๐แจแแดแซแ แแแแตแต แจแแฐแ แจแฅแซ แแแแแฝ แจแแญแแแณ แแ
แแแฃแณ แแฐแตแ แแ แ
๐ทแ แแฅแแฑ แจแแญ แแณแญ แแแตแตแญ แแฒแฎแ แขแแฒแแต (แถ/แญ)แฃ แจแแตแแ แแแ แ แซแฃแขแแฝ แแแตแตแญ แ แฅแญแแ แ แแญ (แถ/แญ)แฃแจแฅแแซแ แแจแแ แฐแ แแแต แแ แณแญแฌแญแฐแญ แ แแฃแณแฐแญ แฌแตแแ แแดแแ แจแตแแซแญ แญแแ แแแซแ แ แฅแฐแณแฐแญ แญแแฐ แแฅแฐแณแตแญ แแณแธแ แจแณ แฐแณแตแแแแกแก
๐งแแญแแแณ แแ แจแ แซแฃแขแ แแญ แจแฐแฃแฃแ แขแฎ-แแ แฒแแรท แฐแแฅแฎ แฃแฐแแ แจแฐแซแซ แฐแแฐแแถแฝ แแญ แฅแจแฐแแแฃ แฅแแฐแแแ แฐแแแญแทแแกแก
โบแจแแฎแแญแฑ แฅแซ แฒแ แแแ แจแฐแแซแญ แจแแฅแ แแณแจแป แฅแแซแแฝ แ แแฑ แฅแแฐแแแ แฐแ แแแแกแก
Via FBC
@etconp
๐ทแ แแฅแแฑ แจแแญ แแณแญ แแแตแตแญ แแฒแฎแ แขแแฒแแต (แถ/แญ)แฃ แจแแตแแ แแแ แ แซแฃแขแแฝ แแแตแตแญ แ แฅแญแแ แ แแญ (แถ/แญ)แฃแจแฅแแซแ แแจแแ แฐแ แแแต แแ แณแญแฌแญแฐแญ แ แแฃแณแฐแญ แฌแตแแ แแดแแ แจแตแแซแญ แญแแ แแแซแ แ แฅแฐแณแฐแญ แญแแฐ แแฅแฐแณแตแญ แแณแธแ แจแณ แฐแณแตแแแแกแก
๐งแแญแแแณ แแ แจแ แซแฃแขแ แแญ แจแฐแฃแฃแ แขแฎ-แแ แฒแแรท แฐแแฅแฎ แฃแฐแแ แจแฐแซแซ แฐแแฐแแถแฝ แแญ แฅแจแฐแแแฃ แฅแแฐแแแ แฐแแแญแทแแกแก
โบแจแแฎแแญแฑ แฅแซ แฒแ แแแ แจแฐแแซแญ แจแแฅแ แแณแจแป แฅแแซแแฝ แ แแฑ แฅแแฐแแแ แฐแ แแแแกแก
Via FBC
@etconp
๐25โค1
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
๐18
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
๐20
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
๐23
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
๐29
๐What Is Splicing of Reinforcement Bars?
๐ทSplicing 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.
๐งIt is a critical practice in construction to transfer the stresses from one bar to another effectively, maintaining structural integrity.
๐ซMethods of Splicing Reinforcement Bars
There are three primary methods of splicing reinforcement bars:
โ๏ธ1. 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 spliceโs strength.
โบIt is determined based on factors such as:
โข The diameter of the rebars.
โข The grade of concrete.
โข The specific application of the structure.
โถ๏ธThe 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๏ธ2. Mechanical Splice
A mechanical splice connects rebars using mechanical devices like couplers or clamps. This method is advantageous in situations where:
โข Space is limited for lap splicing.
โข Large-diameter rebars are used.
โข High-strength connections are required.
Advantages of mechanical splicing:
โข Uniform load distribution across the splice.
โข Reduction in rebar congestion.
โข 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๏ธ3. 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.
โบKey considerations for welded splices:
โข Requires skilled welders and certified procedures.
โข Commonly used in steel-intensive projects such as bridges, industrial buildings, and pipelines.
โข 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.
๐Summary
โบThe three primary splicing methods for reinforcement barsโlap splicing, mechanical splicing, and welded splicing are essential for creating strong and durable reinforced concrete structures.
โนEach method has its unique applications, advantages, and limitations.
โข Lap splices are cost-effective and widely used.
โข Mechanical splices are ideal for high-strength and space-constrained applications.
โข Welded splices are strong and durable but require specialized expertise.
@etconp
๐ทSplicing 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.
๐งIt is a critical practice in construction to transfer the stresses from one bar to another effectively, maintaining structural integrity.
๐ซMethods of Splicing Reinforcement Bars
There are three primary methods of splicing reinforcement bars:
โ๏ธ1. 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 spliceโs strength.
โบIt is determined based on factors such as:
โข The diameter of the rebars.
โข The grade of concrete.
โข The specific application of the structure.
โถ๏ธThe 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๏ธ2. Mechanical Splice
A mechanical splice connects rebars using mechanical devices like couplers or clamps. This method is advantageous in situations where:
โข Space is limited for lap splicing.
โข Large-diameter rebars are used.
โข High-strength connections are required.
Advantages of mechanical splicing:
โข Uniform load distribution across the splice.
โข Reduction in rebar congestion.
โข 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๏ธ3. 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.
โบKey considerations for welded splices:
โข Requires skilled welders and certified procedures.
โข Commonly used in steel-intensive projects such as bridges, industrial buildings, and pipelines.
โข 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.
๐Summary
โบThe three primary splicing methods for reinforcement barsโlap splicing, mechanical splicing, and welded splicing are essential for creating strong and durable reinforced concrete structures.
โนEach method has its unique applications, advantages, and limitations.
โข Lap splices are cost-effective and widely used.
โข Mechanical splices are ideal for high-strength and space-constrained applications.
โข Welded splices are strong and durable but require specialized expertise.
@etconp
๐25๐ฅฐ1
๐แจแแช แฅแ แฐแจแแช แญแแซ แแ (Cost Plus Fee Contract)
๐แญแ แจแแ แ แญแแต แแแแฃแณแ แจแแฃแแ แแ แฅแ แแฐแแซแฉ แจแแจแแแแ แจแแแ แต แแ แแญแ แตแญแ แจแแจแแแ แต แฒแแ แ แฆแตแต แ แญแแต แแแแต แแแแฝ แจแแฝแ แแแข
๐ง(1). แแช แฅแ แแญแฅ แญแแซ (Cost plus fixed fee):-
โบแ แแตแ แแแป แแแแแฃแต แจแแแแแ แฐแแซแญ แแแแปแ แแแฃแณ แซแแฃแ แจแแซแตแ แ แแแแ แญแแ แแ แแฐแซแ แต แแฅแปแ แฐแแญแถ แจแแจแแแ แฒแแ แแแข
โถ๏ธแแแณแ แ แแต แแแปแ แจแแแแ แแ แจแฐแแซแจ (แจแแแซแจแญ) แขแแแ แฐแแซแฉ แแ แแแแฃแ แต แจแฐแตแแแ แแแแฅ 1,000,000 แฅแญ แซ แฅแญ แฅแป แจแแจแแแ แฒแแ แแแข
๐ง(2). แแช แฅแ แ แแปแซแ แแญแฐแแต แญแแซ (Cost Plus Percentage fee)แฆ
โบแ แแ แ แญแแต แแ แแญ แฐแแซแฉ แจแฐแซแแ แฅแซ แซแ แ แ แฐแแจแ แแญแฐแแต แจแแจแแแ แฒแแ แแแข
โถ๏ธแแแณแแฆ แฐแแซแฉ แ แแตแ แแฎแแญแต แ 100,000,000 แฅแญ แขแซแ แแ แ แแแฃแณแแ แแจแแแแ แต แญแแซ 10% แจแฐแแแ แขแแ 10,000,000 แฅแญ แจแแแ แ แฒแแ แแแข
๐ทแแแญ แแ แจแแแฃแณ แแแ แขแจแแญ แแญแ แขแแแต แแฐแแซแฉ แจแแจแแแแ แ แแซแ แแญ (แ แแญแฐแแต แตแแแฃแ) แญแแซแซแ แแแต แแแข
๐ง(3) แแช แฅแ แจแฐแแซแจ แญแแซ (Cost Plus Variable Fee)แฆ
โบแ แแ แแ แ แญแแต แฐแแซแฉ แ แฐแแซแฉ แจแฅแซ แ แญแแถแฝ แจแฐแแซแจ แญแแซ แจแแซแแแ แต แฒแแ แแแแข
โถ๏ธแแแณแแฆ แจแแฌแต แฅแซแแฝแ แฒแซแ แแ แ 10% แญแแซ แแฐแซแ แต แจแแแธแแ แตแฃ แจแแฌแต แ แแญ แแ แแ แแ แตแตแซแญแธแซ แฅแซแแฝ แฒแซแ แแ แ 15% แญแแซ แแฐแซแ แต แจแแแธแแ แตแฃแแ แแแซ แฅแซแแฝ (Finishing works) แฒแซแ แแ แ 8% แญแแซ แแฐแซแ แต แจแแแธแแ แต แฒแแ แแญแ แ แแ แแแแต แ แจแฐแจแแ แจแฐแแซแจ แญแแซ แจแฐแแแ แแแข
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐แญแ แจแแ แ แญแแต แแแแฃแณแ แจแแฃแแ แแ แฅแ แแฐแแซแฉ แจแแจแแแแ แจแแแ แต แแ แแญแ แตแญแ แจแแจแแแ แต แฒแแ แ แฆแตแต แ แญแแต แแแแต แแแแฝ แจแแฝแ แแแข
๐ง(1). แแช แฅแ แแญแฅ แญแแซ (Cost plus fixed fee):-
โบแ แแตแ แแแป แแแแแฃแต แจแแแแแ แฐแแซแญ แแแแปแ แแแฃแณ แซแแฃแ แจแแซแตแ แ แแแแ แญแแ แแ แแฐแซแ แต แแฅแปแ แฐแแญแถ แจแแจแแแ แฒแแ แแแข
โถ๏ธแแแณแ แ แแต แแแปแ แจแแแแ แแ แจแฐแแซแจ (แจแแแซแจแญ) แขแแแ แฐแแซแฉ แแ แแแแฃแ แต แจแฐแตแแแ แแแแฅ 1,000,000 แฅแญ แซ แฅแญ แฅแป แจแแจแแแ แฒแแ แแแข
๐ง(2). แแช แฅแ แ แแปแซแ แแญแฐแแต แญแแซ (Cost Plus Percentage fee)แฆ
โบแ แแ แ แญแแต แแ แแญ แฐแแซแฉ แจแฐแซแแ แฅแซ แซแ แ แ แฐแแจแ แแญแฐแแต แจแแจแแแ แฒแแ แแแข
โถ๏ธแแแณแแฆ แฐแแซแฉ แ แแตแ แแฎแแญแต แ 100,000,000 แฅแญ แขแซแ แแ แ แแแฃแณแแ แแจแแแแ แต แญแแซ 10% แจแฐแแแ แขแแ 10,000,000 แฅแญ แจแแแ แ แฒแแ แแแข
๐ทแแแญ แแ แจแแแฃแณ แแแ แขแจแแญ แแญแ แขแแแต แแฐแแซแฉ แจแแจแแแแ แ แแซแ แแญ (แ แแญแฐแแต แตแแแฃแ) แญแแซแซแ แแแต แแแข
๐ง(3) แแช แฅแ แจแฐแแซแจ แญแแซ (Cost Plus Variable Fee)แฆ
โบแ แแ แแ แ แญแแต แฐแแซแฉ แ แฐแแซแฉ แจแฅแซ แ แญแแถแฝ แจแฐแแซแจ แญแแซ แจแแซแแแ แต แฒแแ แแแแข
โถ๏ธแแแณแแฆ แจแแฌแต แฅแซแแฝแ แฒแซแ แแ แ 10% แญแแซ แแฐแซแ แต แจแแแธแแ แตแฃ แจแแฌแต แ แแญ แแ แแ แแ แตแตแซแญแธแซ แฅแซแแฝ แฒแซแ แแ แ 15% แญแแซ แแฐแซแ แต แจแแแธแแ แตแฃแแ แแแซ แฅแซแแฝ (Finishing works) แฒแซแ แแ แ 8% แญแแซ แแฐแซแ แต แจแแแธแแ แต แฒแแ แแญแ แ แแ แแแแต แ แจแฐแจแแ แจแฐแแซแจ แญแแซ แจแฐแแแ แแแข
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
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@etconp
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Ethiopian Construction Vacancy & Tender
Ethiopian Construction Vacancy & Tender
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
๐ฉ @Philemona7
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
๐ฉ @Philemona7
๐15๐11๐1
แจแขแตแฎแตแซ แจแ
แแป แ แแ
.pdf
2.4 MB
๐แ แฒแฑ แจแ
แแป แ แแ
๐ทแแแณแ แ แผแญ แซแญแแต๐
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐ทแแแณแ แ แผแญ แซแญแแต๐
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐12
๐แ แแญแ แแแแ แฃแแแซแแฝ แจแฐแฐแแณแ แจแแ
แ แแแฃแณ แตแแ แ แฐแแแจ
Constriction Law, Contract admin &PPA, Constriction Claim and Dispute Resolution, FIDIC แฅแแฒแแ Cost Estimation แ แแ แญแแถแฝ แแญ แตแฉแจแฑแ แซแฐแจแ แจแแ แ แแแฃแณ แตแแ แ แจแแแจแแ แจแแแ แญแแแจแฐแแฝ แแฐแแฃแก 70 แฃแแแซแแฝ แฅแจแฐแฐแ แญแแแแกแก
แจแฎแแตแซแต แ แตแฐแณแฐแญแค แจแแ แแตแตแ แแฅ แค แจแแฎแแญแต แฆแฒแต แฅแ แจแฒแแญแ แฅแซแต แแฅแฅแญ แฃแแแซแแฝ แฅแจแฐแณแฐแแ แต แจแแแแ แญแ แตแแ แ แแแฃแฎแน 10 แแแต แแฃแญแแต แแฎแต แฅแแฐแแแญ แจแขแฎแ แแ แ แแแฃแณ แณแญแฌแญแถแฌแต แซแแแแ แแจแ แซแณแซแแกแก
แจแตแซ แญแแ แ แซแญแแ แ แแฃแญแ แจแแแจแ แฅแตแจ แญแแแจแฐแ แแแแ แจแฒแแญแ แฃแแแซแแฝ แ Etabs Software, Arch cad แแชแซ แจแแ แ แแแฃแณ แตแแ แ แแแตแ แต แจแ แตแ แแแ แต แตแซแแฝ แแ แแแแธแแ แ แ แทแแกแก
แจแ แฒแต แ แ แฃ แฒแแญแแ แแแฃแณ แตแซแแฝ แขแฎ แฎแแแฌแฝแ แแณแฎแฝ แณแญแฌแญแถแฌแต
@etconp
Constriction Law, Contract admin &PPA, Constriction Claim and Dispute Resolution, FIDIC แฅแแฒแแ Cost Estimation แ แแ แญแแถแฝ แแญ แตแฉแจแฑแ แซแฐแจแ แจแแ แ แแแฃแณ แตแแ แ แจแแแจแแ แจแแแ แญแแแจแฐแแฝ แแฐแแฃแก 70 แฃแแแซแแฝ แฅแจแฐแฐแ แญแแแแกแก
แจแฎแแตแซแต แ แตแฐแณแฐแญแค แจแแ แแตแตแ แแฅ แค แจแแฎแแญแต แฆแฒแต แฅแ แจแฒแแญแ แฅแซแต แแฅแฅแญ แฃแแแซแแฝ แฅแจแฐแณแฐแแ แต แจแแแแ แญแ แตแแ แ แแแฃแฎแน 10 แแแต แแฃแญแแต แแฎแต แฅแแฐแแแญ แจแขแฎแ แแ แ แแแฃแณ แณแญแฌแญแถแฌแต แซแแแแ แแจแ แซแณแซแแกแก
แจแตแซ แญแแ แ แซแญแแ แ แแฃแญแ แจแแแจแ แฅแตแจ แญแแแจแฐแ แแแแ แจแฒแแญแ แฃแแแซแแฝ แ Etabs Software, Arch cad แแชแซ แจแแ แ แแแฃแณ แตแแ แ แแแตแ แต แจแ แตแ แแแ แต แตแซแแฝ แแ แแแแธแแ แ แ แทแแกแก
แจแ แฒแต แ แ แฃ แฒแแญแแ แแแฃแณ แตแซแแฝ แขแฎ แฎแแแฌแฝแ แแณแฎแฝ แณแญแฌแญแถแฌแต
@etconp
๐17โค2
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แจ แ แฃแญ แแตแฅ แฅแตแจ แฎแชแฐแญ แแแต
แจแแแฐแฅ แคแถแฝ แฅแตแจ แฐแแแต แฅแ
แแแแแฝ แ แแแ แจแขแตแฎแฝแซ แญแแ
แ แปแซแฝแแ แ แณแญแแแ
๐ฐแแ แญแแแแ?
โ๏ธแแแซ แแแจแซ รท แแ แแซ แฅแ แแฅแป แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ
แ.1 แแญแซแถ
แ.2 แฐแญแแแญแแแต
แ.3 แ แจแญ แคแ
0904040477
0911016833
๐แจ แ แฃแญ แแตแฅ แฅแตแจ แฎแชแฐแญ แแแต
แจแแแฐแฅ แคแถแฝ แฅแตแจ แฐแแแต แฅแ
แแแแแฝ แ แแแ แจแขแตแฎแฝแซ แญแแ
แ แปแซแฝแแ แ แณแญแแแ
๐ฐแแ แญแแแแ?
โ๏ธแแแซ แแแจแซ รท แแ แแซ แฅแ แแฅแป แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ
แ.1 แแญแซแถ
แ.2 แฐแญแแแญแแแต
แ.3 แ แจแญ แคแ
0904040477
0911016833
๐6
๐UNDERSTANDING DRAINAGE SETTING OUT AND CONSTRUCTION
๐ทEffective drainage systems are critical for managing stormwater runoff and preventing flooding in urban and rural areas.
๐ซProperly constructed drainage systems ensure the safe removal of excess water, protecting infrastructure and the environment.
๐ซConstruction techniques/Activities description
โช๏ธCarry 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.
โช๏ธDesign analysis is by carrying out site assessment which include identifying topography, soil types, and water flow patterns, gradients, aninlet/outlet locations.
โช๏ธDetermining drainage requirements based on local regulations and rainfall data.
โช๏ธSetting out
โช๏ธSet up benchmarks to establish a reference level at a known elevation
โช๏ธEstablishing profile
โช๏ธEstablish the levels
โช๏ธEnsuring proper slope and alignment to facilitate water flow
โช๏ธExcavation and trenches
โช๏ธPreparation of drainage bed
โช๏ธBlinding of 50mm - 70mm thick to receive drainage base
โช๏ธLaying of reinforcement baskets
โช๏ธLaying of concrete cover blocks
โช๏ธInstallation of formwork
โช๏ธPreparation of materials
โช๏ธDesign mix (1:2:4) used with proper amount of water.
โช๏ธCarry out slump test to ascertain concrete workability
โช๏ธCasting the base and walls of drainage with vibrated concrete
โช๏ธCompaction and backfilling
โช๏ธde-shuttering
โช๏ธAllow for curing
โช๏ธCarry out QA and inspection during and after.
Via Eagleng
@etconp
๐ทEffective drainage systems are critical for managing stormwater runoff and preventing flooding in urban and rural areas.
๐ซProperly constructed drainage systems ensure the safe removal of excess water, protecting infrastructure and the environment.
๐ซConstruction techniques/Activities description
โช๏ธCarry 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.
โช๏ธDesign analysis is by carrying out site assessment which include identifying topography, soil types, and water flow patterns, gradients, aninlet/outlet locations.
โช๏ธDetermining drainage requirements based on local regulations and rainfall data.
โช๏ธSetting out
โช๏ธSet up benchmarks to establish a reference level at a known elevation
โช๏ธEstablishing profile
โช๏ธEstablish the levels
โช๏ธEnsuring proper slope and alignment to facilitate water flow
โช๏ธExcavation and trenches
โช๏ธPreparation of drainage bed
โช๏ธBlinding of 50mm - 70mm thick to receive drainage base
โช๏ธLaying of reinforcement baskets
โช๏ธLaying of concrete cover blocks
โช๏ธInstallation of formwork
โช๏ธPreparation of materials
โช๏ธDesign mix (1:2:4) used with proper amount of water.
โช๏ธCarry out slump test to ascertain concrete workability
โช๏ธCasting the base and walls of drainage with vibrated concrete
โช๏ธCompaction and backfilling
โช๏ธde-shuttering
โช๏ธAllow for curing
โช๏ธCarry out QA and inspection during and after.
Via Eagleng
@etconp
๐12
Intercon Construction Chemicals
๐ 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
๐ 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
๐6โค1
๐แจแฃแแแ แจแแ แ
๐ซGENERAL 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
. . .)แญแแฅแแ!
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐ซGENERAL 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
. . .)แญแแฅแแ!
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐24โค13
#ADVERTISEMENT
๐แแแแฃแณแ แแ แต แฅแแ แตแ แแแตแแแแ แจแแแฃแณ แ แแ แแฐ แฅแ แญแฐแแแข
๐ซAR Building Finishing & Water Proofing Works แแ แแแแฝ แแ แต แแฃแชแแฝ แแ
๐งแ แแฉ แฅแซแต แจแแแฝแแ แตแซแแ แ แ แแแ แคแตแ แแ แต แ แแแ แแ แฅแแตแจแญแฅแแณแแแข
๐แจแแแชแซ แคแต แฅแตแจ แตแแแ แ แแแแฝ แ แปแซแฝแแ แ แณแญแแแแข
โถ๏ธContextra
โถ๏ธFine quartez
โถ๏ธStone paint
โถ๏ธ Water Proofing Chemicals
โถ๏ธ Membranes แ แฅแซแต แฅแแฐแซแแแข
๐แ แตแซแป:โแกแซแคแ แแญแแแ แ แแ
แตแแญ 0977 67 67 90
0912 23 04 71
๐ซAR Building Finishing & Water Proofing Works
แดแแแซแ:
@antearb
@antearb
๐แแแแฃแณแ แแ แต แฅแแ แตแ แแแตแแแแ แจแแแฃแณ แ แแ แแฐ แฅแ แญแฐแแแข
๐ซAR Building Finishing & Water Proofing Works แแ แแแแฝ แแ แต แแฃแชแแฝ แแ
๐งแ แแฉ แฅแซแต แจแแแฝแแ แตแซแแ แ แ แแแ แคแตแ แแ แต แ แแแ แแ แฅแแตแจแญแฅแแณแแแข
๐แจแแแชแซ แคแต แฅแตแจ แตแแแ แ แแแแฝ แ แปแซแฝแแ แ แณแญแแแแข
โถ๏ธContextra
โถ๏ธFine quartez
โถ๏ธStone paint
โถ๏ธ Water Proofing Chemicals
โถ๏ธ Membranes แ แฅแซแต แฅแแฐแซแแแข
๐แ แตแซแป:โแกแซแคแ แแญแแแ แ แแ
แตแแญ 0977 67 67 90
0912 23 04 71
๐ซAR Building Finishing & Water Proofing Works
แดแแแซแ:
@antearb
@antearb
๐3๐1
Ethio Construction Engineering
๐แจแฃแแแ แจแแ แ ๐ซGENERAL 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 aggregateโฆ
๐แจ แตแแแต แจแแ แ
๐ซGENERAL 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 ฯ = 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.
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐ซGENERAL 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 ฯ = 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.
๐ฒแแแแแแ แ แตแฐแซแจแตแ แฅแ แแณแฅแ แญแปแแแ!
๐แ แตแซ แฅแ แจแจแณแแฝ แแแแ แ แต แปแแ แแแแแแ๐ @ETCONpWORK
๐ฉแแฝแแแ แซแฐแก @ETCONpBOT
๐ซแฒแญแถแญ:๐
www.tiktok.com/@etconp7
@etconp
๐22โค2
๐Bricks
๐ซBricks are a type of building material typically made of concrete, sand, lime, or clay. They are generally used to construct walls, pavements, and other types of architecture.
๐งBricks can be produced in a variety of shapes and types depending on the materials used to make them and the use for which they are intended.
โบIt is because of their sturdiness, strength, and fire resistance, that they continue to be a popular building material.
โญ๏ธDifferent types of bricks
1. Sun-dried bricks
2. Burnt clay bricks
1) First class bricks
2) Second class bricks
3) Third class bricks
4) Fourth class bricks
3. Fly ash bricks
4. Concrete bricks
5. Engineering bricks
6. Calcium silicate bricks
7. Eco bricks
โถ๏ธBricks can be identified by their size, colour, texture, and sound.
https://t.me/ETCONpWORK
@etconp
๐ซBricks are a type of building material typically made of concrete, sand, lime, or clay. They are generally used to construct walls, pavements, and other types of architecture.
๐งBricks can be produced in a variety of shapes and types depending on the materials used to make them and the use for which they are intended.
โบIt is because of their sturdiness, strength, and fire resistance, that they continue to be a popular building material.
โญ๏ธDifferent types of bricks
1. Sun-dried bricks
2. Burnt clay bricks
1) First class bricks
2) Second class bricks
3) Third class bricks
4) Fourth class bricks
3. Fly ash bricks
4. Concrete bricks
5. Engineering bricks
6. Calcium silicate bricks
7. Eco bricks
โถ๏ธBricks can be identified by their size, colour, texture, and sound.
https://t.me/ETCONpWORK
@etconp
๐16
PHP:- This typically refers to the type of steel used in the rebar. In this context, it denote a specific brand or manufacturer designation for the rebar.
TMT:- This stands for Thermo-Mechanically Treated steel.
TMT bars are produced through a process that involves heating and rapid cooling, which enhances their strength and ductility compared to conventional steel bars.
The TMT process results in a composite structure with a tough outer layer and a softer core, providing better performance under stress.
500:- This number indicates the yield strength of the rebar in megapascals (MPa).
A yield strength of 500 MPa means that the rebar can withstand stresses up to this limit before deforming permanently.
Higher numbers indicate stronger steel, making it suitable for various construction applications where high tensile strength is required.
20:- This figure usually represents the diameter of the rebar in millimeters (mm)
Therefore, โ20โ indicates that this particular rebar has a diameter of 20 mm
@etconp
TMT:- This stands for Thermo-Mechanically Treated steel.
TMT bars are produced through a process that involves heating and rapid cooling, which enhances their strength and ductility compared to conventional steel bars.
The TMT process results in a composite structure with a tough outer layer and a softer core, providing better performance under stress.
500:- This number indicates the yield strength of the rebar in megapascals (MPa).
A yield strength of 500 MPa means that the rebar can withstand stresses up to this limit before deforming permanently.
Higher numbers indicate stronger steel, making it suitable for various construction applications where high tensile strength is required.
20:- This figure usually represents the diameter of the rebar in millimeters (mm)
Therefore, โ20โ indicates that this particular rebar has a diameter of 20 mm
@etconp
๐16โค5