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๐Ÿ”จ World Construction Engineering
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๐Ÿ‘‰แˆตแˆˆ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ•แŒ แ‰ฃแˆˆแˆ™แ‹ซ

๐Ÿทแ‰ แˆ€แŒˆแˆซแ‰ฝแŠ• แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ•แŒ (Construction Law) แŠฅแŠ•แ‹ฐ แŠ แŠ•แ‹ต แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แŠ แ‹ญแАแ‰ต แ‹จแˆšแˆฐแŒฅ แŠฅแŠ•แŒ‚ แŠฅแŠ•แ‹ฐ แˆตแ‹แ‰ฑ แˆแŠญ แŒฅแˆแ‰… แ‰ แˆ˜แˆ†แŠ‘ แˆซแˆฑแŠ• แ‰ฝแˆŽ แ‹จแ‹ฒแŒแˆช แˆ˜แˆญแˆแŒแ‰ฅแˆญ แ‹จแ‰ฐแ‰€แˆจแŒธแˆˆแ‰ต แŠ แ‹ญแ‹ฐแˆˆแˆแข

โบแАแŒˆแˆญ แŒแŠ• แŠ แŠ•แ‹ต แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แŠญแแˆ แˆ†แŠ– แˆแ‹ฉ แ•แˆฎแŒแˆซแˆ แˆŠแŠ–แˆจแ‹ แ‹จแˆšแŒˆแ‰ฃ แАแ‰ แˆญแข

โ–ถ๏ธแ‹จแŠฎแŠ•แ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซ แŠฅแŠ•แ‹ฐแˆ…แŒ‰ แŠฅแŒ…แŒ แˆฐแŠแŠ“ แ‹แˆตแ‰ฅแˆต แˆฒแˆ†แŠ• แ‰ แŠ แŠ•แ‹ณแŠ•แ‹ต แˆ€แŒˆแˆฎแ‰ฝ แ‹จแˆ…แŒ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‰ แŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ฑ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซ แ‹˜แˆญแ แ‹จแ‰ฐแˆˆแ‹จ แˆฅแˆแŒ แŠ“ (sub-specialist) แ‹จแ‹ˆแˆฐแ‹ฑ แˆ˜แˆ†แŠ‘แŠ• แˆ˜แˆจแŒƒแ‹Žแ‰ฝ แ‹ซแˆณแ‹ซแˆ‰แข

๐Ÿ’ซแˆˆแˆแˆณแˆŒ แ‰ โ€™แแˆฎแŠ•แ‰ต แŠขแŠ•แ‹ต แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹จแ‰ฐแˆˆแ‹จ แˆฅแˆแŒ แŠ“ แ‹ซแˆˆแ‹ แ‹จแˆ•แŒ แ‰ฃแˆˆแˆ™แ‹ซ แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แˆšแŒ€แˆ˜แˆญแ‰ แ‰ต แŒŠแ‹œ แŠจแŒจแˆจแ‰ณ แŒ€แˆแˆฎ แŠฅแˆตแŠจ แ‹แˆŽ แ‹แˆญแ‹แˆญ แŠ แ‰€แˆซแˆจแŒฝ แ‹ตแˆจแˆต แ‹จแˆšแˆณแ‰ฐแ‰ แˆฒแˆ†แŠ• แ‰ โ€™แ‰ฃแŠญ แŠขแŠ•แ‹ตโ€™ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹จแˆšแˆฐแˆˆแŒฅแŠ‘ แ‹จแˆ…แŒ แ‰ฃแˆˆแˆ™แ‹ซแ‹Ž แ‹ฐแŒแˆž แŠจแŒแŠ•แ‰ฃแ‰ณ แˆ˜แŒ แŠ“แ‰€แ‰… แŒ‹แˆญ แ‹จแ‰ฐแ‹ซแ‹ซแ‹™ แ‹จแˆšแАแˆฑ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝแŠ• (claim, dispute and conflict) แˆตแˆˆแˆšแˆแ‰ฑแ‰ แ‰ต แŠ แŒแ‰ฃแ‰ฅ แˆตแˆแŒ แŠ“ แ‹จแˆšแ‹ˆแˆตแ‹ฑ แŠ“แ‰ธแ‹แข

โญ๏ธแ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹จแ‹“แˆˆแˆ แˆ€แŒˆแˆซแ‰ต แŠฅแŠ“ แ‰ตแˆ‹แˆแ‰… แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แŒแŠ•แ‰ฃแ‰ณ แˆ•แŒ แˆแ‹ฉ แˆตแˆแŒ แŠ“ แ‹จแ‹ˆแˆฐแ‹ฐ แ‰ฃแˆˆแˆ™แ‹ซ แ‰ฅแ‰ป แŠฅแŠ•แ‹ฒแ‰€แŒ แˆญ แ‹จแˆšแ‹ฐแˆจแŒแ‰ แ‰ต แˆแˆแˆแ‹ต (experience) แŠ แˆˆแข

โ–ถ๏ธแ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แˆ แˆˆแŒแŠ•แ‰ฃแ‰ณ แˆ•แŒ แ‰ฐแˆแŒปแˆšแАแ‰ต แˆแ‹ฉ แ‰ตแŠฉแˆจแ‰ต แŠซแˆแˆฐแŒ  แ‹จแˆšแˆตแ‰ฐแ‹‹แˆˆแ‹ แŠ แˆ‹แŒแ‰ฃแ‰ฅ แ‹จแˆ†แА แ‹แˆญแŠแ‹ซแŠ“ แ‰ธแˆแ‰ฐแŠแАแ‰ต แ‹จแ‰ฐแˆžแˆ‹แ‰ แ‰ต แŠ แˆฐแˆซแˆญ แˆŠแ‰ƒแˆˆแˆ แŠ แ‹ญแ‰ฝแˆแˆแข

๐ŸŽฒแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

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

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

๐Ÿ’ซแ‰ฒแŠญแ‰ถแŠญ:๐Ÿ‘‡

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@etconp
๐Ÿ‘17
๐Ÿ‘‰The Future of Ready Mix
Concrete in Ethiopia

๐Ÿ’ซEthiopia is a rapidly developing country with a growing economy.

โบThis has led to an increase in the demand for construction materials, including ready mix concrete.

โ–ถ๏ธReady mix concrete is a pre-mixed concrete that is delivered to the construction site ready to be used.

โ–ถ๏ธIt is a convenient and efficient option for construction projects, and it is becoming increasingly popular in Ethiopia.

๐ŸทThere are a number of reasons why ready mix concrete is becoming the future of construction in Ethiopia.

๐ŸšงFirst, it is a convenient and efficient option. Ready mix concrete is delivered to the construction site ready to be used, which saves time and labor.

โบIt is also a consistent product, which means that the quality is guaranteed. This is important for construction projects, as it ensures that the project will be completed on time and within budget.

๐ŸšงSecond, ready mix concrete is a sustainable option. It is made with recycled materials, which helps to reduce the environmental impact of construction projects.

โบReady mix concrete is also a durable material, which means that it can last for many years with proper care and maintenance.

โบThis makes it a good investment for construction projects.

๐ŸšงThird, ready mix concrete is a cost-effective option.

โบThe cost of ready mix concrete is generally lower than the cost of other construction materials, such as cement and sand.

โบThis is because ready mix concrete is produced in large quantities, which reduces the cost per unit.

โ–ถ๏ธThe ready mix concrete industry in Ethiopia is growing rapidly.

โ–ถ๏ธThe construction industry is also expected to grow by an average of 10% per year over the next five years.

โบThis growth is being driven by the increasing demand for construction materials, the growing economy, and the government's commitment to infrastructure development.

๐Ÿ”ฐThe ready mix concrete industry in Ethiopia is facing a number of challenges, including the lack of skilled workers and the high cost of raw materials.

โญ๏ธHowever, the industry is working to overcome these challenges and is committed to providing high-quality concrete to its customers.

โ‡๏ธThe future of construction in Ethiopia is bright.

๐ŸŽฒThe country is experiencing rapid economic growth, and the government is committed to infrastructure development.

โบThis is leading to an increase in the demand for construction materials, including ready mix concrete.

โบReady mix concrete is a convenient, efficient, sustainable, and cost-effective option for construction projects.

โบIt is becoming increasingly popular in Ethiopia, and it is the future of construction in the country.

@etconp
๐Ÿ‘13โค2๐Ÿ”ฅ1
๐Ÿ‘‰แ‹จแŒแ‹ดแˆซแˆ แˆ˜แŠ•แŒแˆตแ‰ต แŠจแแ‰ฐแŠ› แ‹จแˆฅแˆซ แˆƒแˆ‹แŠแ‹Žแ‰ฝ แ‹จแŒˆแˆญแ‹“แˆแ‰ณ แˆŽแŒ… แŒแŠ•แ‰ฃแ‰ณ แˆ’แ‹ฐแ‰ตแŠ• แŒŽแ‰ แŠ™

๐Ÿทแ‰ แŒ‰แ‰ฅแŠแ‰ฑ แ‹จแ‹แŒญ แŒ‰แ‹ณแ‹ญ แˆšแŠ’แˆตแ‰ตแˆญ แŒŒแ‹ฒแ‹ฎแŠ• แŒขแˆžแ‰ฒแ‹Žแˆต (แ‹ถ/แˆญ)แฃ แ‹จแˆ˜แˆตแŠ–แŠ“ แ‰†แˆ‹แˆ› แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แˆšแŠ’แˆตแ‰ตแˆญ แŠ แ‰ฅแˆญแˆƒแˆ แ‰ แˆ‹แ‹ญ (แ‹ถ/แˆญ)แฃแ‹จแ‰ฅแˆ”แˆซแ‹Š แˆ˜แˆจแŒƒแŠ“ แ‹ฐแŠ…แŠ•แАแ‰ต แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แŠ แˆแ‰ฃแˆณแ‹ฐแˆญ แˆฌแ‹ตแ‹‹แŠ• แˆ‘แˆดแŠ•แŠ“ แ‹จแ‰ตแŒแˆซแ‹ญ แŠญแˆแˆ แŒŠแ‹œแ‹ซแ‹Š แŠ แˆฅแ‰ฐแ‹ณแ‹ฐแˆญ แˆญแ‹•แˆฐ แˆ˜แˆฅแ‰ฐแ‹ณแ‹ตแˆญ แŒŒแ‰ณแ‰ธแ‹ แˆจแ‹ณ แ‰ฐแˆณแ‰ตแˆแ‹‹แˆแกแก

๐ŸšงแŒˆแˆญแ‹“แˆแ‰ณ แˆŽแŒ… แŠจแŠ แŠซแ‰ฃแ‰ขแ‹ แŒ‹แˆญ แ‹จแ‰ฐแŒฃแŒฃแˆ˜ แŠขแŠฎ-แˆŽแŒ… แˆฒแˆ†แŠ•รท แ‰ฐแˆแŒฅแˆฎ แ‰ฃแ‹ฐแˆˆแ‹ แ‹จแ‰ฐแˆซแˆซ แˆฐแŠ•แˆฐแˆˆแ‰ถแ‰ฝ แˆ‹แ‹ญ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ แ‰ฐแˆ˜แˆ‹แŠญแ‰ทแˆแกแก

โบแ‹จแ•แˆฎแŒ€แŠญแ‰ฑ แˆฅแˆซ แˆฒแŒ แŠ“แ‰€แ‰… แŠจแ‰ฐแˆ˜แˆซแŒญ แ‹จแŒŽแ‰ฅแŠš แˆ˜แ‹ณแˆจแˆป แˆฅแแˆซแ‹Žแ‰ฝ แŠ แŠ•แ‹ฑ แŠฅแŠ•แ‹ฐแˆšแˆ†แŠ• แ‰ฐแŒ แ‰แˆŸแˆแกแก

Via FBC

@etconp
๐Ÿ‘25โค1
Characteristics strength is the strength below which not more than ______
Anonymous Quiz
15%
1% of result fails
58%
5% of result fails
16%
15 % of result fails
11%
20 % result fails
๐Ÿ‘18
For a beam with rectangular cross section at the neutral axis , the shear stress axis is always
Anonymous Quiz
36%
Maximum
53%
Zero
9%
Minimum
2%
Infinity
๐Ÿ‘20
The scale of a map is represented by representative fraction as 1: 4000. The distance between two points A and B in the map is 10 cm. The distance AB on the ground is (in km units):
Anonymous Quiz
30%
0.04
17%
4
27%
40
26%
0.4
๐Ÿ‘23
For a rectangular section the ratio of the maximum and average shear stress is
Anonymous Quiz
54%
1.5
21%
2
21%
2.5
4%
3
๐Ÿ‘29
๐Ÿ‘‰What Is Splicing of Reinforcement Bars?

๐ŸทSplicing of reinforcement bars, commonly known as rebars, refers to the process of connecting two or more rebars in a reinforced concrete structure to ensure a continuous and load-resistant structure.

๐ŸšงIt is a critical practice in construction to transfer the stresses from one bar to another effectively, maintaining structural integrity.

๐Ÿ’ซMethods of Splicing Reinforcement Bars
There are three primary methods of splicing reinforcement bars:

โ‡๏ธ1. Lap Splice

A lap splice is the most widely used method in reinforced concrete structures. In this technique, two rebars are overlapped and tied together using binding wires.
The overlap length, also known as the lap length, is crucial for ensuring the spliceโ€™s strength.

โบIt is determined based on factors such as:

โ€ข The diameter of the rebars.
โ€ข The grade of concrete.
โ€ข The specific application of the structure.

โ–ถ๏ธThe lap splice is easy to implement and cost-effective but may require additional concrete cover to accommodate the overlapping bars.
It is commonly used in columns, beams, and slabs.

โ‡๏ธ2. Mechanical Splice

A mechanical splice connects rebars using mechanical devices like couplers or clamps. This method is advantageous in situations where:

โ€ข Space is limited for lap splicing.
โ€ข Large-diameter rebars are used.
โ€ข High-strength connections are required.
Advantages of mechanical splicing:
โ€ข Uniform load distribution across the splice.
โ€ข Reduction in rebar congestion.
โ€ข Suitable for high-seismic zones and critical infrastructure like bridges and high-rise buildings.

Mechanical splicing is precise and durable but typically requires specialized equipment and skilled labor.

โ‡๏ธ3. Welded Splice

A welded splice uses welding techniques to join two rebars. The process involves heating the ends of the rebars to a high temperature and fusing them together under pressure.

โบKey considerations for welded splices:

โ€ข Requires skilled welders and certified procedures.
โ€ข Commonly used in steel-intensive projects such as bridges, industrial buildings, and pipelines.
โ€ข Provides a strong and durable connection but demands stringent quality control to ensure effectiveness.

While welded splicing can deliver excellent results, it may not always be suitable for reinforcement bars with specific chemical compositions or in highly seismic zones due to reduced ductility.

๐Ÿ“œSummary

โบThe three primary splicing methods for reinforcement barsโ€”lap splicing, mechanical splicing, and welded splicing are essential for creating strong and durable reinforced concrete structures.

โนEach method has its unique applications, advantages, and limitations.

โ€ข Lap splices are cost-effective and widely used.
โ€ข Mechanical splices are ideal for high-strength and space-constrained applications.
โ€ข Welded splices are strong and durable but require specialized expertise.

@etconp
๐Ÿ‘25๐Ÿฅฐ1
๐Ÿ‘‰แ‹จแ‹ˆแŒช แŠฅแŠ“ แ‰ฐแŒจแˆ›แˆช แŠญแแ‹ซ แ‹แˆ (Cost Plus Fee Contract)

๐Ÿ“œแ‹ญแˆ… แ‹จแ‹แˆ แŠ แ‹ญแАแ‰ต แˆˆแŒแŠ•แ‰ฃแ‰ณแ‹ แ‹จแ‹ˆแŒฃแ‹แŠ• แ‹‹แŒ‹ แŠฅแŠ“ แˆˆแ‰ฐแ‰‹แˆซแŒฉ แ‹จแˆšแŠจแˆแˆˆแ‹แŠ• แ‹จแŒ‰แˆแ‰ แ‰ต แ‹‹แŒ‹ แ‹ˆแ‹ญแˆ แ‰ตแˆญแ แ‹จแˆšแŠจแˆแˆแ‰ แ‰ต แˆฒแˆ†แŠ• แ‰ แˆฆแˆตแ‰ต แŠ แ‹ญแАแ‰ต แˆ˜แŠ•แŒˆแ‹ต แˆŠแŒˆแˆˆแŒฝ แ‹จแˆšแ‰ฝแˆ แАแ‹แข

๐Ÿšง(1). แ‹ˆแŒช แŠฅแŠ“ แ‰แˆญแŒฅ แŠญแแ‹ซ (Cost plus fixed fee):-

โบแŠ แŠ•แ‹ตแŠ• แˆ•แŠ•แŒป แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จแˆšแ‹‹แ‹‹แˆˆแ‹ แ‰ฐแ‰‹แˆซแŒญ แˆˆแˆ•แŠ•แŒปแ‹ แŒแŠ•แ‰ฃแ‰ณ แ‹ซแ‹ˆแŒฃแ‹  แ‹จแˆšแ‹ซแˆตแŠ แŒ‹ แˆแŠ•แˆแˆ แ‹ญแˆแŠ• แˆแŠ• แˆˆแˆฐแˆซแ‰ แ‰ต แˆˆแ‰ฅแ‰ปแ‹ แ‰ฐแˆˆแ‹ญแ‰ถ แ‹จแˆšแŠจแˆแˆˆแ‹ แˆฒแˆ†แŠ• แАแ‹แข

โ–ถ๏ธแˆˆแˆแˆณแˆŒ แŠ แŠ•แ‹ต แˆ•แŠ•แŒปแŠ• แŠจแˆšแˆแŒ€แ‹ แ‹‹แŒ‹ แ‹จแ‰ฐแˆˆแ‹ซแ‹จ (แ‹จแˆšแ‰€แ‹ซแ‹จแˆญ) แ‰ขแˆ†แŠ•แˆ แ‰ฐแ‰‹แˆซแŒฉ แŒแŠ• แˆˆแŒˆแАแ‰ฃแ‰ แ‰ต แ‹จแ‰ฐแˆตแˆ›แˆ›แ‹ แŒˆแŠ•แ‹˜แ‰ฅ 1,000,000 แ‰ฅแˆญ แ‹ซ แ‰ฅแˆญ แ‰ฅแ‰ป แ‹จแˆšแŠจแˆแˆˆแ‹ แˆฒแˆ†แŠ• แАแ‹แข

๐Ÿšง(2). แ‹ˆแŒช แŠฅแŠ“ แŠ แŠ•แŒปแˆซแ‹ แแˆญแˆฐแŠ•แ‰ต แŠญแแ‹ซ (Cost Plus Percentage fee)แฆ

โบแ‰ แ‹šแˆ… แŠ แ‹ญแАแ‰ต แ‹แˆ แˆ‹แ‹ญ แ‰ฐแ‰‹แˆซแŒฉ แ‹จแˆฐแˆซแ‹แŠ• แˆฅแˆซ แ‹ซแˆ…แˆ แ‰ แ‰ฐแ‰†แˆจแŒ  แแˆญแˆฐแŠ•แ‰ต แ‹จแˆšแŠจแˆแˆˆแ‹ แˆฒแˆ†แŠ• แАแ‹แข

โ–ถ๏ธแˆˆแˆแˆณแˆŒแฆ แ‰ฐแ‰‹แˆซแŒฉ แŠ แŠ•แ‹ตแŠ• แ•แˆฎแŒ€แŠญแ‰ต แ‰ 100,000,000 แ‰ฅแˆญ แ‰ขแ‹ซแŒ แŠ“แ‰…แ‰… แŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แˆ‹แŠจแŠ“แ‹ˆแАแ‰ แ‰ต แŠญแแ‹ซ 10% แ‹จแ‰ฐแ‹‹แ‹‹แˆˆ แ‰ขแˆ†แŠ• 10,000,000 แ‰ฅแˆญ แ‹จแˆšแ‰€แ‰ แˆ แˆฒแˆ†แŠ• แАแ‹แข

๐ŸทแАแŒˆแˆญ แŒแŠ• แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹‹แŒ‹แ‹ แ‰ขแŒจแˆแˆญ แ‹ˆแ‹ญแˆ แ‰ขแ‰€แŠ•แˆต แˆˆแ‰ฐแ‰‹แˆซแŒฉ แ‹จแˆšแŠจแˆแˆˆแ‹แˆ แ‰ แ‹šแ‹ซแ‹ แˆแŠญ (แ‰ แแˆญแˆฐแŠ•แ‰ต แˆตแˆˆแˆšแ‰ฃแ‹›) แ‹ญแˆˆแ‹ซแ‹ซแˆ แˆ›แˆˆแ‰ต แАแ‹แข

๐Ÿšง(3) แ‹ˆแŒช แŠฅแŠ“ แ‹จแ‰ฐแˆˆแ‹ซแ‹จ แŠญแแ‹ซ (Cost Plus Variable Fee)แฆ

โบแ‰ แ‹šแˆ… แ‹แˆ แŠ แ‹ญแАแ‰ต แ‰ฐแ‰‹แˆซแŒฉ แ‰ แ‰ฐแˆˆแ‹ซแ‹ฉ แ‹จแˆฅแˆซ แŠ แ‹ญแАแ‰ถแ‰ฝ แ‹จแ‰ฐแˆˆแ‹ซแ‹จ แŠญแแ‹ซ แ‹จแˆšแ‹ซแŒˆแŠแ‰ แ‰ต แˆฒแˆ†แŠ• แАแ‹แˆแข

โ–ถ๏ธแˆˆแˆแˆณแˆŒแฆ แ‹จแˆ˜แˆฌแ‰ต แˆฅแˆซแ‹Žแ‰ฝแŠ• แˆฒแ‹ซแŒ แŠ“แ‰…แ‰… 10% แŠญแแ‹ซ แˆˆแˆฐแˆซแ‰ แ‰ต แ‹จแˆšแˆแŒธแˆ˜แ‰ แ‰ตแฃ แŠจแˆ˜แˆฌแ‰ต แ‰ แˆ‹แ‹ญ แˆ‹แˆ‰ แ‹‹แŠ“ แ‹‹แŠ“ แˆตแ‰ตแˆซแŠญแ‰ธแˆซ แˆฅแˆซแ‹Žแ‰ฝ แˆฒแ‹ซแŒ แŠ“แ‰…แ‰… 15% แŠญแแ‹ซ แˆˆแˆฐแˆซแ‰ แ‰ต แ‹จแˆšแˆแŒธแˆ˜แ‰ แ‰ตแฃแˆ›แŒ แ‰ƒแˆˆแ‹ซ แˆฅแˆซแ‹Žแ‰ฝ (Finishing works) แˆฒแ‹ซแŒ แŠ“แ‰…แ‰… 8% แŠญแแ‹ซ แˆˆแˆฐแˆซแ‰ แ‰ต แ‹จแˆšแˆแŒธแˆ˜แ‰ แ‰ต แˆฒแˆ†แŠ• แ‹ˆแ‹ญแˆ แ‰ แˆŒแˆ‹ แˆ˜แŠ•แŒˆแ‹ต แ‰ แ‹จแ‹ฐแˆจแŒƒแ‹ แ‹จแ‰ฐแˆˆแ‹ซแ‹จ แŠญแแ‹ซ แŠจแ‰ฐแ‹‹แ‹‹แˆˆ แАแ‹แข

๐ŸŽฒแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

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แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแˆ…แŠ•แŒป แŠ แ‹‹แŒ….pdf
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๐Ÿ‘‰แŠ แ‹ฒแˆฑ แ‹จแˆ…แŠ•แŒป แŠ แ‹‹แŒ…

๐Ÿทแˆˆแ‹ˆแ‹ณแŒ…แ‹Ž แˆผแˆญ แ‹ซแˆญแŒ‰แ‰ต๐Ÿ™

๐ŸŽฒแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

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

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๐Ÿ‘12
๐Ÿ‘‰แ‰ แ‹˜แˆญแ‰ แˆˆแˆšแŒˆแŠ™ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‹จแ‰ฐแˆฐแŠ“แ‹ณแ‹ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แ‰ฐแŒ€แˆ˜แˆจ

Constriction Law, Contract admin &PPA, Constriction Claim and Dispute Resolution, FIDIC แŠฅแŠ•แ‹ฒแˆแˆ Cost Estimation แ‰ แˆšแˆ‰ แˆญแ‹•แˆถแ‰ฝ แˆ‹แ‹ญ แ‰ตแŠฉแˆจแ‰ฑแŠ• แ‹ซแ‹ฐแˆจแŒˆ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แŠจแˆ›แ‹•แŠจแˆแŠ“ แŠจแˆแˆ‰แˆ แŠญแแˆˆแŠจแ‰ฐแˆžแ‰ฝ แˆˆแ‰ฐแ‹แŒฃแŒก 70 แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŠฅแ‹จแ‰ฐแˆฐแŒ  แ‹ญแŒˆแŠ›แˆแกแก

แ‹จแŠฎแŠ•แ‰ตแˆซแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญแค แ‹จแˆแˆ…แŠ•แ‹ตแˆตแŠ“ แŒแ‹ฅ แค แ‹จแ•แˆฎแŒ€แŠญแ‰ต แŠฆแ‹ฒแ‰ต แŠฅแŠ“ แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŒฅแˆซแ‰ต แ‰แŒฅแŒฅแˆญ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŠฅแ‹จแ‰ฐแˆณแ‰ฐแ‰แ‰ แ‰ต แ‹จแˆšแŒˆแŠ˜แ‹ แ‹ญแˆ… แˆตแˆแŒ แŠ“ แˆˆแ‰€แŒฃแ‹ฎแ‰น 10 แ‰€แŠ“แ‰ต แ‰€แŒฃแ‹ญแАแ‰ต แŠ–แˆฎแ‰ต แŠฅแŠ•แ‹ฐแˆšแ‰†แ‹ญ แŠจแ‰ขแˆฎแ‹ แ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แ‹ณแ‹ญแˆฌแŠญแ‰ถแˆฌแ‰ต แ‹ซแŒˆแŠ˜แАแ‹ แˆ˜แˆจแŒƒ แ‹ซแˆณแ‹ซแˆแกแก

แ‹จแˆตแˆซ แŠญแแˆ‰ แŠ แ‹ซแ‹ญแ‹žแˆ แ‰ แ‰€แŒฃแ‹ญแˆ แŠจแˆ›แ‹•แŠจแˆ แŠฅแˆตแŠจ แŠญแแˆˆแŠจแ‰ฐแˆ› แˆˆแˆšแŒˆแŠ™ แ‹จแ‹ฒแ‹›แ‹ญแŠ• แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‰  Etabs Software, Arch cad แ‹™แˆชแ‹ซ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แˆˆแˆ˜แˆตแŒ แ‰ต แ‹จแ‰…แ‹ตแˆ˜ แ‹แŒแŒ…แ‰ต แˆตแˆซแ‹Žแ‰ฝ แˆ˜แŒ แŠ“แ‰€แ‰ƒแ‰ธแ‹แŠ• แŒ แ‰…แˆทแˆแกแก

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ฒแ‹›แ‹ญแŠ•แŠ“ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แ‰ขแˆฎ แŠฎแˆ™แŠ’แŠฌแˆฝแŠ• แŒ‰แ‹ณแ‹ฎแ‰ฝ แ‹ณแ‹ญแˆฌแŠญแ‰ถแˆฌแ‰ต

@etconp
๐Ÿ‘17โค2
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‘6
๐Ÿ‘‰UNDERSTANDING DRAINAGE SETTING OUT AND CONSTRUCTION

๐ŸทEffective drainage systems are critical for managing stormwater runoff and preventing flooding in urban and rural areas.

๐Ÿ’ซProperly constructed drainage systems ensure the safe removal of excess water, protecting infrastructure and the environment.

๐Ÿ’ซConstruction techniques/Activities description

โ–ช๏ธCarry out project assessment by evaluating the drainage requirements based on the project plans and specifications and also understanding the intended function, capacity, and location of the drainage system.
โ–ช๏ธDesign analysis is by carrying out site assessment which include identifying topography, soil types, and water flow patterns, gradients, aninlet/outlet locations.
โ–ช๏ธDetermining drainage requirements based on local regulations and rainfall data.
โ–ช๏ธSetting out
โ–ช๏ธSet up benchmarks to establish a reference level at a known elevation
โ–ช๏ธEstablishing profile
โ–ช๏ธEstablish the levels
โ–ช๏ธEnsuring proper slope and alignment to facilitate water flow
โ–ช๏ธExcavation and trenches
โ–ช๏ธPreparation of drainage bed
โ–ช๏ธBlinding of 50mm - 70mm thick to receive drainage base
โ–ช๏ธLaying of reinforcement baskets
โ–ช๏ธLaying of concrete cover blocks
โ–ช๏ธInstallation of formwork
โ–ช๏ธPreparation of materials
โ–ช๏ธDesign mix (1:2:4) used with proper amount of water.
โ–ช๏ธCarry out slump test to ascertain concrete workability
โ–ช๏ธCasting the base and walls of drainage with vibrated concrete
โ–ช๏ธCompaction and backfilling
โ–ช๏ธde-shuttering
โ–ช๏ธAllow for curing
โ–ช๏ธCarry out QA and inspection during and after.

Via Eagleng

@etconp
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Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

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

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐Ÿ‘6โค1
๐Ÿ‘‰แŠจแ‰ฃแˆˆแˆแ‹ แ‹จแ‰€แŒ แˆˆ

๐Ÿ’ซGENERAL KNOWLEDGE ON CONSTRUCTION

21. Clear cover for rebar in beams is typically 25mm.

22. Clear cover for rebar in slabs is typically 20mm.

23. Standard consistency of cement paste is about 30%.

24. The fineness modulus of fine aggregate ranges from 2.2 to 3.2.

25. The Poisson's ratio for steel is approximately 0.3.

26. The unit weight of water is 1000 kg/mยณ.

27. Specific gravity of cement is around 3.15.

28. The initial setting time of ordinary Portland cement is 30 minutes.

29. The final setting time of ordinary Portland cement is 10 hours.

30. Slump values for structural concrete typically range from 75 to 125 mm


31. Maximum size of coarse aggregate in RCC is 20mm.

32. The tensile strength of concrete is approximately 10% of its compressive strength.

33. The allowable bearing capacity of soil should be determined through soil tests.

34. Plate load test is used to determine the bearing capacity of soil.

35. Permeability of soil affects the design of foundations and drainage systems.

36. Standard penetration test (SPT) assesses soil compaction and bearing capacity.

37. The unit weight of sand is approximately 1600 kg/mยณ.

38. Soil compaction increases the bearing capacity of soil.

39. Angle of repose indicates the stability of granular materials.

40. Cohesion is a measure of the shear strength of cohesive soils


. .  .)แ‹ญแ‰€แŒฅแˆ‹แˆ!

๐ŸŽฒแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

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@etconp
๐Ÿ‘24โค13
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๐Ÿ’ซAR Building Finishing & Water Proofing Works

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๐Ÿ‘‰แŠจแ‰ฃแˆˆแˆแ‹ แ‹จแ‰€แŒ แˆˆ ๐Ÿ’ซGENERAL KNOWLEDGE ON CONSTRUCTION 21. Clear cover for rebar in beams is typically 25mm. 22. Clear cover for rebar in slabs is typically 20mm. 23. Standard consistency of cement paste is about 30%. 24. The fineness modulus of fine aggregateโ€ฆ
๐Ÿ‘‰แŠจ แ‰ตแˆ‹แŠ•แ‰ต แ‹จแ‰€แŒ แˆˆ

๐Ÿ’ซGENERAL KNOWLEDGE ON CONSTRUCTION

41. A cantilever beam is fixed at one end and free at the other.

42. Fixed-end moments are moments developed at fixed supports.

43. Bending stress in a beam is calculated using the formula ฯƒ = My/I.

44. Torsion in beams is caused by twisting moments or torques.

45. A simply supported beam has supports at both ends.

46. The moment of inertia of a rectangular section is bdยณ/12.

47. Deflection in beams can be calculated using integration methods.

48. Reinforcement bars should be free of rust and other contaminants.

49. Development length is the length required to transfer stress to concrete.

50. Hooked bars are used to anchor reinforcement in concrete.


51. A truss is a structure composed of members arranged in triangles.

52. Load-bearing walls transfer loads from floors and roofs to foundations.

53. Shear walls resist lateral forces such as wind and earthquakes.

54. Moment-resisting frames provide lateral stability to structures.

55. Expansion joints allow for thermal expansion and contraction in structures.

56. Pre-tensioning and post-tensioning are methods of prestressing concrete.

57. Masonry walls can be constructed using bricks, blocks, or stones.

58. Mortar is a mixture of cement, sand, and water used in masonry.

59. The typical thickness of a residential slab is 125mm.

60. The minimum reinforcement in slabs is 0.12% of the cross-sectional area.


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