‰… แ‰†แ‹ญแ‰ณ แ‹ญแŠ–แˆจแ‹‹แˆ แ‰ฐแ‰ฅแˆแˆ

แ‹จแŒจแŠซ แ•แˆฎแŒ€แŠญแ‰ฑแŠ• แŠฆแ‰ชแ‹ต แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠจแŒ แ‰…แˆ‹แ‹ญ แˆšแŠ’แˆตแ‰ฐแˆญ แ‰ขแˆฎ แŒ‹แˆญ แ‰ แŒ‹แˆซ แ‹จแˆšแˆˆแˆ›แ‹ แ‹ญแˆ†แŠ“แˆ แกแก

แŠฆแ‰ชแ‹ต แŠฅแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แˆ˜แŠซแŠจแˆˆแŠ› แŠฅแŠ“ แ‹แ‰…แ‰ฐแŠ› แŒˆแ‰ข แ‹ซแˆ‹แ‰ธแ‹‰ แ‹จแˆ…แ‰ฅแˆจแ‰ฐแˆฐแ‰ฅ แŠญแแˆŽแ‰ฝ แ‰ณแˆณแ‰ข แ‹ซแ‹ฐแˆจแŒ‰ แ‰คแ‰ถแ‰ฝ แ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จแˆšแ‰ณแ‹ˆแ‰… แˆฒแˆ†แŠ• แ‰…แŠ•แŒก แŠฅแŠ“ แ‹‰แ‹ต แ‰คแ‰ถแ‰ฝแŠ• แ‰ แŠ แˆ›แˆซแŒญแАแ‰ต แ‹จแ‰ฐแŠซแ‰ฐแ‰ฑแ‰ แ‰ต แˆ˜แˆ†แŠ‘ แ‰ฐแŒˆแˆแŒฟแˆแกแก

Via Ethio FM

@etconp
๐Ÿ‘16โค2
๐Ÿ‘‰แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แŠจแŠ•แ‰ฒแ‰ฃ แŠ แ‹ณแАแ‰ฝ แŠ แ‰คแ‰ค แ‰ฐแˆ˜แˆญแ‰† แˆˆแŠ แŒˆแˆแŒแˆŽแ‰ต แŠญแแ‰ต แ‹จแ‰ฐแ‹ฐแˆจแŒˆแ‹ แ‹จแ‰ฆแˆŒ แŠ แˆซแ‰ฅแˆณ แ‹˜แˆ˜แŠ“แ‹Š  แ‹จแแˆณแˆฝ แˆ›แŒฃแˆชแ‹ซ แŒฃแ‰ขแ‹ซ:-

แ‰ แ‰€แŠ• 30 แˆšแˆŠแ‹ฎแŠ• แˆŠแ‰ตแˆญ แแˆณแˆฝ แ‹จแˆ›แŒฃแˆซแ‰ต แŠ แ‰…แˆ แ‹ซแˆˆแ‹ แ‹จแ‰ฆแˆŒ แŠ แˆซแ‰ฅแˆณ แ‹˜แˆ˜แŠ“แ‹Š แ‹จแแˆณแˆฝ แˆ›แŒฃแˆชแ‹ซ แŒฃแ‰ขแ‹ซ

แ‹ญแˆ… แ‹˜แˆ˜แŠ“แ‹Š แ‹จแแˆณแˆฝ แˆ›แŒฃแˆชแ‹ซ แŒฃแ‰ขแ‹ซ  แ‹จแŠจแ‰ฐแˆ›แ‰ฝแŠ•แŠ• แ‹จแแˆณแˆฝ แˆ›แŒฃแˆซแ‰ต แŠ แ‰…แˆ แŠจแŠ แˆแˆตแ‰ต แ‹“แˆ˜แ‰ต แ‰ แŠแ‰ต แŠจแАแ‰ แˆจแ‰ แ‰ต แ‰ แ‰€แŠ• 48 แˆบแˆ• แˆœแ‰ตแˆญ แŠชแ‹ฎแ‰ฅ แ‹ˆแ‹ฐ แ‰ แ‰€แŠ•233 แˆบแˆ• แˆœแ‰ตแˆญ แŠชแ‹ฎแ‰ฅ แŠจแ แˆ›แ‹ตแˆจแŒ แŠ แˆตแ‰ฝแˆŽแŠ“แˆ::

แ‹จแ‰ฆแˆŒ แŠ แˆซแ‰ฅแˆณ แแˆณแˆฝ แˆ›แŒฃแˆชแ‹ซ แŒฃแ‰ขแ‹ซ  แŠจ240 แˆบแˆ… แ‰ แˆ‹แ‹ญ แ‹จแˆšแˆ†แŠ‘ แ‹จแŠ แŠซแ‰ฃแ‰ขแ‹แŠ• แАแ‹‹แˆชแ‹Žแ‰ฝ แ‹จแ‹˜แˆ˜แŠ“แ‹Š แแˆณแˆฝ แˆ›แŒฃแˆชแ‹ซ แฃแˆตแˆญแ‹“แ‰ต แ‰ฐแŒ แ‰ƒแˆš แ‹จแˆšแ‹ซแ‹ฐแˆญแŒ แАแ‹‰แข 

Via AAWSA

@etconp
๐Ÿ‘12โค1
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC, SIMENTEK, Sika, Weber

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Concrete Repair, Grouting   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐Ÿ‘4
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แŠจ แŠ แ‰ฃแ‹ญ แŒแ‹ตแ‰ฅ แŠฅแˆตแŠจ แŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต

แŠจแŒแˆˆแˆฐแ‰ฅ แ‰คแ‰ถแ‰ฝ แŠฅแˆตแŠจ แ‰ฐแ‰‹แˆ›แ‰ต แŠฅแŠ“

แˆ˜แŒ‹แ‹˜แŠ–แ‰ฝ แ‰ แˆแˆ‰แˆ แ‹จแŠขแ‰ตแ‹ฎแŒฝแ‹ซ แŠญแแˆ

แŠ แˆปแˆซแ‰ฝแŠ•แŠ• แŠ แˆณแˆญแˆแŠ“แˆ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ รท แˆ›แŒ แŠแ‹ซ แŠฅแŠ“ แˆ˜แ‰ฅแˆป แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

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 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.2 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต
                     แ‰.3 แŠ แ‹จแˆญ แŒคแŠ“

0904040477
0911016833
๐Ÿ‘5
๐Ÿ‘‰VARIATION ORDER

๐ŸšงA Variation Order (VO) is a change to the scope of the initial construction contract that modifies the project's budget, timeline, or specifications. Here's a summary.

๐Ÿ›‘ Types of Variation Orders

1. Additive VO: Adds new work or scope not included in the original contract.
2. Deductive VO: Removes or reduces existing scope.
3. Substitutive VO: Replaces specified materials or methods with alternatives.
4. Modification VO: Changes existing scope or specifications.

๐Ÿ›‘ Causes of Variation Orders

1. Design changes or errors
2. Unforeseen site conditions
3. Changes in regulations or codes
4. Owner's requests or preferences
5. Errors or omissions in the original contract
6. Force majeure events (natural disasters, etc.)

๐Ÿ›‘ Variation Order Process

1. Identification: Recognize the need for a VO.
2. Documentation: Record the change, including reasons and impact.
3. Estimation: Calculate the cost and time implications.
4. Approval: Obtain client/owner approval.
5. Implementation: Update contract documents and notify stakeholders.
6. Monitoring: Track VO progress and budget.

๐Ÿ›‘ Key Components of a Variation Order

1. Description: Clear explanation of the change.
2. Justification: Reason for the VO.
3. Cost impact: Estimated cost variation.
4. Time impact: Revised project timeline.
5. Approval: Client/owner signature.
6. Effective date: Date of implementation.

๐Ÿ›‘ Benefits of Variation Orders

1. Flexibility: Accommodates changes and unexpected issues.
2. Clarity: Documents scope changes and associated costs.
3. Transparency: Ensures stakeholder awareness and agreement.
4. Risk management: Minimizes disputes and potential claims.

๐Ÿ›‘ Best Practices

1. Communicate clearly: With clients, contractors, and stakeholders.
2. Document thoroughly: Maintain detailed records.
3. Establish procedures: Standardize VO processing.
4. Monitor progress: Track changes and budget implications.
5. Negotiate fairly: Balance client needs with contractor interests.

๐Ÿ›‘ Common Challenges

1. Scope creep: Uncontrolled changes.
2. Cost overruns: Unbudgeted expenses.
3. Delays: Timeline extensions.
4. Disputes: Stakeholder disagreements.
5. Administrative burdens: Increased paperwork.

@etconp
๐Ÿ‘24โค6
๐Ÿ‘‰แˆ€แŒˆแˆญ แ‰ แ‰€แˆ แˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‰ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹ฐแˆจแŒƒ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆช แŠฅแŠ•แ‹ตแˆ†แŠ‘ แ‰ แ‰ตแŠฉแˆจแ‰ต แŠฅแ‹จแ‰ฐแˆฐแˆซ แАแ‹- แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ต

แˆ€แŒˆแˆญ แ‰ แ‰€แˆ แˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แŠจแˆ€แŒˆแˆญ แŠ แˆแŽ แ‰ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹ฐแˆจแŒƒ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆช แŠฅแŠ•แ‹ฒแˆ†แŠ‘ แ‰ แ‰ตแŠฉแˆจแ‰ต แŠฅแ‹จแ‰ฐแˆฐแˆซ แˆ˜แˆ†แŠ‘แŠ• แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ต แŠ แˆตแ‰ณแ‹ˆแ‰€แข

แ‹จแŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ฑ แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แ‰ณแˆแˆซแ‰ต แˆ™แˆ‰(แŠข/แˆญ) แŠจแŠขแ‹œแŠ  แŒ‹แˆญ แ‰ แАแ‰ แˆซแ‰ธแ‹ แ‰†แ‹ญแ‰ณ แŠฅแŠ•แ‹ฐแŒˆแˆˆแŒนแ‰ต แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ‰ แ‰ แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‹จแ‹˜แˆ˜แАแŠ“ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆช แŠฅแŠ•แ‹ฒแˆ†แŠ• แŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ฑ แ‰ แˆญแŠซแ‰ณ แ‰ฐแŒแ‰ฃแˆซแ‰ตแŠ• แŠฅแ‹ซแŠจแŠ“แ‹ˆแА แАแ‹แข

แ‰ แ‹˜แˆญแ‰ แˆ‹แ‹ญ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆชแŠ“ แ‹จแˆฐแˆˆแŒ แА แ‹จแˆฐแ‹ แˆ€แ‹ญแˆ แˆˆแˆ›แแˆซแ‰ต แˆˆแ‹˜แˆญแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแฃ แ‰ฐแ‰‹แˆ›แ‰ตแŠ“ แˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹จแŠ แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“แ‹Žแ‰ฝ แŠฅแ‹จแˆฐแŒ  แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ แŠ แˆตแ‰ณแ‹แ‰€แ‹‹แˆแข

แ‰ แ‰ฐแˆˆแ‹ญ แ‰ แˆ€แŒˆแˆญ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ™ แ‹จแˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‰ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹ฐแˆจแŒƒ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆช แŠฅแŠ•แ‹ฒแˆ†แŠ‘ แ‹จแŠญแˆ…แˆŽแ‰ตแฃ แ‹จแŠฅแ‹แ‰€แ‰ตแŠ“ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚ แŠญแแ‰ฐแ‰ตแŠ• แˆˆแˆ˜แˆ™แˆ‹แ‰ต แŠฅแ‹จแ‰ฐแˆฐแˆซ แ‹ซแˆˆแ‹แŠ• แˆตแˆซ แˆˆแŠ แ‰ฅแАแ‰ต แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

แ‹ญแˆ…แŠ•แŠ• แ‰ฐแŠจแ‰ตแˆŽ แ‹จแˆ€แŒˆแˆญ แ‹แˆตแŒฅ แˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‰ แˆ€แŒˆแˆญ แ‹แˆตแŒฅ แˆ…แŠ•แŒปแ‹Žแ‰ฝแŠ• แŒจแˆแˆฎ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ก แ‰ แˆšแŒˆแŠ™ แˆœแŒ‹ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แˆ‹แ‹ญ แŠฅแ‹จแ‰ฐแˆณแ‰ฐแ‰ แˆ˜แˆ†แŠ‘แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‰ แŠ แˆแŠ‘ แ‹ˆแ‰…แ‰ต แˆˆแŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹ แˆฝแŒแŒแˆญแŠ“ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚ แŠฅแ‹ตแŒˆแ‰ต แŠจแแ‰ฐแŠ› แˆšแŠ“ แ‰ฃแˆˆแ‹ แ‹จแ‰ขแ‹แˆแ‹ฒแŠ•แŒ แŠขแŠ•แŽแˆญแˆœแˆฝแŠ• แˆžแ‹ดแˆ แ‹ˆแ‹ญแˆ(BIM) แˆ‹แ‹ญ แ‹จแˆ…แŠ•แŒป แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแฃ แ‹จแ‹˜แˆญแ‰ แˆแˆแˆซแŠ•แŠ“ แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹Žแ‰ฝ แ‰ แ‰ดแŠญแŠ–แˆŽแŒ‚แ‹ แ‹™แˆญแ‹ซ แŒแŠ•แ‹›แ‰ค แŠฅแŠ•แ‹ฒแŠ–แˆซแ‰ธแ‹ แ‹จแˆ›แ‹ตแˆจแŒแŠ“ แ‹จแˆ›แˆตแ‰ฐแ‹‹แ‹ˆแ‰… แˆตแˆซ แŠฅแ‹จแ‰ฐแˆฐแˆซ แˆ˜แˆ†แŠ‘แŠ•แˆ แ‰ฐแŠ“แŒแˆจแ‹‹แˆ
แ‹จแ•แˆฎแŒ€แŠญแ‰ต แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แ•แˆฎแŒแˆฝแŠ“แˆ แ‰ตแˆฌแŠ’แŠ•แŒ แ‹จแ‰ฐแˆฐแŠ˜แ‹ แˆตแˆแŒ แŠ“แˆ แˆ€แŒˆแˆซแ‹Š แ‹แ‹ญแ‹ณ แ‹ซแˆ‹แ‰ธแ‹แŠ“ แ‹จแˆ€แŒˆแˆญ แŠขแŠฎแŠ–แˆš แˆ‹แ‹ญ แˆˆแ‹แŒฅ แ‹จแˆšแ‹ซแˆ˜แŒก แŠฅแŠ•แ‹ฐ แ‰ณแˆ‹แ‰ แˆ…แ‹ณแˆด แŒแ‹ตแ‰ฅ แ‹จแˆ˜แˆณแˆฐแˆ‰ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แ‹จแˆšแˆ˜แˆฉ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แˆตแˆแŒ แŠ“แ‹แŠ• แŠฅแŠ•แ‹ฒแ‹ˆแˆตแ‹ฑ แŠฅแ‹จแ‰ฐแ‹ฐแˆจแŒˆ แАแ‹ แ‰ฅแˆˆแ‹‹แˆแข

แ‰ แ‹šแˆ…แˆ แ‰ฃแˆˆแ‰แ‰ต แˆตแ‹ตแˆตแ‰ต แ‹ˆแˆซแ‰ต 89 แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แˆตแˆแŒ แŠ“แ‹แŠ• แŠ แŒ แŠ“แ‰€แ‹ แŠ แˆˆแˆ แŠ แ‰€แ แ‹จแ•แˆฎแŒ€แŠญแ‰ต แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ แ‹ˆแˆจแ‰€แ‰ต แˆ˜แ‹แˆฐแ‹ณแ‰ธแ‹แŠ• แŠ แˆตแ‰ณแ‹แ‰€แ‹‹แˆแข

แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ‰ แ‰ แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‹จแ‹˜แˆ˜แАแŠ“ แ‰ฐแ‹ˆแ‹ณแ‹ณแˆช แŠฅแŠ•แ‹ฒแˆ†แŠ• แŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ฑ แ‹จแŒฅแŠ“แ‰ตแŠ“ แˆแˆญแˆแˆญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแ‹จแˆฐแˆซ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠแˆ แŒˆแˆแŒธแ‹‹แˆแกแก

Via Construction Management Institute

@etconp
๐Ÿ‘16
๐Ÿ‘‰แ‹จแ‹ˆแ‰…แ‰ฑ แˆชแˆ แˆตแ‰ดแ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝ

แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹จแˆšแ‹ซแˆตแŒˆแŠ˜แ‹ แŒฅแ‰…แˆ แŠจแ แ‹ซแˆˆ แ‰ขแˆ†แŠ•แˆ แ‹จแˆซแˆฑ แ‹จแˆ†แŠ‘ แ‰ฐแŒแ‹ณแˆฎแ‰ถแ‰ฝแŠ“ แŠ แŠญแˆณแˆช แˆแŠ”แ‰ณแ‹Žแ‰ฝ ( Investment Risks) แ‹ซแˆ‰แ‰ต แАแ‹แข

แ‰ แ‹šแˆ… แ‹ˆแ‰…แ‰ตแˆ แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‹˜แˆญแ แ‰ แˆแ‰ณแŠ แŠ แŠญแˆณแˆช แˆแŠ”แ‰ณแ‹Žแ‰ฝ แŠฅแ‹จแ‰ฐแˆ˜แ‰ณ แŠฅแŠ•แ‹ฐแˆ†แА แ‹จแ‹˜แˆญแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‹จแ‹˜แˆญแ‰ แ‹จแŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝ แ‰ฅแˆˆแ‹ แ‹ซแ‰€แˆ˜แŒงแ‰ธแ‹แŠ“ แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญแŠ“ แŒแ‰ฅแ‹ญแ‰ต แˆ˜แŒฝแˆƒแŒ แˆ‹แ‹ญแˆ แ‹จแ‰ฐแŒˆแˆˆแŒนแ‰ต แ‹แˆญแ‹แˆญ แˆ›แˆณแ‹ซแ‹Žแ‰ฝ แ‹แˆตแŒฅ แ‹จแŠฅแŠ›แŠ• แˆ€แŒˆแˆญ แ‹ˆแ‰…แ‰ณแ‹Š แˆแŠ”แ‰ณ แˆฐแŠญแ‰ถ แˆˆแ‰ฐแˆ˜แˆˆแŠจแ‰ฐแ‹ แ‹ซแˆˆแ‹ แ‰ แŒแˆแŒฝ แ‹ญแŒˆแАแ‹˜แ‰ แ‹‹แˆ:-

แฉ) แŠจแŠ•แŒแ‹ต แˆตแˆซ แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜ แˆตแŒ‹แ‰ต (Business Risk)
แ‹ญแˆ… แŠจแŒ แ‰…แˆ‹แˆ‹แ‹ แ‹จแˆ€แŒˆแˆญ แŠขแŠฎแŠ–แˆš แ‹แŒฃแ‹แˆจแ‹ต แŒ‹แˆญ แ‰ฐแ‹ซแ‹ญแ‹ž แ‹จแˆšแˆ˜แŒฃ แˆตแŒ‹แ‰ต แˆฒแˆ†แŠ• แ‹ญแˆ…แˆ แ‰ แŒแˆแŒฝ แ‹จแˆšแ‰ณแ‹ญ แŠจแˆ›แŠญแˆฎ แŠขแŠฎแŠ–แˆš แˆ›แˆปแˆปแ‹ซแ‹ แ‰ตแŒแ‰ แˆซ แŒ‹แˆญ แˆแŠ“แˆแ‰ฃแ‰ต แˆ˜แแ‰ตแˆ„  แˆŠแ‹ซแŒˆแŠ แŠจแ‰ปแˆˆ แ‹จแˆšแ‰ณแ‹ญ แ‹ญแˆ†แŠ“แˆแข

แช) แŠจแŒˆแŠ•แ‹˜แ‰ฅ แŠ แ‰…แˆญแ‰ฆแ‰ต แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜ แˆตแŒ‹แ‰ต ( Financial Risk)
แˆˆแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹จแˆšแ‹แˆˆแ‹ แˆ™แ‹“แˆˆ แАแ‹‹แ‹ญ แ‰ แŒฃแˆ แŠจแแ‰ฐแŠ› แ‰ แˆ˜แˆ†แŠ‘ แ‹จแ‰ฐแАแˆณ แ‰ แŠ แˆแˆšแ‹Žแ‰ฝ แ‰ฅแ‰ธแŠ› แŠ แ‰…แˆ แˆŠแˆธแˆแŠ• แ‹จแˆšแ‰ฝแˆ แŠ แ‹ญแ‹ฐแˆˆแˆแข แŠ แˆตแˆแˆ‹แŒŠ แ‹จแˆ†แАแ‹แŠ• แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แŠ แ‰…แˆญแ‰ฆแ‰ต แŠจแ‰ฃแŠ•แŠญ แฃ แŠจแ‹ฐแŠ•แ‰ แŠžแ‰ฝ แŠจแˆšแˆฐแ‰ แˆฐแ‰ฅแฃ แŠ แ‰ฅแˆฎ แ‰ แˆ›แˆแˆ›แ‰ตแฃ แŠ แŠญแˆฒแ‹ฎแŠ• แ‰ แˆ˜แˆธแŒฅ.. แ‹ˆแŒชแ‹แŠ• แˆˆแˆ˜แˆธแˆแŠ• แ‹จแˆšแ‹ฐแˆจแŒ‰ แŒฅแˆจแ‰ถแ‰ฝ แˆตแŠฌแ‰ต แˆฒแˆญแ‰ƒแ‰ธแ‹ แŠฅแ‹จแ‰ฐแˆ˜แˆˆแŠจแ‰ตแŠ• แАแ‹แŠ“ แ‹˜แˆญแ‹ แ‰ แ‹šแˆ… แˆจแŒˆแ‹ตแˆ แŠ แ‹ฐแŒ‹ แˆ‹แ‹ญ แАแ‹แข

แซ) แŠซแˆˆแˆ˜แˆธแŒฅ( แŒˆแ‹ฅ แŠจแˆ›แŒฃแ‰ต) แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜ ( Liquidity Risk)
แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠ•แ‰ฅแˆจแ‰ต แ‰ แ‰ถแˆŽ แ‰ฐแˆธแŒฆ แŒˆแŠ•แ‹˜แ‰ฅ แ‹จแˆšแŒˆแŠแ‰ แ‰ต ( Liquid ) แŠฅแŠ•แ‹ณแˆแˆ†แА แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข แАแŒˆแˆญ แŒแŠ• แˆแ•แŒˆแ‰ แ‹ซ แ‹ˆแŒฅแ‰ถ แ‰ แˆถแˆตแ‰ต แŠฅแˆตแŠจ แˆตแ‹ตแˆตแ‰ต แ‹ˆแˆซแ‰ต แŒŠแ‹œ แ‹แˆตแŒฅ แˆ˜แˆธแŒฅ แŠซแˆแ‰ปแˆˆ แ‰ฝแŒแˆญ แŠ แˆˆ แˆ›แˆˆแ‰ต แАแ‹แข แ‰ แŠ แˆแŠ• แ‹ˆแ‰…แ‰ต แˆตแˆˆแŠ แŠ•แ‹ต แ‰คแ‰ต แˆณแ‹ญแˆ†แŠ• แ‰ แ‹˜แˆญแ‰ แˆ‹แ‹ญ แŠ•แ‰ฅแˆจแ‰ต แˆˆแŒˆแ‰ แ‹ซ  แŠ แ‹แŒฅแ‰ถ แŒˆแ‹ข แˆ›แŒแŠ˜แ‰ต แŠฅแ‹จแŠจแ‰ แ‹ฐ แŠจแŠ แŠ•แ‹ต แŠ แˆ˜แ‰ต แ‰ แˆ‹แ‹ญ แŒˆแ‹ข แ‹ซแŒก แ‰ฃแˆญแŠซแ‰ณ แŠ แˆแˆšแ‹Žแ‰ฝ แŠฅแŠ•แ‹ณแˆ‰ แŠฅแŠ•แˆ˜แˆˆแŠจแ‰ณแˆˆแŠ• แ‹ญแˆ… แ‹˜แˆญแ‰ แ‹จ liquidity risk แ‹แˆตแŒฅ แŠฅแŠ•แ‹ฐแŒˆแ‰ฃ แ‹จแˆšแ‹ซแˆณแ‹ญ แАแ‹แข

แฌ) แ‹จแŒแˆฝแ‰ แ‰ต แŠ แ‹ฐแŒ‹ ( Inflation Risk) แŠฅแŠ•แ‹ฐแˆ›แŠ•แŠ›แ‹แˆ แ‰แˆต แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŒแ‰ฅแ‹“แ‰ถแ‰ฝแˆ แŠจแแ‰ฐแŠ› แˆˆแˆ†แА แ‹จแ‹‹แŒ‹ แŒแˆฝแ‰ แ‰ต แŠฅแ‹จแ‰ฐแŒ‹แˆˆแŒก แ‰ แˆ˜แˆ†แŠ‘ แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แŠจแ‰ฐแŒˆแˆ˜แ‰ฐแ‹ แ‰ แˆ‹แ‹ญ แ‹ˆแŒช แ‰ แˆ˜แŒ แ‹จแ‰… แ‹จแˆšแŒ แ‰ แ‰€แ‹แŠ• แ‰ตแˆญแ แˆ‹แ‹ซแˆตแŒˆแŠ แˆˆแŠชแˆณแˆซแˆ แˆŠแ‹ณแˆญแŒ แ‹ญแ‰ฝแˆ‹แˆแข

แญ) แ‹จแ‹ตแˆญแŒ…แ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ฝแŒแˆญ ( Management Risk)
แ‰ฅแ‹™แ‹Œแ‰ฝ แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹แˆตแŒฅ แ‹จแˆšแŒˆแ‰กแ‰ต แŠจแ‰ฐแˆˆแ‹ซแ‹จ แˆตแŠฌแ‰ณแˆ›  แ‰ขแ‹แАแˆต แ‹แˆตแŒฅ แ‰ฐแАแˆตแ‰ฐแ‹ แ‰ แˆ˜แˆ†แŠ‘ แ‰€แ‹ตแˆ˜แ‹ แ‹จแˆšแˆฐแˆฉแ‰ แ‰ตแŠ• แ‹จแŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹˜แ‹ญแ‰ค แ‰ แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‹แˆตแŒฅ แˆˆแˆ›แˆตแ‰€แŒ แˆ แˆฒแˆžแŠญแˆฉ แ‹ญแ‰ณแ‹ซแˆแข แ‹ญแˆ…แˆ แ‰ฅแ‹™แ‹Žแ‰ฝแŠ• แˆˆแŠชแˆณแˆซ แŠฅแ‹จแ‹ณแˆจแŒˆ แŠฅแŠ•แ‹ฐแˆšแˆ„แ‹ต แ‹ญแŒ แ‰ แ‰ƒแˆ แ‹ญแ‰ณแ‹ซแˆแˆแˆแข แŠ แ‰ แ‰ฃแŠ“ แˆฐแˆŠแŒฅ แˆ˜แˆ‹แŠญแŠ“ แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠ แ‹ญแŒˆแŠ“แŠ™แˆ  แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แŠ“ แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‰ขแ‹แАแˆตแˆ แˆˆแ‹จแ‰…แˆ แŠ“แ‰ธแ‹  แข

แฎ) แŠจแ‰ฅแ‹ตแˆญ แ‹ˆแˆˆแ‹ต แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜ ( Interest Rate Risk)
แŠจแŠ แˆซแŒฃ แ‹จแˆ›แ‹ญแ‰ฐแŠ“แАแˆฐแ‹ แ‰ แ‰ฅแ‹™ แˆ˜แŠจแˆซแŠ“ แˆ˜แˆ‹ แŠ แˆแŽ แŠ แˆแŽ แ‹จแˆšแŒˆแŠ˜แ‹ แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แ‰ฅแ‹ตแˆญ แ‹จแ‹ˆแˆˆแ‹ต แˆแŒฃแŠ” แŠจแแ‰ฐแŠ› แŠจแˆ˜แˆ†แŠ‘ แ‰ฃแˆปแŒˆแˆญ แ‰ แ‰ฐแˆˆแ‹ซแ‹ฉ แŒŠแ‹œแ‹ซแ‰ต แ‹จแ‰ฅแ‹ตแˆญ แ‹ˆแˆˆแ‹ต แˆแŒฃแŠ” แˆ‹แ‹ญ แ‹จแˆšแ‹ฐแˆจแŒ‰ แŒญแˆ›แˆชแ‹Žแ‰ฝ แ‹ซแˆแ‰ณแˆฐแ‰  แ‹ˆแŒช แ‰ แˆ›แˆตแŠจแ‰ฐแˆ แˆˆแŠชแˆณแˆซ แŠ แˆตแ‰ฐแ‹‹แŒฝแŠฆ แŠฅแ‹ซแ‹ฐแˆจแŒ‰ แАแ‹แข

แฏ) แŠจแˆ…แŒแŠ“ แˆ˜แˆ˜แˆชแ‹ซแ‹Žแ‰ฝ แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜( Legistlative Risk)
แ‹˜แˆญแ‰ แ‹จแˆšแˆ˜แˆซแ‰ แ‰ต แˆ…แŒ แ‰ แ‰…แˆญแ‰ก แˆ˜แŒฝแ‹ฐแ‰ แˆˆแ‹˜แˆญแ‰ แŠ แŠ•แ‹ต แ‰ตแˆแ‰… แŠ แ‹ŽแŠ•แ‰ณแ‹Š แŠ แˆตแ‰ฐแ‹‹แŒฝแŠฆ แ‹ซแˆˆแ‹ แАแ‹แข แАแŒˆแˆญ แŒแŠ• แ‹˜แˆญแ‰ แ‰ฅแ‹™ แ‹˜แˆญแŽแ‰ฝแŠ• แ‹จแˆšแ‹ซแŠซแ‰ตแ‰ต แ‰ แˆ˜แˆ†แŠ‘ แ‰ แˆŒแˆŽแ‰ฝ แ‹˜แˆญแŽแ‰ฝ แ‹แˆตแŒฅ แ‹จแˆšแ‹ˆแŒก แˆ…แŒŽแ‰ฝแŠ“ แˆ˜แˆ˜แˆชแ‹ซแ‹Žแ‰ฝแˆ แ‰ฐแŒฝแ‹•แŠ– แ‹ซแˆณแ‹ตแˆฉแ‰ แ‰ณแˆแข แˆˆแˆแˆณแˆŒ แ‹จแˆŠแ‹ แŠ แ‹‹แŒ… แฃ แ‹จแˆ…แŠ•แŒป แŠ แ‹‹แŒ… แŠฅแŠ“ แ‹จแŠ•แ‰ฅแˆจแ‰ต แˆ›แˆตแˆ˜แˆˆแˆต แŠ แ‹‹แŒ… แ‰ แŠจแแ‰ฐแŠ› แˆแŠ”แ‰ณ แ‰ฐแŒฝแ‹•แŠ– แˆŠแ‹ซแˆณแ‹ตแˆฉ แ‹ญแ‰ฝแˆ‹แˆ‰แข

แฐ)แ‰ฐแˆแŒฅแˆฏแ‹Š แŠญแˆตแ‰ฐแ‰ถแ‰ฝ (Natural Disasters)
แ‰ แˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŒแ‰ฅแ‹ญแ‰ต แ‹แˆตแŒฅ แ‹จแˆšแ‹ˆแŒฃแ‹ แ‹ˆแŒช แŠจแ แˆ›แˆˆแ‰ฑ แŒˆแ‹ขแ‹Žแ‰ฝ แ‰ แ‹จแŒŠแ‹œแ‹ แ‹จแˆšแŠจแˆฐแ‰ฑ แ‹ซแˆแ‰ฐแŒ แ‰ แ‰ แ‰ฐแˆแŒฅแˆซแ‹Š แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝแŠ• แŠจแŒแ‰ฅแ‹ญแ‰ต แ‹แˆณแŠ” แŠฅแŠ•แ‹ฒแˆญแ‰ แ‹ˆแ‹ญแˆ แŠฅแŠ•แ‹ฒแ‹˜แŒˆแ‹ฉ แˆŠแ‹ซแ‹ฐแˆญแŒ“แ‰ธแ‹ แ‹ญแ‰ฝแˆ‹แˆ‰แข แˆˆแˆแˆณแˆŒ แˆฐแˆžแŠ‘แŠ• แ‹จแ‰ฐแŠจแˆฐแ‰ฑ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แŠญแˆตแ‰ฐแ‰ถแ‰ฝ แŠ แ“แˆญแ‰ตแˆ˜แŠ•แ‰ต (แŠฎแŠ•แ‹ถแˆžแŠ’แ‹จแˆ) แ‰คแ‰ถแ‰ฝ แŒแ‰ฅแ‹ญแ‰ต แˆ‹แ‹ญ แ‰ฐแŒฝแ‹•แŠ– แˆ˜แแŒ แˆฉ แŠฅแ‹จแ‰ฐแАแŒˆแˆจ แАแ‹แข

แŠจแˆ‹แ‹ญ แ‹จแ‰ฐแ‹˜แˆจแ‹˜แˆฉแ‰ตแŠ• แ‹จแŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แˆตแŒ‹แ‰ถแ‰ฝ แ‰ แˆ™แˆ‰ แ‰ แˆšแŒˆแ‰ฃ แ‹จแˆšแ‹ซแˆฐแŒ‰แ‰ต แˆˆแˆฐแ‹แˆแŒ… แˆ˜แˆฐแˆจแ‰ณแ‹Š แแˆ‹แŒŽแ‰ถแ‰ฝ แ‹แˆตแŒฅ แŠ แŠ•แ‹ฑ แ‹จแˆ†แАแ‹แŠ• แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ต แŠฅแŠ•แ‹ฒแ‹ซแ‰€แˆญแ‰ฅ แ‹จแˆšแŒ แ‰ แ‰…แ‰ แ‰ต  แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แ‹จแˆชแˆ แŠฅแˆตแ‰ดแ‰ต แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹˜แˆญแ แˆแ‹ฉ แ‰ตแŠฉแˆจแ‰ต แ‰ฐแˆฐแŒฅแ‰ถแ‰ต แ‰ฝแŒแˆฎแ‰น แŠ แŠ•แ‹ต แ‰ แŠ แŠ•แ‹ต แˆŠแ‰€แˆจแ‰แŠ“ แ‹จแˆšแŒ แ‰ แ‰…แ‰ แ‰ตแŠ• แŠ แˆตแ‰ฐแ‹‹แŒฝแŠฆ แŠฅแŠ•แ‹ฒแ‹ซแ‰ แˆจแŠญแ‰ต แˆŠแ‹ฐแˆจแŒ แ‹ญแŒˆแ‰ฃแˆแข แ‹จแŒˆแ‰ แ‹ซ แˆตแŒ‹แ‰ต ( Market Risk ) แ‹ซแˆแ‰ฐแŠซแ‰ฐแ‰ฐแ‹ แˆŒแˆŽแ‰ฝ แ‰ฝแŒแˆฎแ‰ฝ แˆฒแˆแ‰ฑ แŠ แ‰ฅแˆฎ แ‹จแˆšแˆแ‰ณ แ‰ แˆ˜แˆ†แŠ‘ แАแ‹แข

แ‰ฝแŒแˆฎแ‰นแŠ• แŠจแˆ˜แแ‰ณแ‰ต แŠ แŠ•แŒปแˆญ แˆ˜แŠ•แŒแˆตแ‰ต แฃ แ‰ฐแŒ แ‰ฃแ‰‚แ‹  แŠซแ’แ‰ณแˆ แˆ›แˆญแŠฌแ‰ตแŠ“ แŠ แˆแˆšแ‹Žแ‰ฝ แ‹จแ‹จแˆซแˆณแ‰ธแ‹แŠ• แ‹ตแˆญแˆป แˆŠแ‹ˆแŒก แ‹ญแŒˆแ‰ฃแˆ:-

1) แˆ˜แŠ•แŒแˆตแ‰ต แ‰ แ‰ฐแˆซ แ‰. แฉแฃแฌ แŠฅแŠ“ แฏ แ‹จแˆšแŒˆแŠ™แ‰ตแŠ• แ‰ตแŠฉแˆจแ‰ต แˆฐแŒฅแ‰ถ แ‰ขแˆแ‰ณ
2) แŠซแ’แ‰ณแˆ แˆ›แˆญแŠฌแ‰ต แ‰ แ‰ฐแˆซ แ‰. แช แŠฅแŠ“ แฎ แ‹ซแˆ‰แ‰ตแŠ• แˆ˜แˆ‹ แ‰ขแˆแŒฅแˆญ
3) แŠ แˆแˆšแ‹Žแ‰ฝ แ‰ แ‰ แŠฉแˆ‹แ‰ธแ‹ แ‰ แ‰ฐแˆซ แ‰.  แซ แฃ แญ แŠฅแŠ“ แฐ แ‹ซแˆ‰แ‰ตแŠ• แ‰ตแŠฉแˆจแ‰ต แˆฐแŒฅแ‰ฐแ‹ แ‰ขแˆแ‰ฑแŠ“ แ‹จแˆ˜แŠ•แŒแˆตแ‰ตแŠ“ แ‹จแŠซแ’แ‰ณแˆ แˆ›แˆญแŠฌแ‰ต แ‹จแˆšแˆฐแŒกแ‰ตแŠ• แˆ˜แแ‰ตแˆ„แŠ“ แ‹จแˆšแˆแŒ แˆฉ แŠฅแ‹ตแˆŽแ‰ฝ แ‰ แŠ แŒแ‰ฃแ‰ก แ‰ขแŒ แ‰€แˆ™ แˆ˜แˆแŠซแˆ แ‹ญแˆ†แŠ“แˆ แข

Via แ‹ฐแˆณแˆˆแŠ แŠจแ‰ แ‹ฐแข แ‹จ แˆ˜แ‹‹แ‰…แˆญ แˆ˜แˆ€แŠ•แ‹ฒแˆตแฃ แŒˆแŠ•แ‰ขแฃ แˆชแˆ แˆตแ‰ดแ‰ต แŠ แˆ›แŠซแˆช แŠฅแŠ“ แŠ แˆฐแˆแŒฃแŠ

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๐Ÿ‘21
Architecture of Earthquake Resistance.pdf
23.3 MB
๐Ÿ‘‰แŒ แ‰ƒแˆš แ‹จแˆ˜แŒฝแˆ€แ แŒฅแ‰†แˆ›

๐Ÿทแ‹จแˆ…แŠ•แŒป แ‰…แˆญแŒฝ แŠฅแŠ“ แˆญแ‹•แ‹ฐแˆ˜แˆฌแ‰ต แŠ•แ‹ตแ แˆˆ แˆญแ‹•แ‹ฐ แˆ˜แˆฌแ‰ต แ‰ฐแŠจแˆ‹แŠซแ‹ญ แŠชแА แˆ…แŠ•แŒป

แˆˆแˆ…แŠ•แŒป แАแ‹ณแŠแ‹Žแ‰ฝ แŠฅแŒ…แŒ แ‹จแˆšแŒ แ‰…แˆ แ‰ แˆญแ‹•แ‹ฐ แˆ˜แˆฌแ‰ต แŠฅแŠ“ แ‰ แˆ…แŠ•แŒปแ‹Žแ‰ฝ  แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‰…แˆญแŒฝ แŠ•แ‹ตแ แˆ‹แ‹ญ แ‹ซแ‰ฐแŠฎแˆจ แ‰ 1981แŠฅแŠคแŠ  แ‰ แŠ แˆœแˆชแŠซแŠ• แŠ แŒˆแˆญ แ‰  แŠ“แˆฝแŠ“แˆ แˆณแ‹ญแŠ•แˆต แ‹แ‹แŠ•แ‹ดแˆฝแŠ• แŠ แˆ›แŠซแŠแАแ‰ต แ‹จแ‰ณแ‰ฐแˆ˜ แˆ˜แŒฝแˆ€แ แ’แ‹ฒแŠคแ แŠจแ‰ณแ‰ฝ แ‰ฐแ‹ซแ‹ญแ‹Ÿแˆแข

แ‹ญแˆ… แ‰ฃแˆˆ 310 แŒˆแŒฝ แˆ˜แŒฝแˆ€แ แ‰ แˆแˆตแˆŽแ‰ฝ แ‹จแ‰ แˆˆแŒธแŒˆ แˆ˜แŒฝแˆ€แ แˆฒแˆ†แŠ• แˆ…แŠ•แŒป แАแ‹ณแŠแ‹Žแ‰ฝ แˆ…แŠ•แŒปแ‹Žแ‰ปแ‰ธแ‹แŠ• แˆญแ‹•แ‹ฐแˆ˜แˆฌแ‰ต แ‰ แˆšแ‹ซแŒ แ‰ƒแ‹ แŠ แŠซแ‰ฃแ‰ข  แˆฒแАแ‹ตแ‰ แŠจแˆ˜แŒ€แˆ˜แˆญแ‹ซแ‹ แ‹จแŠ•แ‹ตแ แŠฅแˆณแ‰ค แŠ แŠ•แˆตแ‰ถ แ‹จแˆ…แŠ•แŒปแ‹Žแ‰ปแ‰ธแ‹ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‰…แˆญแŒฝ แ‹แˆณแŠ” แ‹ตแˆจแˆต แŠ แ‰ตแŠฉแˆฎแ‰ต แˆŠแ‹ซแ‹ฐแˆญแŒ‰แ‰ฃแ‰ธแ‹ แ‹จแˆšแŒˆแ‰ก แ‹แˆญแ‹แˆฎแ‰ฝ แˆ‹แ‹ญ แ‰ แˆตแ‹แ‰ต แ‰ตแŠฉแˆจแ‰ต แ‹ซแ‹ฐแˆญแŒ‹แˆแข

Building Configuration and Seismic Design
The Architecture of Earthquake Resistance

Christopher Arnold and Robert Reitherman , May 1981

A study conducted by Building Systems Development, Inc.,
San Mateo, California under a grant from the National Science Foundation, Washington, D.C.

Via ethiopian architecture and urbanism

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๐Ÿ‘‰What are bleeding & segregation of concrete?

๐ŸทANSWER

โ–  BLEEDING :

โบIt is the tendency of the water to rise to the surface of freshly laid concrete.

This results from inability of the solid material of concrete to hold the all the water mixed fro preparation of concrete and during the process of material downward settling.

If we resort to surface finish in presence of bleeding it would weaken the top surface. Type of cement used also has influence on bleeding process.

โ˜†โ˜† Effects of bleeding :

โ— Concrete loses its homogeneity.

โ— Bleeding is responsible for causing permeability in concrete.

โ— It reduces the bond between the reinforcement and concrete when water accumulates below reinforcing bars.

โ— In the process of bleeding the accumulation of water creates a water voids and reduces bond between the aggregate and cement paste.

โ— Due to bleeding pumping ability of concrete is reduced.

โ— Increase in the water-cement ratio at the top.

โ˜†โ˜† Ways to reduce the bleeding :

โ— Reduce water content. Use lower slump mix.
โ— Use finer cement.

โ— Increase amount of fines in the sand.

โ— Use supplementary cementitious materials.

โ— Use air-entraining admixtures.

โ— Bleeding lowers the cement strength.

โ–  SEGREGATION :

โบSegregation is the โ€œSeparation of constituent materials in concrete.โ€ In concrete technology, segregation is of three types:-

1. Separation of Coarse aggregate from the concrete mixture.

2. Separation of Cement paste from the concrete during its plastic stage.

3. Separation of water from the concrete mix (Bleeding in concrete)

โบConcrete is a mixture of Cement, fine and coarse aggregates.

A good concrete is one which all the constituents are properly categorized to form a homogeneous mixture.

The primary cause of Segregation in concrete is the differences in specific gravities of the constituents, Specific gravity of Cement is in between 3.1-3.6g/cc, and for aggregate it lies between 2.6-2.7g/cc due to these differences, the aggregate separates from the matrix and causes segregation in concrete.

โ˜†โ˜† Some other factors causing segregation in concrete:-

โ— Transporting concrete mixes for long distances.

โ— Poorly proportioned mix, where sufficient matrix is not there to bind the aggregates.

โ— Dropping concrete from more than 1m.

โ— Vibrating concrete for a long time.

โ˜†โ˜† How to minimize segregation in concrete:-

1. Segregation can be controlled by maintaining proper proportioning the mix.

2. By peculiar handling, placing, transporting, compacting and finishing,

3. By using air entraining agents, admixtures and pozzolanic materials in the mix segregation controlled to some extent.

โบIn case of segregation, the heavy aggregate particles settle down leaving a sand cement mix on top affecting the quality adversely.

Fine aggregate could be used to overcome the problems.

However; design mix must be such that required strength could be achieved.

Similarly water ratio may be catered for in design mix to avoid bleeding keeping in view the local material specifications.

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๐Ÿ‘26๐ŸŽ‰1
๐Ÿ‘‰HONEYCOMBS :

โบHoneycombs are hollow spaces and cavities left in concrete mass on surface or inside the concrete mass where concrete could not reach. These look like honey bees nest.

Honeycombs which are on sides are visible to naked eyes and can be detected easily as soon shuttering is removed.

Honey combs which are inside mass of concrete can only be detected by advanced techniques like ultrasonic testing etc.

Honeycomb is due to non-reaching of concrete to all places due to which cavities and hollow pockets are created, main reasons are :

โ— Honeycombs are hollow spaces and cavities left in concrete mass on surface or inside the concrete mass where concrete could not reach. These look like honey bees nest.

โ— Honeycombs which are on sides are visible to naked eyes and can be detected easily as soon shuttering is removed. Honey combs which are inside mass of concrete can only be detected by advanced techniques like ultrasonic testing etc.

โ— Honeycomb is due to non-reaching of concrete to all places due to which cavities and hallow pockets are created, main reasons are:

1. Improper vibration during concrete.

2. Less cover to reinforcement bars

3. Use of very stiff concrete (this can be avoided by controlling water as per slump test).

4. Places like junction of beam to beam to column and to one or more beams are the typical spots where honey combs are observed.

This is due to jumbling of reinforcement of beams and column rods at one place; special attention is required at such place during concreting and vibrating.

5. Presence of more percentage of bigger size of aggregate in concrete also prevents concrete to fill narrow spaces between the reinforcement rods.

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