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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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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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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
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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•

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

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ
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                    แ‰.2 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต
                     แ‰.3 แŠ แ‹จแˆญ แŒคแŠ“

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Ethio Construction Engineering
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.โ€ฆ
๐Ÿ‘‰แŠจแ‰ฃแˆˆแˆแ‹ แ‹จแ‰€แŒ แˆˆ

๐Ÿ’ซGeneral Knowledge On Construction

61. Lintel beams are provided above openings in walls.

62. The depth of a foundation depends on soil conditions and load requirements. 

63. Pile foundations are used when soil conditions are poo
r at shallow depths.

64. A raft foundation spreads the load over a large area.

65. The minimum width of a staircase tread is 250mm.

66. The maximum riser height in a staircase is 190mm.

67. Handrails should be provided on both sides of stairs.

68. The minimum headroom in a staircase is 2.1m.

69. Fire-resistance rating of materials is crucial in building design.

70. The minimum ceiling height for habitable rooms is 2.4m


71. The minimum slope for a drainage pipe is 1%.

72. Manholes provide access to underground utilities for maintenance.

73. Concrete mix design determines the proportions of cement, water, and aggregates.

74. Admixtures can improve concrete properties such as workability and strength.

75. Waterproofing is essential in structures exposed to moisture.

76. Retaining walls support soil laterally.

77. Gabion walls are made of wire cages filled with stones.

78. The coefficient of friction between concrete and soil is approximately 0.6.

79. The bearing capacity of rock is higher than that of soil.

80. A diaphragm wall is a type of deep foundation wall.


@etconp
๐Ÿ‘21
๐Ÿ‘‰Road cracks

๐ŸšงRoad cracks are a common problem in pavement and road infrastructure, caused by various factors such as traffic loads, weather conditions, and poor construction practices. Here are the common types of road cracks and methods to prevent them:

๐Ÿท1. Longitudinal Cracks

โบDescription:

Cracks parallel to the centerline of the road.

โบCauses:

Weak longitudinal joints.

Poor compaction during construction.

Traffic loading and thermal stresses.

โบPrevention:

Ensure proper compaction at joints during construction.

Use quality materials and follow proper paving techniques.

Minimize differential thermal stresses through appropriate mix design.

๐Ÿท2. Transverse Cracks

โบDescription:

Cracks perpendicular to the roadโ€™s centerline.

โบCauses:

Shrinkage of asphalt due to temperature changes.

Poor resistance to thermal stresses.

โบPrevention:

Use temperature-resistant asphalt mixes.

Apply crack-sealing techniques promptly to prevent water infiltration.

๐Ÿท3. Fatigue or Alligator Cracking

โบDescription:

A series of interconnected cracks resembling an alligatorโ€™s skin.

โบCauses:

Repeated traffic loads.

Weak base or subgrade layers.

Insufficient pavement thickness.

โบPrevention:

Design the pavement to withstand expected traffic loads.

Improve the strength of the base and subgrade layers.

Conduct timely maintenance to prevent minor cracks from expanding.

๐Ÿท4. Block Cracks

โบDescription:

Cracks that form rectangular patterns, typically due to aging.

โบCauses:

Asphalt binder hardening over time.

Shrinkage due to temperature fluctuations.

โบPrevention:

Use high-quality asphalt binders with proper additives.

Perform regular seal coating to extend the pavement's lifespan.

๐Ÿท5. Edge Cracks

โบDescription:

Cracks along the edge of the road.

โบCauses:

Poor drainage.

Weak support at the road edges.

Heavy traffic near the edge.

โบPrevention:

Improve road edge support with proper shoulder design.

Ensure effective drainage to avoid water accumulation.

Control vegetation growth along road edges.

๐Ÿท6. Reflection Cracks

โบDescription:

Cracks that reflect through overlays from underlying pavement.

โบCauses:

Movement or cracking of the underlying pavement.

Poor bonding between the layers.

โบPrevention:

Use geotextiles or crack relief layers during resurfacing.

Apply proper bonding techniques between layers.

๐Ÿท7. Slippage Cracks

โบDescription:

Crescent-shaped cracks caused by slippage between layers.

โบCauses:

Poor bond between pavement layers.

Traffic braking and acceleration forces.

โบPrevention:

Apply a tack coat for better bonding during construction.

Use quality materials for base and top layers.

๐Ÿท8. Potholes

โบDescription:

Depressions or holes in the pavement caused by material failure.

โบCauses:

Water infiltration.

Traffic loads and freeze-thaw cycles.

โบPrevention:

Ensure proper drainage design.

Repair minor cracks promptly to avoid water penetration.

Use durable materials and apply regular maintenance.

๐Ÿ’ซGeneral Maintenance Tips:

1. Conduct regular inspections to detect early signs of distress.

2. Seal cracks as soon as they appear to prevent them from worsening.

3. Use appropriate construction and maintenance practices suited to the local climate and traffic conditions.

4. Ensure proper training of construction personnel to minimize workmanship errors.

@etconp
๐Ÿ‘15โค1
๐Ÿ‘‰แ‹ญแˆ… แ‹จ40/60 แˆ…แŠ•แƒ แ‰ฆแˆŒ แŠ แ‹ซแ‰ต 2 แ‰ฅแˆŽแŠญ 38 แ‹ญแ‰ฃแˆ‹แˆ

แ‹•แŒฃ แŠจแ‹ˆแŒฃแ‰ แ‰ต แˆแˆˆแ‰ต แŠ แˆ˜แ‰ต แˆŠแˆžแˆ‹แ‹ แˆฒแˆ†แŠ• แ‰ฃแˆˆ 13 แŽแ‰ "แˆ…แŠ•แƒ" แ‰ แˆšแ‹ซแˆณแแˆญ แŠฅแŠ“ แŠ แ‹ฐแŒˆแŠ› แ‰ แˆ†แА แˆแŠ”แ‰ณ แ‰ฐแˆฐแˆญแ‰ถ แ‰†แˆŸแˆแข

แŠฅแˆตแŠซแˆแŠ• แŠจ 8แŠ› แ‹ˆแˆˆแˆ แ‰ แˆ‹แ‹ญ แ‹ซแˆˆแ‹ แ‹จแ‹แˆตแŒฅ แˆˆแ‹แˆตแŒฅ partition แ‹จแˆŒแˆˆแ‹แฃ แˆ˜แ‹ˆแŒฃแŒซ แ‹ฐแˆจแŒƒแ‹ แ‹ซแˆ‹แˆˆแ‰€แฃ แ‹จแ‹แˆตแŒฅ แˆแˆตแŠ• แ‹จแˆŒแˆˆแ‹ แŠฅแŠ“ แŒฃแˆซแ‹ แ‹ซแˆแ‰ฐแˆ˜แ‰ณ แАแ‹แข

แˆ…แ‹แ‰ฅ แŒแŠ• แ‹จแŠ•แŒแ‹ต แ‰ฃแŠ•แŠญ แŠญแแ‹ซแ‹แŠ• แ‰คแ‰ต แŠ แŒˆแŠ แ‰ฅแˆŽ แŠฅแ‹จแŠจแˆแˆˆ แАแ‹แข

แˆ…แŠ•แƒแ‹ แ‹แˆตแŒฅ แˆฐแ‹ แŒˆแ‰ฅแ‰ถ แŠ แˆตแŠจแŠ แŠ แ‹ฐแŒ‹ แˆณแ‹ซแ‹ฐแˆญแˆต แ‰ แแŒฅแАแ‰ต แˆ˜แแ‰ตแˆ„ แ‹ซแˆตแˆแˆแŒˆแ‹‹แˆแข

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๐Ÿ‘5โค3
๐Ÿ‘‰How to check the final inspection of the asphalt concrete layer?

๐ŸšงThe final inspection of asphalt concrete works is critical to ensure that the pavement meets project specifications, quality standards, and performance requirements.

๐ŸทBelow is a checklist of key aspects to inspect during and after the completion of asphalt concrete paving:

โญ๏ธ1. Surface Quality

Smoothness: Check for surface irregularities such as bumps, dips, or depressions using a straightedge or a profilometer.

Evenness: Ensure the surface is uniform with no visible segregation, streaking, or surface tearing.

Texture: Verify the pavement has a consistent surface texture suitable for skid resistance.

โญ๏ธ2. Thickness

Core Samples: Take core samples to measure the actual thickness of the asphalt layers and compare them to the design specifications.

Depth Verification: Confirm that each lift of asphalt meets the required compacted thickness.

โญ๏ธ3. Density and Compaction

Compaction Testing: Use a nuclear density gauge or other approved methods to verify that the asphalt has been compacted to the required density (usually 92-96% of maximum theoretical density).

Joint Density: Pay special attention to longitudinal and transverse joints, ensuring proper compaction to prevent future cracking or separation.

โญ๏ธ4. Gradation and Mix Compliance

Asphalt Mix: Verify that the asphalt mix used matches the approved mix design.

Aggregate Gradation: Confirm the size and distribution of aggregates are within the specified tolerances.

Binder Content: Check that the asphalt binder content meets the project requirements.

โญ๏ธ5. Temperature Control

Paving Temperature: Ensure the asphalt was placed within the specified temperature range (typically 275โ€“300ยฐF for hot mix asphalt). etconp

Compaction Temperature: Confirm compaction was completed before the asphalt cooled below the recommended temperature for proper bonding.

โญ๏ธ6. Joints

Alignment: Check that joints are straight and aligned properly with adjacent lanes.

Bonding: Inspect the bonding at longitudinal and transverse joints for gaps or loose edges.

Sealing (if required): Verify that joints have been sealed with the appropriate material to prevent water infiltration.

โญ๏ธ7. Drainage

Grade and Slope: Ensure the pavement is graded to allow for proper drainage, avoiding areas where water could pond.

Catch Basins and Inlets: Verify that drainage structures are clean, properly aligned, and free of obstructions.

โญ๏ธ8. Edges and Shoulders

Edge Alignment: Inspect the edges for straightness and uniformity. etconp

Shoulder Material: Ensure shoulders are compacted and smoothly transition to the asphalt pavement.

โญ๏ธ9. Markings and Signage

Pavement Markings: Confirm that lane markings, crosswalks, and other painted symbols are applied according to specifications and are properly aligned.

Reflectivity: Check that reflective beads are embedded in markings, where required, for nighttime visibility

โญ๏ธ10. Documentation

Test Records: Review all quality control and quality assurance test results, including compaction, density, and asphalt mix compliance.

Inspection Reports: Ensure all stages of work have been inspected and approved.

Punch List: Address any outstanding issues or deficiencies noted during the inspection etconp

โ‡๏ธ11. Final Approval

Walkthrough Inspection: Conduct a final walkthrough with project stakeholders (contractor, inspector, and owner) to confirm all work meets contractual requirements.

Acceptance Certificate: Obtain written approval or a certificate of acceptance from the relevant authority.

๐Ÿ“œBy systematically inspecting these aspects, you ensure the asphalt pavement is constructed to high standards and will perform effectively over its design life.

@etconp
๐Ÿ‘17โค7
๐Ÿ‘‰แŠจ แŠ แˆญแŠญแ‰ดแŠญแ‰ถแ‰ฝ แˆ›แˆ…แ‰ แˆญ แ‹จแ‰ฐแˆฐแŒ  แ‰  แˆ…แŠ•แƒ แŠ แ‹‹แŒ… แˆจแ‰‚แ‰… 02/2017 แˆ‹แ‹ญ แ‹จแ‰ฐแˆฐแŒ  แˆ˜แŒแˆˆแŒซ

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๐Ÿ‘15โค1๐Ÿฅฐ1
๐Ÿ‘‰แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แ‰ 5 แ‰ขแˆŠแ‹จแŠ• แ“แ‹แŠ•แ‹ต แ‰ แ‰ขแˆพแแ‰ฑ แŠจแ‰ฐแˆ› แ‹จแˆšแŒˆแАแ‰ฃแ‹ "แˆœแŒ‹ แŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ›" แ•แˆฎแŒ€แŠญแ‰ต แ‹ญแ‹ แ‰ฐแ‹ฐแˆจแŒˆ!!

แŠจ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ 25 แˆ›แ‹ญแˆ แˆญแ‰€แ‰ต แˆ‹แ‹ญ แ‰ แˆแ‰ตแŒˆแŠ˜แ‹ แ‰ขแˆพแแ‰ฑ แŠ แ‰…แˆซแ‰ขแ‹ซ แ‹จแˆšแŒˆแŠ˜แ‹ แ‹ญแˆ… แ‹จแ‹ˆแ‹ฐแŠแ‰ต แŠ แ‹จแˆญ แˆ›แˆจแŠแ‹ซ แ‰ 2029 แˆฒแŒ แŠ“แ‰€แ‰… แŠฅแˆตแŠจ 110 แˆšแˆŠแ‹ฎแŠ• แˆ˜แŠ•แŒˆแ‹ฐแŠžแ‰ฝแŠ• แ‰ แ‹“แˆ˜แ‰ต แ‹จแˆšแ‹ซแˆตแ‰ฐแŠ“แŒแ‹ต แ‰ตแˆแ‰… แ‰ฐแˆญแˆšแŠ“แˆ แŠฅแŠ“ แŠ แˆซแ‰ต แˆ›แŠฎแ‰ฅแŠฎแ‰ขแ‹ซแ‹Žแ‰ฝแŠ• แ‹ญแ‹ญแ‹›แˆแข

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แŠจแ‹ณแˆญ แŠ แˆ แˆ€แŠ•แ‹ณแˆณ แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แŒ‹แˆญ แ‰ แˆ˜แ‰ฐแ‰ฃแ‰ แˆญ แ‹จแˆšแˆ˜แˆซแ‹ แ‹ญแˆ… แ‹จ5 แ‰ขแˆŠแ‹ฎแŠ• แ“แ‹แŠ•แ‹ต แ•แˆฎแŒ€แŠญแ‰ต แŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แ‰ แŠ แˆˆแˆ แŠ แ‰€แ แŠ•แŒแ‹ตแŠ“ แ‰ฑแˆชแ‹แˆ แ‹‹แŠ“ แ‰ฐแ‹‹แŠ“แ‹ญ แˆˆแˆ›แ‹ตแˆจแŒ แ‹ซแˆˆแˆ˜ แАแ‹แข

แŠ แ‹ฒแˆฑ แ‰ฐแ‰‹แˆ แŠฅแŠ•แ‹ฐ แ‹ฑแ‰ฃแ‹ญ แŠฅแŠ“ แˆ„แ‰ตแˆฎแ‹ แ‹ซแˆ‰ แŠ แˆˆแˆแŠ แ‰€แ แŠ แ‹จแˆญ แˆ›แˆจแŠแ‹ซแ‹Žแ‰ฝแŠ• แˆˆแˆ˜แ‹ˆแ‹ณแ‹ฐแˆญ แ‰ฐแ‹˜แŒ‹แŒ…แ‰ทแˆแข

แ‰ แŠ แˆแŠ‘ แ‹ˆแ‰…แ‰ต แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ฆแˆŒ แ‹“แˆˆแˆ แŠ แ‰€แ แŠคแˆญแ–แˆญแ‰ต แˆ˜แŒจแŠ“แАแ‰… แ‰ขแ‹ซแŒ‹แŒฅแˆ˜แ‹แˆ "แˆœแŒ‹ แŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ›" แ‹ญแˆ…แŠ• แ‰ฝแŒแˆญ แ‰ แˆ˜แ‰…แˆจแ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แŠขแŠฎแŠ–แˆš แ‹ซแˆณแ‹ตแŒ‹แˆแข

แ‹ญแˆ… แ•แˆฎแŒ€แŠญแ‰ต แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแŠ แˆˆแˆแŠ แ‰€แ แ‹จแŠ แ‰ชแ‹ฌแˆฝแŠ• แˆ›แ‹•แŠจแˆ แˆˆแˆ˜แˆ†แŠ• แ‹ซแˆ‹แ‰ตแŠ• แ‰แˆญแŒ แŠแАแ‰ต แ‹จแˆšแ‹ซแˆณแ‹ญ แАแ‹แข

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