๐Standard Penetration Test (SPT) โ Essential Soil Investigation Tool
โบWhen it comes to foundation design and geotechnical engineering, understanding the soil behavior beneath a construction site is non-negotiable.
โบOne of the most common and reliable methods used worldwide for subsurface investigation is the Standard Penetration Test (SPT).
๐Letโs break it down clearly:
โ๏ธWhat is Standard Penetration Test (SPT)?
โถ๏ธThe Standard Penetration Test (SPT) is an in-situ dynamic penetration test carried out in boreholes to determine the geotechnical properties of soil. It provides an indication of the soil's strength, density, and bearing capacity โ essential parameters for safe and economical foundation design.
โถ๏ธThe test is widely used for both sand and clay soils and forms an integral part of site investigations for buildings, bridges, roads, and other infrastructure.
๐ซHow is the SPT Conducted?
โบThe process involves the following steps:
๐ง A borehole is drilled to the desired depth using rotary or percussion drilling methods.
๐ง A split-spoon sampler (a thick-walled cylindrical tube) is placed at the bottom of the borehole.
๐ง A 63.5kg (140 lbs) hammer is dropped from a height of 760mm (30 inches) repeatedly to drive the sampler into the soil.
๐ง The number of hammer blows required to drive the sampler 150mm (6 inches) at three consecutive intervals is recorded.
๐ง The sum of the blows required for the second and third 150mm penetration is called the N-Value or SPT Blow Count.
๐ทUnderstanding the SPT N-Value
โบThe N-Value is a measure of soil resistance to penetration and gives vital information about the soil's characteristics:
๐งN-Value Range Soil Condition
0 - 4 Very Loose/Soft Soil
5 - 10 Loose Soil
11 - 30 Medium Dense/Compact
31 - 50 Dense Soil
>50 Very Dense/Hard Soil
@etconp
โบWhen it comes to foundation design and geotechnical engineering, understanding the soil behavior beneath a construction site is non-negotiable.
โบOne of the most common and reliable methods used worldwide for subsurface investigation is the Standard Penetration Test (SPT).
๐Letโs break it down clearly:
โ๏ธWhat is Standard Penetration Test (SPT)?
โถ๏ธThe Standard Penetration Test (SPT) is an in-situ dynamic penetration test carried out in boreholes to determine the geotechnical properties of soil. It provides an indication of the soil's strength, density, and bearing capacity โ essential parameters for safe and economical foundation design.
โถ๏ธThe test is widely used for both sand and clay soils and forms an integral part of site investigations for buildings, bridges, roads, and other infrastructure.
๐ซHow is the SPT Conducted?
โบThe process involves the following steps:
๐ง A borehole is drilled to the desired depth using rotary or percussion drilling methods.
๐ง A split-spoon sampler (a thick-walled cylindrical tube) is placed at the bottom of the borehole.
๐ง A 63.5kg (140 lbs) hammer is dropped from a height of 760mm (30 inches) repeatedly to drive the sampler into the soil.
๐ง The number of hammer blows required to drive the sampler 150mm (6 inches) at three consecutive intervals is recorded.
๐ง The sum of the blows required for the second and third 150mm penetration is called the N-Value or SPT Blow Count.
๐ทUnderstanding the SPT N-Value
โบThe N-Value is a measure of soil resistance to penetration and gives vital information about the soil's characteristics:
๐งN-Value Range Soil Condition
0 - 4 Very Loose/Soft Soil
5 - 10 Loose Soil
11 - 30 Medium Dense/Compact
31 - 50 Dense Soil
>50 Very Dense/Hard Soil
@etconp
โค10๐3
๐What is the purpose of adding Admixture ?
โญ๏ธConcrete admixtures are added to concrete mixes to modify and enhance the properties of the concrete, both in its fresh and hardened states.
๐Here's a breakdown of the key reasons:
๐งImproved Workability:
โบAdmixtures can make concrete easier to mix, place, and finish.
โบThis is especially important for complex pours or when working in difficult conditions.
๐งEnhanced Strength:
โบCertain admixtures can increase the compressive and flexural strength of concrete, leading to more durable and robust structures.
๐งIncreased Durability:
โบAdmixtures can improve concrete's resistance to environmental factors like freeze-thaw cycles, chemical attacks, and abrasion.
๐งModified Setting Time:
โบAdmixtures can accelerate or retard the setting time of concrete, allowing for adjustments based on project needs and weather conditions.
๐งWater Reduction:
โบWater-reducing admixtures allow for the production of stronger, more durable concrete with less water, which improves the water to cement ratio.
๐งSpecialized Applications:
โบAdmixtures can be used to achieve specific properties, such as air entrainment for improved freeze-thaw resistance or coloring for aesthetic purposes.
๐ซIn essence, concrete admixtures provide a way to tailor concrete mixes to meet the specific requirements of a wide range of construction projects.
@etconp
โญ๏ธConcrete admixtures are added to concrete mixes to modify and enhance the properties of the concrete, both in its fresh and hardened states.
๐Here's a breakdown of the key reasons:
๐งImproved Workability:
โบAdmixtures can make concrete easier to mix, place, and finish.
โบThis is especially important for complex pours or when working in difficult conditions.
๐งEnhanced Strength:
โบCertain admixtures can increase the compressive and flexural strength of concrete, leading to more durable and robust structures.
๐งIncreased Durability:
โบAdmixtures can improve concrete's resistance to environmental factors like freeze-thaw cycles, chemical attacks, and abrasion.
๐งModified Setting Time:
โบAdmixtures can accelerate or retard the setting time of concrete, allowing for adjustments based on project needs and weather conditions.
๐งWater Reduction:
โบWater-reducing admixtures allow for the production of stronger, more durable concrete with less water, which improves the water to cement ratio.
๐งSpecialized Applications:
โบAdmixtures can be used to achieve specific properties, such as air entrainment for improved freeze-thaw resistance or coloring for aesthetic purposes.
๐ซIn essence, concrete admixtures provide a way to tailor concrete mixes to meet the specific requirements of a wide range of construction projects.
@etconp
โค9๐5
๐แฅแแดแต แแ แญแจแแฑ แแณแแผ?
๐ซแฅแตแฒ แ แญแจแแณแน แจแแแ แจแแณแแกแต แแ แฃแญแแต แจ PDF แแ แแ แแญแ แแญแ แฅแแแญแแน
๐ทแจแตแ แ แแแแแตแ แ แฃแแต แจแแตแแต แซแแ แ แณแแแ
๐งแฐแฅแฐแฅ แ แญแแ แแณ แฅแแ แฅแแแฅแแแแ๐
๐ฉแแณแฅแฃแฅแซแ แฅแ แ แตแฐแซแจแต แซแแต แ @Philemona7 แแแแโค
Ethio Construction Engineering
@etconp
๐ซแฅแตแฒ แ แญแจแแณแน แจแแแ แจแแณแแกแต แแ แฃแญแแต แจ PDF แแ แแ แแญแ แแญแ แฅแแแญแแน
๐ทแจแตแ แ แแแแแตแ แ แฃแแต แจแแตแแต แซแแ แ แณแแแ
๐งแฐแฅแฐแฅ แ แญแแ แแณ แฅแแ แฅแแแฅแแแแ๐
๐ฉแแณแฅแฃแฅแซแ แฅแ แ แตแฐแซแจแต แซแแต แ @Philemona7 แแแแโค
Ethio Construction Engineering
@etconp
โค17๐12๐2
_@etconp_2017_4th_Quarter_Constraction_Works_Item_Direct_Cost.pdf
22.3 MB
๐ทแ 2017 แ.แ แ แซแฐแ แฉแฅ แแแต แฐแแฃแซแ แจแแฐแจแ แจแแแฃแณ แฅแซแแฝ แญแแ แแฅแฐแ แแ แฐแแ (4th Quarter Construction Works of Direct Cost)
๐แ แฐแแญ แจแแ แฐแแ (BOQ - Priced bill of Quantities) แแแณแแก แจแฒแแญแ แ แแซแชแแฝ แฅแ แจแแฎแแญแต แแแแฒแถแฝ แญแ แแฝแแแข
๐ซแ แแแฝ แจแแแชแฑ แญแแแฝ แจแแตแแ แจแฎแแตแตแซแญแฝแ แฃแแแซแแฝแ แฅแแฐแแแป แแณแฅ แญแ แ แแฝแแแข
@etconp
๐แ แฐแแญ แจแแ แฐแแ (BOQ - Priced bill of Quantities) แแแณแแก แจแฒแแญแ แ แแซแชแแฝ แฅแ แจแแฎแแญแต แแแแฒแถแฝ แญแ แแฝแแแข
๐ซแ แแแฝ แจแแแชแฑ แญแแแฝ แจแแตแแ แจแฎแแตแตแซแญแฝแ แฃแแแซแแฝแ แฅแแฐแแแป แแณแฅ แญแ แ แแฝแแแข
@etconp
๐17โค8๐ฅ4๐2
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โAnchor Bolt
โฝTie Rod
Phone : ๐คณ0938494506
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https://t.me/tsegaye2016Jbolt
โค6๐ฅ1
๐Curing time for prime coat?
๐งCuring of a prime coat in road construction is the process where the applied material (e.g., cutback asphalt or emulsified asphalt) sets and achieves its intended properties, such as penetration, adhesion, and sealing.
๐ฒProper curing is critical for effective bonding between the base course and asphalt layer. Below is a concise guide on prime coat curing:
โญ๏ธKey Aspects of Prime Coat Curing
โบ1. Curing Mechanism:
- Cutback Asphalt (e.g., MC-30, MC-70): Cures through the evaporation of the solvent (e.g., kerosene or naphtha), leaving behind a thin asphalt film that binds to the base.
- Emulsified Asphalt (e.g., CSS-1, SS-1): Cures through "breaking" of the emulsion, where water evaporates, and asphalt particles coalesce to form a cohesive layer.
โบ2. Curing Time:
- Cutback Asphalt: Typically 12โ24 hours, depending on the solvent type, application rate (0.4โ1.2 kg/mยฒ), and environmental conditions.
- Emulsified Asphalt: Typically 24โ48 hours, as water evaporation is slower than solvent-based materials.
- Factors Affecting Curing:
- Temperature: Higher temperatures (above 20ยฐC) accelerate curing; below 10ยฐC, curing slows significantly.
- Humidity: High humidity delays emulsion curing due to slower water evaporation.
- Ventilation: Good airflow speeds up solvent or water evaporation.
- Base Porosity: More porous bases (e.g., WMM) may require longer curing for deeper penetration.
โบ3. Curing Process Guidelines:
- Apply Uniformly: Ensure even application (using a calibrated distributor) to avoid pooling, which can delay curing.
- Protect the Surface: Restrict traffic and heavy equipment to prevent damage to the curing coat. Use barriers or signs as needed.
- Monitor Weather: Avoid application if rain is expected within the curing period, as moisture can disrupt the process or wash away the prime coat.
- Check Penetration: The prime coat should penetrate 0.5โ1 cm into the base for optimal sealing and bonding. Test a small section if needed.
โบ4. Signs of Proper Curing:
- Surface appears dark and tacky (not wet or glossy).
- No solvent or water remains on the surface.
- The base feels firm and stable, with no loose particles.
โบ5. Post-Curing:
- Inspect the surface for uniform coverage and adequate bonding before placing the asphalt layer.
- Avoid delays beyond 48โ72 hours after curing, as dust or debris accumulation may require re-cleaning the surface.
๐ทBest Practices:
- Apply prime coat in dry, warm conditions (above 10ยฐC) to ensure faster curing.
- For emulsions, lightly moisten the base course to aid penetration but avoid saturation.
- In hot climates, cutbacks like MC-70 cure faster but may require careful handling due to solvent volatility.
- In cooler or humid conditions, consider emulsions or adjust curing time expectations.
โ๏ธTroubleshooting:
- Slow Curing: If curing takes too long, check for excessive application, high humidity, or low temperatures. Improve ventilation or wait longer.
- Poor Penetration: May indicate a dense base or insufficient material. Lightly scarify the base or adjust the application rate.
- Uneven Curing: Caused by inconsistent application. Recalibrate the distributor and ensure proper nozzle function.
@etconp
๐งCuring of a prime coat in road construction is the process where the applied material (e.g., cutback asphalt or emulsified asphalt) sets and achieves its intended properties, such as penetration, adhesion, and sealing.
๐ฒProper curing is critical for effective bonding between the base course and asphalt layer. Below is a concise guide on prime coat curing:
โญ๏ธKey Aspects of Prime Coat Curing
โบ1. Curing Mechanism:
- Cutback Asphalt (e.g., MC-30, MC-70): Cures through the evaporation of the solvent (e.g., kerosene or naphtha), leaving behind a thin asphalt film that binds to the base.
- Emulsified Asphalt (e.g., CSS-1, SS-1): Cures through "breaking" of the emulsion, where water evaporates, and asphalt particles coalesce to form a cohesive layer.
โบ2. Curing Time:
- Cutback Asphalt: Typically 12โ24 hours, depending on the solvent type, application rate (0.4โ1.2 kg/mยฒ), and environmental conditions.
- Emulsified Asphalt: Typically 24โ48 hours, as water evaporation is slower than solvent-based materials.
- Factors Affecting Curing:
- Temperature: Higher temperatures (above 20ยฐC) accelerate curing; below 10ยฐC, curing slows significantly.
- Humidity: High humidity delays emulsion curing due to slower water evaporation.
- Ventilation: Good airflow speeds up solvent or water evaporation.
- Base Porosity: More porous bases (e.g., WMM) may require longer curing for deeper penetration.
โบ3. Curing Process Guidelines:
- Apply Uniformly: Ensure even application (using a calibrated distributor) to avoid pooling, which can delay curing.
- Protect the Surface: Restrict traffic and heavy equipment to prevent damage to the curing coat. Use barriers or signs as needed.
- Monitor Weather: Avoid application if rain is expected within the curing period, as moisture can disrupt the process or wash away the prime coat.
- Check Penetration: The prime coat should penetrate 0.5โ1 cm into the base for optimal sealing and bonding. Test a small section if needed.
โบ4. Signs of Proper Curing:
- Surface appears dark and tacky (not wet or glossy).
- No solvent or water remains on the surface.
- The base feels firm and stable, with no loose particles.
โบ5. Post-Curing:
- Inspect the surface for uniform coverage and adequate bonding before placing the asphalt layer.
- Avoid delays beyond 48โ72 hours after curing, as dust or debris accumulation may require re-cleaning the surface.
๐ทBest Practices:
- Apply prime coat in dry, warm conditions (above 10ยฐC) to ensure faster curing.
- For emulsions, lightly moisten the base course to aid penetration but avoid saturation.
- In hot climates, cutbacks like MC-70 cure faster but may require careful handling due to solvent volatility.
- In cooler or humid conditions, consider emulsions or adjust curing time expectations.
โ๏ธTroubleshooting:
- Slow Curing: If curing takes too long, check for excessive application, high humidity, or low temperatures. Improve ventilation or wait longer.
- Poor Penetration: May indicate a dense base or insufficient material. Lightly scarify the base or adjust the application rate.
- Uneven Curing: Caused by inconsistent application. Recalibrate the distributor and ensure proper nozzle function.
@etconp
โค6๐5๐3
๐What Is Shear Wall
๐ซShear wall is a structural member used to resist lateral forces i.e. parallel to the plane of the wall.
โบFor slender walls where the bending deformation is more, Shear wall resists the loads due to Cantilever Action.
โบIn other words, Shear walls are vertical elements of the horizontal force resisting system.
โ๏ธIn building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors, and roofs to the ground foundation in a direction parallel to their planes.
๐งExamples are the reinforced-concrete wall.
โบLateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants, create powerful twisting (torsional) forces.
โบThis leads to the failure of the structures by shear.
โ๏ธShear walls are especially important in high-rise buildings subject to lateral wind and seismic forces.
โบGenerally, shear walls are either plane or flanged in section, while core walls consist of channel sections.
โ๏ธThey also provide adequate strength and stiffness to control lateral displacements.
โบThe shape and plan position of the shear wall influences the behavior of the structure considerably.
โ๏ธStructurally, the best position for the shear walls is in the center of each half of the building.
โบThis is rarely practical, since it also utilizes the space a lot, so they are positioned at the ends.
โ๏ธIt is better to use walls with no openings in them. So, usually, the walls around lift shafts and stairwells are used. Also, walls on the sides of buildings that have no windows can be used.
@etconp
๐ซShear wall is a structural member used to resist lateral forces i.e. parallel to the plane of the wall.
โบFor slender walls where the bending deformation is more, Shear wall resists the loads due to Cantilever Action.
โบIn other words, Shear walls are vertical elements of the horizontal force resisting system.
โ๏ธIn building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors, and roofs to the ground foundation in a direction parallel to their planes.
๐งExamples are the reinforced-concrete wall.
โบLateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants, create powerful twisting (torsional) forces.
โบThis leads to the failure of the structures by shear.
โ๏ธShear walls are especially important in high-rise buildings subject to lateral wind and seismic forces.
โบGenerally, shear walls are either plane or flanged in section, while core walls consist of channel sections.
โ๏ธThey also provide adequate strength and stiffness to control lateral displacements.
โบThe shape and plan position of the shear wall influences the behavior of the structure considerably.
โ๏ธStructurally, the best position for the shear walls is in the center of each half of the building.
โบThis is rarely practical, since it also utilizes the space a lot, so they are positioned at the ends.
โ๏ธIt is better to use walls with no openings in them. So, usually, the walls around lift shafts and stairwells are used. Also, walls on the sides of buildings that have no windows can be used.
@etconp
โค9๐8๐2
๐ง ๐ฃ Hey Construction Workers & Site Professionals! ๐ง
๐ Want to level up your knowledge in surveying, site layout, GPS, and land work?
๐๏ธ Join the โEthiopian Cadastral Surveyorsโ Channel!
This channel is built for YOU โ the hardworking people behind every road, building, and boundary!
๐ ๏ธ Inside the Channel:
โ๏ธ Easy-to-understand survey tips for site work
โ๏ธ Layout & leveling tricks used by professionals
โ๏ธ Tools & technology explained in simple language
โ๏ธ Daily knowledge to boost your skill and confidence
โ๏ธ Job vacancy updates and career tips
๐ทโโ๏ธ Whether you're a foreman, steel fixer, mason, or equipment operator โ understanding surveying can make you faster, smarter, and more respected on site!
๐ฒ Join now and grow your construction knowledge:
๐ t.me/Ethcadastralsurveyors
๐ค Share with your team โ letโs build Ethiopia with skill & precision! ๐ช๐น๐๏ธ
๐ Want to level up your knowledge in surveying, site layout, GPS, and land work?
๐๏ธ Join the โEthiopian Cadastral Surveyorsโ Channel!
This channel is built for YOU โ the hardworking people behind every road, building, and boundary!
๐ ๏ธ Inside the Channel:
โ๏ธ Easy-to-understand survey tips for site work
โ๏ธ Layout & leveling tricks used by professionals
โ๏ธ Tools & technology explained in simple language
โ๏ธ Daily knowledge to boost your skill and confidence
โ๏ธ Job vacancy updates and career tips
๐ทโโ๏ธ Whether you're a foreman, steel fixer, mason, or equipment operator โ understanding surveying can make you faster, smarter, and more respected on site!
๐ฒ Join now and grow your construction knowledge:
๐ t.me/Ethcadastralsurveyors
๐ค Share with your team โ letโs build Ethiopia with skill & precision! ๐ช๐น๐๏ธ
โค6
๐Longest Highways In The World
๐งTrans Canada Highway Canada is transcontinental systems of roads maintained by both the federal and provincial governments and stretches from the west coast of Pacific Ocean and passes through all the ten provinces of Canada to the east coast at the Atlantic Ocean.
โบThe highway covers a distance of 4,999 miles long. The highway was approved by the Trans-Canada highway act of 1949 and the construction begun in 1950.
โบIt was officially inaugurated in 1962 and its completion was in 1971.
โบAt its completion it was the worldโs longest uninterrupted highway and it was distinct with the white on green maple leaf markings along its stretch.
โบIn 2012, a number of public vehicle charging stations were installed along the highway by the Sun Country Highway company to allow owners of electric vehicles to travel across the entire highway.
@etconp
๐งTrans Canada Highway Canada is transcontinental systems of roads maintained by both the federal and provincial governments and stretches from the west coast of Pacific Ocean and passes through all the ten provinces of Canada to the east coast at the Atlantic Ocean.
โบThe highway covers a distance of 4,999 miles long. The highway was approved by the Trans-Canada highway act of 1949 and the construction begun in 1950.
โบIt was officially inaugurated in 1962 and its completion was in 1971.
โบAt its completion it was the worldโs longest uninterrupted highway and it was distinct with the white on green maple leaf markings along its stretch.
โบIn 2012, a number of public vehicle charging stations were installed along the highway by the Sun Country Highway company to allow owners of electric vehicles to travel across the entire highway.
@etconp
โค13
๐DESIGN PROCEDURES FOR A BUILDING FOUNDATION (STEP BY STEP)
1. DECIDE THE LOCATION OF COLUMNS & FOUNDATION AND TYPE OF LOADS ACTING ON THEM.(E.X DEAL LOAD, LIVE LOAD OR WIND LOAD)
๐งOn the building plan, the position of columns and load bearing walls should be marked, and any other induced loadings and bending moments.
๐งThe loads should be classified into dead, imposed and wind loadings, giving the appropriate partial safety factors for these loads.
2. ESTIMATE ALLOWABLE BEARING PRESSURE OF SOIL USING GROUND INVESTIGATION REPORT.
๐งFrom a study of the site ground investigation (if available), the strength of the soil at various depths or strata below foundation level should be studied, to determine the safe bearing capacity at various levels.
๐งThese values or presumed bearing values (from any standards or codes) in the absence of a site investigation are used to estimate the allowable bearing pressure.
3. DECIDE DEPTH OF FOUNDATION
๐งThe invert level (underside) of the foundation is determined by either the minimum depth below ground level unaffected by temperature, moisture content variation or erosion this can be as low as 450 mm in granular soils but, depending on the site and ground conditions, can exceed 1 m or by the depth of basement, boiler house, service ducts or similar.
4. CALCULATE FOUNDATION AREA
๐งThe foundation area required is determined from the characteristic (working) loads and estimated allowable pressure.
๐งThis determines the preliminary design of the types or combination of types of foundation.
๐งThe selection is usually based on economics, speed and buildability of construction.
5. DETERMINE VARIATION IN VERTICAL STRESSES
๐งThe variation of vertical stress w.r.t depth is determined, to check for possible over-stressing of any underlying weak strata.
6. CALCULATE SETTLEMENT
๐งSettlement calculations should be carried out to check that the total and differential settlements are acceptable.
๐งIf these are unacceptable then a revised allowable bearing pressure should be determined, and the foundation design amended to increase its area, or the foundations should be taken down to a deeper and stronger stratum.
7. COST CONTROL
๐งBefore finalizing the choice of foundation type, the preliminary costing of alternative superstructure designs should be made, to determine the economics of increasing superstructure costs in order to reduce foundation costs.
8. CONSIDER TIME
๐งAlternative safe designs should be checked for economy, speed and simplicity of construction.
๐งSpeed and economy can conflict in foundation construction an initial low cost solution may increase the construction period.
๐งTime is often of the essence for a client needing early return on capital investment.
๐งA fast-track programme for superstructure construction can be negated by slow foundation construction.
9. VARIATION IN GROUND CONDITION
๐งThe design office should be prepared to amend the design, if excavation shows variation in ground conditions from those predicted from the site soil survey and investigation.
@etconp
1. DECIDE THE LOCATION OF COLUMNS & FOUNDATION AND TYPE OF LOADS ACTING ON THEM.(E.X DEAL LOAD, LIVE LOAD OR WIND LOAD)
๐งOn the building plan, the position of columns and load bearing walls should be marked, and any other induced loadings and bending moments.
๐งThe loads should be classified into dead, imposed and wind loadings, giving the appropriate partial safety factors for these loads.
2. ESTIMATE ALLOWABLE BEARING PRESSURE OF SOIL USING GROUND INVESTIGATION REPORT.
๐งFrom a study of the site ground investigation (if available), the strength of the soil at various depths or strata below foundation level should be studied, to determine the safe bearing capacity at various levels.
๐งThese values or presumed bearing values (from any standards or codes) in the absence of a site investigation are used to estimate the allowable bearing pressure.
3. DECIDE DEPTH OF FOUNDATION
๐งThe invert level (underside) of the foundation is determined by either the minimum depth below ground level unaffected by temperature, moisture content variation or erosion this can be as low as 450 mm in granular soils but, depending on the site and ground conditions, can exceed 1 m or by the depth of basement, boiler house, service ducts or similar.
4. CALCULATE FOUNDATION AREA
๐งThe foundation area required is determined from the characteristic (working) loads and estimated allowable pressure.
๐งThis determines the preliminary design of the types or combination of types of foundation.
๐งThe selection is usually based on economics, speed and buildability of construction.
5. DETERMINE VARIATION IN VERTICAL STRESSES
๐งThe variation of vertical stress w.r.t depth is determined, to check for possible over-stressing of any underlying weak strata.
6. CALCULATE SETTLEMENT
๐งSettlement calculations should be carried out to check that the total and differential settlements are acceptable.
๐งIf these are unacceptable then a revised allowable bearing pressure should be determined, and the foundation design amended to increase its area, or the foundations should be taken down to a deeper and stronger stratum.
7. COST CONTROL
๐งBefore finalizing the choice of foundation type, the preliminary costing of alternative superstructure designs should be made, to determine the economics of increasing superstructure costs in order to reduce foundation costs.
8. CONSIDER TIME
๐งAlternative safe designs should be checked for economy, speed and simplicity of construction.
๐งSpeed and economy can conflict in foundation construction an initial low cost solution may increase the construction period.
๐งTime is often of the essence for a client needing early return on capital investment.
๐งA fast-track programme for superstructure construction can be negated by slow foundation construction.
9. VARIATION IN GROUND CONDITION
๐งThe design office should be prepared to amend the design, if excavation shows variation in ground conditions from those predicted from the site soil survey and investigation.
@etconp
โค15
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
0994941708
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
0994941708
โค2
๐แแฐแฆ แฒแแแถ แแฅแชแซ แแแจแต แแแ แฐแฐแ
๐ซแ แตแแซแญ แญแแ แจแแแ แแฅแชแซแแฝ แแตแ แแฐ แฅแซ แแฅแถ แจแแ แจแ แแฐแฆ แฒแแแถ แแฅแชแซแฃ แจแฆแญแต แ แฃแแต แ แฐแซแจแ แแญ แ แฐแแ แจ แ แแแแฃแฃแตแ แ แฅแฌ แแ แ แ แญแฆแต แแแจแฅ แแญแแซแต แแแจแต แแแ แฐแฐแแกแก
แ แคแแญแต แฅแญ แจแแแ แตแแแ แฉแฃแแซแแฝ แแซแจแ แ แแฑ แจแแแ แแถแฆ แฒแแแถ แแฅแชแซแฃ แแแจแต แซแแ แจแฆแตแต แณแแแณแต แ แแญ แฅแแฐแแแ แจแชแแญแฐแญ แแแฎแฝ แแแธแแแกแก
แแฅแชแซแ แฒแแแถ แแแจแต แซแแแ แต แแแ แแญแแซแต แจแฐแฐแจแ แ แณแฒแต แจแฆแญแต แ แฃแแต แแญ แ แฌแณ แ แแ แจแกแ แจแฐแกแฃแ แแ แ แตแฐแณแฐแญ แฅแฌ แแ แฅแแณแญแแญแฅ แ แแจแแจแ แฅแแฐแแ แจแชแแญแฐแญ แแแฎแฝ แแแจแณแต แฐแฝแแแกแก
โนโนแฅแฌ แแแ แจแฅแ แฅแจแฐแแฐแฐ แฐแ แแ แฅแจแแแ แ แญแฐแแแฃ แฅแแฒแแ แฅแแ แจแแแญแ แฆแญแต แแตแฅ แ แแฐแซแฐแฐแโบโบ แ แแ แแญแแซแต แจแฐแแ แจแ แ แแแแฃแฃแตแฃ แแฅแชแซแแ แฅแซ แฅแตแจ แแแ แ แตแญแถแณแ แฐแฅแแแกแก
๐แฐแจแแช แซแแฅแก: https://ethiopianreporter.com/143157/
@etconp
๐ซแ แตแแซแญ แญแแ แจแแแ แแฅแชแซแแฝ แแตแ แแฐ แฅแซ แแฅแถ แจแแ แจแ แแฐแฆ แฒแแแถ แแฅแชแซแฃ แจแฆแญแต แ แฃแแต แ แฐแซแจแ แแญ แ แฐแแ แจ แ แแแแฃแฃแตแ แ แฅแฌ แแ แ แ แญแฆแต แแแจแฅ แแญแแซแต แแแจแต แแแ แฐแฐแแกแก
แ แคแแญแต แฅแญ แจแแแ แตแแแ แฉแฃแแซแแฝ แแซแจแ แ แแฑ แจแแแ แแถแฆ แฒแแแถ แแฅแชแซแฃ แแแจแต แซแแ แจแฆแตแต แณแแแณแต แ แแญ แฅแแฐแแแ แจแชแแญแฐแญ แแแฎแฝ แแแธแแแกแก
แแฅแชแซแ แฒแแแถ แแแจแต แซแแแ แต แแแ แแญแแซแต แจแฐแฐแจแ แ แณแฒแต แจแฆแญแต แ แฃแแต แแญ แ แฌแณ แ แแ แจแกแ แจแฐแกแฃแ แแ แ แตแฐแณแฐแญ แฅแฌ แแ แฅแแณแญแแญแฅ แ แแจแแจแ แฅแแฐแแ แจแชแแญแฐแญ แแแฎแฝ แแแจแณแต แฐแฝแแแกแก
โนโนแฅแฌ แแแ แจแฅแ แฅแจแฐแแฐแฐ แฐแ แแ แฅแจแแแ แ แญแฐแแแฃ แฅแแฒแแ แฅแแ แจแแแญแ แฆแญแต แแตแฅ แ แแฐแซแฐแฐแโบโบ แ แแ แแญแแซแต แจแฐแแ แจแ แ แแแแฃแฃแตแฃ แแฅแชแซแแ แฅแซ แฅแตแจ แแแ แ แตแญแถแณแ แฐแฅแแแกแก
๐แฐแจแแช แซแแฅแก: https://ethiopianreporter.com/143157/
@etconp
โค6๐3๐2๐ฑ1
๐แจ Youtube แปแแ แฅแแ
๐ซแ แฒแต แตแ แดแญแแแ แจแจแแตแแ แปแแ แแ Subscribe แ แแจแ แ แแแ๐๐
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๐ซแ แฒแต แตแ แดแญแแแ แจแจแแตแแ แปแแ แแ Subscribe แ แแจแ แ แแแ๐๐
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โค5๐1
๐In construction, the structure of a building refers to the load-bearing framework that supports the entire building and resists external forces like wind and seismic activity.
๐ทIt's essentially the skeleton that gives the building its shape, stability, and strength.
๐Here are the primary structures and components of a building in construction:
๐1. Foundation:
* Purpose: The lowest part of a building, which transfers the loads from the superstructure to the ground. It's crucial for preventing settlement and ensuring stability.
* Types:
* Shallow Foundations: Footings (isolated, combined, strip), rafts/mats.
* Deep Foundations: Piles (bored, driven), piers, caissons.
๐2. Super structure: This is the part of the building above the ground level, comprising several key elements:
* Columns:
* Purpose: Vertical structural members that transmit compressive loads from beams, slabs, and walls above down to the foundation.
* Materials: Typically reinforced concrete, steel, or timber.
* Beams:
* Purpose: Horizontal structural members that support vertical loads (from slabs, walls) and transfer them horizontally to columns or other supports. They resist bending moments and shear forces.
* Types: Reinforced concrete beams, steel beams, composite beams, timber beams.
* Slabs:
* Purpose: Flat, horizontal structural elements that form floors and roofs. They directly support distributed loads (people, furniture, equipment) and transfer them to beams or columns.
* Types: One-way slabs, two-way slabs, flat plates, flat slabs, ribbed/waffle slabs.
* Walls:
* Purpose: Can be load-bearing (supporting roofs, floors, and other walls) or non-load-bearing (partitioning space, enclosing the building).
* Types: Masonry walls (brick, block), reinforced concrete walls, shear walls (designed to resist lateral forces like wind and earthquakes).
* Roof:
* Purpose: The uppermost covering of a building, providing protection from weather elements and contributing to the overall structural integrity.
* Types: Flat roofs, pitched roofs (gable, hip, shed), shell roofs, dome roofs. The structural elements of a roof can include rafters, trusses, purlins, and decking.
๐3. Lateral Load Resisting Systems:
* Purpose: These systems are specifically designed to resist horizontal forces like wind pressure and seismic (earthquake) loads, which can cause swaying or collapse.
* Components: Shear walls, braced frames (X-bracing, K-bracing, V-bracing), moment-resisting frames (rigid connections between beams and columns), and sometimes core walls around elevators or stairwells.
๐4. Framing Systems:
* Buildings are often constructed using different framing systems that define how loads are distributed. Common types include:
* Skeletal/Frame Structure: Consists of a framework of columns and beams, with walls acting as infill. Most common for multi-story buildings.
* Load-Bearing Wall Structure: Walls directly support the floors and roof. More common for simpler, lower-rise buildings.
* Shell Structures: Thin, curved structures (domes, vaults) that gain strength from their geometry.
๐These structural components, when designed and constructed correctly, ensure the safety, stability, and durability of a building.
@etconp
๐ทIt's essentially the skeleton that gives the building its shape, stability, and strength.
๐Here are the primary structures and components of a building in construction:
๐1. Foundation:
* Purpose: The lowest part of a building, which transfers the loads from the superstructure to the ground. It's crucial for preventing settlement and ensuring stability.
* Types:
* Shallow Foundations: Footings (isolated, combined, strip), rafts/mats.
* Deep Foundations: Piles (bored, driven), piers, caissons.
๐2. Super structure: This is the part of the building above the ground level, comprising several key elements:
* Columns:
* Purpose: Vertical structural members that transmit compressive loads from beams, slabs, and walls above down to the foundation.
* Materials: Typically reinforced concrete, steel, or timber.
* Beams:
* Purpose: Horizontal structural members that support vertical loads (from slabs, walls) and transfer them horizontally to columns or other supports. They resist bending moments and shear forces.
* Types: Reinforced concrete beams, steel beams, composite beams, timber beams.
* Slabs:
* Purpose: Flat, horizontal structural elements that form floors and roofs. They directly support distributed loads (people, furniture, equipment) and transfer them to beams or columns.
* Types: One-way slabs, two-way slabs, flat plates, flat slabs, ribbed/waffle slabs.
* Walls:
* Purpose: Can be load-bearing (supporting roofs, floors, and other walls) or non-load-bearing (partitioning space, enclosing the building).
* Types: Masonry walls (brick, block), reinforced concrete walls, shear walls (designed to resist lateral forces like wind and earthquakes).
* Roof:
* Purpose: The uppermost covering of a building, providing protection from weather elements and contributing to the overall structural integrity.
* Types: Flat roofs, pitched roofs (gable, hip, shed), shell roofs, dome roofs. The structural elements of a roof can include rafters, trusses, purlins, and decking.
๐3. Lateral Load Resisting Systems:
* Purpose: These systems are specifically designed to resist horizontal forces like wind pressure and seismic (earthquake) loads, which can cause swaying or collapse.
* Components: Shear walls, braced frames (X-bracing, K-bracing, V-bracing), moment-resisting frames (rigid connections between beams and columns), and sometimes core walls around elevators or stairwells.
๐4. Framing Systems:
* Buildings are often constructed using different framing systems that define how loads are distributed. Common types include:
* Skeletal/Frame Structure: Consists of a framework of columns and beams, with walls acting as infill. Most common for multi-story buildings.
* Load-Bearing Wall Structure: Walls directly support the floors and roof. More common for simpler, lower-rise buildings.
* Shell Structures: Thin, curved structures (domes, vaults) that gain strength from their geometry.
๐These structural components, when designed and constructed correctly, ensure the safety, stability, and durability of a building.
@etconp
๐15โค14๐ฅฐ1
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โค9๐ฅ1๐1๐1
๐In building construction, the terms Substructure and Superstructure refer to the two primary divisions of a building, separated by the ground level or plinth level.
โ๏ธUnderstanding these two components is crucial for comprehending how a building stands, functions, and withstands various forces.
๐ Substructure (Foundation System)
โบThe substructure, often referred to as the foundation, is the part of the building that is constructed below the ground level.
โบIt acts as the backbone of the entire structure, responsible for safely transferring the loads from the superstructure to the underlying soil or rock strata.
๐ฒKey Characteristics and Functions:
โบ1. Load Transfer: Its primary function is to transfer the entire load of the building (dead loads, live loads, wind loads, seismic loads, etc.) safely and uniformly to the supporting soil without causing excessive settlement or failure.
โบ2. Stability: It provides stability against overturning, sliding, and differential settlement, ensuring the building remains upright and intact.
โบ3. Protection: It protects the building from ground-related issues like moisture penetration, ground movements (e.g., due to expansive soils or seismic activity), and frost heave.
โบ4. Base for Superstructure: It forms a solid and level base upon which the superstructure is built.
๐Main Components of Substructure:
โญ๏ธFoundation Footings: These are the lowest part of the substructure, typically wider than the walls or columns they support, designed to distribute the load over a larger area of soil, reducing the stress on the ground.
๐ทCommon types include:
* Isolated Footings: For individual columns.
* Combined Footings: For two or more columns close together.
* Wall Footings (Strip Footings): For continuous load-bearing walls.
* Raft/Mat Foundations: A large concrete slab covering the entire footprint of the building, used when soil bearing capacity is low or column loads are very high.
* Piles: Used when suitable bearing strata are very deep. Piles are long, slender elements driven or cast into the ground to transfer loads to stronger soil layers or to resist uplift forces.
* Plinth Beam / Grade Beam:
โบThis is a reinforced concrete beam constructed at or slightly above the ground level (often at the DPC level).
โบIt connects the column foundations, helping to distribute the load evenly and acting as a tie beam.
โบIt also provides a base for the walls of the superstructure and prevents dampness from rising from the ground into the walls above.
* Basement Walls: If the building has a basement, the retaining walls that enclose the basement space below ground level are considered part of the substructure.
* Damp Proof Course (DPC):
โบA layer of waterproof material (like a rich cement concrete mix, bitumen, or plastic sheets) laid horizontally at the plinth level to prevent moisture from rising from the ground into the walls of the superstructure due to capillary action.
๐งImportance of Substructure:
โบA well-designed and constructed substructure is paramount.
โบAny failure or inadequacy in the foundation can lead to severe structural damage, including cracks in walls, differential settlement, or even collapse of the entire building.
โบThe design of the substructure heavily depends on soil conditions (geotechnical investigation), the type of building, and the loads it will bear.
@etconp
โ๏ธUnderstanding these two components is crucial for comprehending how a building stands, functions, and withstands various forces.
๐ Substructure (Foundation System)
โบThe substructure, often referred to as the foundation, is the part of the building that is constructed below the ground level.
โบIt acts as the backbone of the entire structure, responsible for safely transferring the loads from the superstructure to the underlying soil or rock strata.
๐ฒKey Characteristics and Functions:
โบ1. Load Transfer: Its primary function is to transfer the entire load of the building (dead loads, live loads, wind loads, seismic loads, etc.) safely and uniformly to the supporting soil without causing excessive settlement or failure.
โบ2. Stability: It provides stability against overturning, sliding, and differential settlement, ensuring the building remains upright and intact.
โบ3. Protection: It protects the building from ground-related issues like moisture penetration, ground movements (e.g., due to expansive soils or seismic activity), and frost heave.
โบ4. Base for Superstructure: It forms a solid and level base upon which the superstructure is built.
๐Main Components of Substructure:
โญ๏ธFoundation Footings: These are the lowest part of the substructure, typically wider than the walls or columns they support, designed to distribute the load over a larger area of soil, reducing the stress on the ground.
๐ทCommon types include:
* Isolated Footings: For individual columns.
* Combined Footings: For two or more columns close together.
* Wall Footings (Strip Footings): For continuous load-bearing walls.
* Raft/Mat Foundations: A large concrete slab covering the entire footprint of the building, used when soil bearing capacity is low or column loads are very high.
* Piles: Used when suitable bearing strata are very deep. Piles are long, slender elements driven or cast into the ground to transfer loads to stronger soil layers or to resist uplift forces.
* Plinth Beam / Grade Beam:
โบThis is a reinforced concrete beam constructed at or slightly above the ground level (often at the DPC level).
โบIt connects the column foundations, helping to distribute the load evenly and acting as a tie beam.
โบIt also provides a base for the walls of the superstructure and prevents dampness from rising from the ground into the walls above.
* Basement Walls: If the building has a basement, the retaining walls that enclose the basement space below ground level are considered part of the substructure.
* Damp Proof Course (DPC):
โบA layer of waterproof material (like a rich cement concrete mix, bitumen, or plastic sheets) laid horizontally at the plinth level to prevent moisture from rising from the ground into the walls of the superstructure due to capillary action.
๐งImportance of Substructure:
โบA well-designed and constructed substructure is paramount.
โบAny failure or inadequacy in the foundation can lead to severe structural damage, including cracks in walls, differential settlement, or even collapse of the entire building.
โบThe design of the substructure heavily depends on soil conditions (geotechnical investigation), the type of building, and the loads it will bear.
@etconp
โค7๐5
๐ แ แขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แแฐแ แฒแ แญแฐแก แจแแ แฉ แจแแแแฃแ แฐแญแฐแแฌแฝแ แ แแแแแถแฝ แแซแจแ แ แตแญ แซแ
แ แแฐ แแถแฅ แจแ แแต แแแจแ แ แแแแแต แฐแแแแจแแแกแก
โ๏ธแแแแตแต แแแแฝ แจแแฐแฃแธแ แ แแแแแถแฝแ แแแณแแฅ แจแชแแญแ แตแซแแฝแ แ แซแซแแฐ แญแแแแกแก
๐ฒแจแ แแธแแฝ แขแตแฎแตแซแ แแแแแฃแต แฅแซแต แซแแแ แจแแแฝแ แญแซแณ แจแ แจแแซแฐแญแ แจแฒแชแ แฐแญแชแต แ แแแแแตแ แ แญแ แแตแฃ แ แดแญแแแ แฅแ แ แแแซแ แ แตแฐแณแฐแญ แจแแแแ แฐแแฃแญ แฅแจแฐแจแแแ แแแกแก
โบแญแ แแ แฅแแ แ แแตแจแ แแญ แแณแ แจแแแแ แจแแถแฅ แ แแแแแต แแแจแ แ แ แญแก แตแซ แแตแแแฉแ แญแณแแแแกแก
โบแ 23 แฐแแแตแ 124 แจแ แแแแแต แ แญแแถแฝ แ แ แแต แแแจแ แแฐแ แต แจแแแจแ แจแแถแฅ แ แแต แแแจแ แ แแแแแต แ แดแญแแแ แ แแณแแ แจแฐแแแแฎแฝแ แแแฃ แแแแฅ แฅแ แแแ แตแ แ แแแฅแฅ แแแฉ แแฃแแ แฅแญแซแณแ แซแแ แฐ แ แแแแแต แฅแจแฐแฐแ แญแแแแข
โบแ แแ แแฐแจแตแ แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แจ23แฑ แฐแแแต แ แแฑ แ แแแ แจแแฐแฃแธแ แ แแแแแถแฝ แแตแฅ แ แตแญ แจแ แแแแแต แ แญแแถแฝแ แ แแถแฅ แ แแต แแแจแ แฅแจแฐแ แญแแแแกแก
๐ฒแ แแ แแฐแจแต แแฐแ แฒแ แ แขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แญแฐแก แจแแ แฉแ แแฐ แแถแฅ แ แแต แแแจแ แจแฐแแแฉ แจแแแแฃแ แฐแญแฐแแฌแฝแ แ แแแแแถแฝ แจแแ แ แณแฝ แจแฐแแจแแฉแต แแธแแกแก
โญ๏ธแ แฒแต แจแฃแแแซ แแแแฃแ แ แแแแแต
1. แจแฃแแแซ แแแแฃ แจแฅแตแณแต แ แแแแแต
2. แจแฃแแแซ แจแ แ แจแแซ แแแต แแฐแซแต
3. แ แฒแต แจแแ แแญ แฃแแแซ แแแต แแแแฃ
4. แฅแตแณแต แจแแ แจแแ แแญ แฃแแแซ แแแต แแแแฃ
5. แจแ แ แจแแ แฃแแแซ แแแต แแฐแซแต
6. แจแแ แฃแแแซ แแแต แฐแจแ แแตแแต
7. แ แฒแต แจแแ แตแซแแฝ แซแแแ แจแแแแฃแ แฅแแต แฐแญแฐแแฌแต
8. แจแแ แตแซแแฝ แซแแแ แฅแแต แฐแญแฐแแฌแต แแตแณแต
9. แจแแ แตแซแแฝ แซแแแ แฐแญแฐแแฌแต แจแฐแจแ แแแฅ แแธแแกแก
๐งแญแกแซแ แฐแแแแฎแฝแ แฅแแแ แ แแแแแถแฝ แจแฐแแแฝแ แแฐ แแถแฅ แ แแต แแแจแ แแแแซแธแแ แ แแแ แจแ แแแแแฑ แฐแ แแ แฅแแฒแแแ แแฐ แฐแแแฝแ แ แแแฃแต แฅแแฐแญแแแ แจแแฒแ แฅแแณแแแแแกแก
๐ซแจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ
@etconp
โ๏ธแแแแตแต แแแแฝ แจแแฐแฃแธแ แ แแแแแถแฝแ แแแณแแฅ แจแชแแญแ แตแซแแฝแ แ แซแซแแฐ แญแแแแกแก
๐ฒแจแ แแธแแฝ แขแตแฎแตแซแ แแแแแฃแต แฅแซแต แซแแแ แจแแแฝแ แญแซแณ แจแ แจแแซแฐแญแ แจแฒแชแ แฐแญแชแต แ แแแแแตแ แ แญแ แแตแฃ แ แดแญแแแ แฅแ แ แแแซแ แ แตแฐแณแฐแญ แจแแแแ แฐแแฃแญ แฅแจแฐแจแแแ แแแกแก
โบแญแ แแ แฅแแ แ แแตแจแ แแญ แแณแ แจแแแแ แจแแถแฅ แ แแแแแต แแแจแ แ แ แญแก แตแซ แแตแแแฉแ แญแณแแแแกแก
โบแ 23 แฐแแแตแ 124 แจแ แแแแแต แ แญแแถแฝ แ แ แแต แแแจแ แแฐแ แต แจแแแจแ แจแแถแฅ แ แแต แแแจแ แ แแแแแต แ แดแญแแแ แ แแณแแ แจแฐแแแแฎแฝแ แแแฃ แแแแฅ แฅแ แแแ แตแ แ แแแฅแฅ แแแฉ แแฃแแ แฅแญแซแณแ แซแแ แฐ แ แแแแแต แฅแจแฐแฐแ แญแแแแข
โบแ แแ แแฐแจแตแ แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แจ23แฑ แฐแแแต แ แแฑ แ แแแ แจแแฐแฃแธแ แ แแแแแถแฝ แแตแฅ แ แตแญ แจแ แแแแแต แ แญแแถแฝแ แ แแถแฅ แ แแต แแแจแ แฅแจแฐแ แญแแแแกแก
๐ฒแ แแ แแฐแจแต แแฐแ แฒแ แ แขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แญแฐแก แจแแ แฉแ แแฐ แแถแฅ แ แแต แแแจแ แจแฐแแแฉ แจแแแแฃแ แฐแญแฐแแฌแฝแ แ แแแแแถแฝ แจแแ แ แณแฝ แจแฐแแจแแฉแต แแธแแกแก
โญ๏ธแ แฒแต แจแฃแแแซ แแแแฃแ แ แแแแแต
1. แจแฃแแแซ แแแแฃ แจแฅแตแณแต แ แแแแแต
2. แจแฃแแแซ แจแ แ แจแแซ แแแต แแฐแซแต
3. แ แฒแต แจแแ แแญ แฃแแแซ แแแต แแแแฃ
4. แฅแตแณแต แจแแ แจแแ แแญ แฃแแแซ แแแต แแแแฃ
5. แจแ แ แจแแ แฃแแแซ แแแต แแฐแซแต
6. แจแแ แฃแแแซ แแแต แฐแจแ แแตแแต
7. แ แฒแต แจแแ แตแซแแฝ แซแแแ แจแแแแฃแ แฅแแต แฐแญแฐแแฌแต
8. แจแแ แตแซแแฝ แซแแแ แฅแแต แฐแญแฐแแฌแต แแตแณแต
9. แจแแ แตแซแแฝ แซแแแ แฐแญแฐแแฌแต แจแฐแจแ แแแฅ แแธแแกแก
๐งแญแกแซแ แฐแแแแฎแฝแ แฅแแแ แ แแแแแถแฝ แจแฐแแแฝแ แแฐ แแถแฅ แ แแต แแแจแ แแแแซแธแแ แ แแแ แจแ แแแแแฑ แฐแ แแ แฅแแฒแแแ แแฐ แฐแแแฝแ แ แแแฃแต แฅแแฐแญแแแ แจแแฒแ แฅแแณแแแแแกแก
๐ซแจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ
@etconp
โค14
Ethio Construction Engineering
๐In building construction, the terms Substructure and Superstructure refer to the two primary divisions of a building, separated by the ground level or plinth level. โ๏ธUnderstanding these two components is crucial for comprehending how a building stands,โฆ
๐ Superstructure
โบThe superstructure is the part of the building that is constructed above the ground level or above the plinth level.
โบIt is the visible, usable portion of the building that provides functional space and defines the building's aesthetic.
๐ซKey Characteristics and Functions:
1. Enclosure and Space Creation: It encloses the functional spaces (rooms, offices, halls, etc.) for various activities, providing shelter and privacy.
2. Load Bearing: It consists of elements that transmit loads (from occupants, furniture, wind, snow, etc.) down to the substructure.
3. Architectural Expression: It determines the building's appearance, layout, and overall design, fulfilling the aesthetic and functional requirements of the occupants.
4. Accessibility and Services: It houses various services like plumbing, electrical, HVAC, and provides access through stairs, ramps, and elevators.
๐ทMain Components of Superstructure:
* Columns: Vertical load-bearing members that transfer loads from beams and slabs to the foundations. They are crucial for framing the structure.
* Beams: Horizontal load-bearing members that support slabs and walls, transferring their loads to columns or other supporting elements.
* Slabs: Flat, horizontal structural elements that form floors and roofs, supporting live loads, furniture, and distributing loads to beams and walls.
* Walls:
* Load-bearing Walls: Walls that support loads from floors and roofs above, transmitting them to the foundations. Common in traditional or low-rise masonry construction.
* Non-load-bearing Walls (Partitions): Walls that primarily divide internal spaces and do not carry significant structural loads. They can be made of lighter materials like drywall, brick, or concrete blocks.
* Roof: The uppermost covering of the building, protecting it from weather elements (rain, sun, wind, snow). It can be flat, pitched, or domed, and its design depends on climate, aesthetics, and functional requirements.
* Parapet Walls: Low walls constructed at the edge of a roof, balcony, or terrace for safety, aesthetic, or to conceal roof mechanicals.
* Stairs, Ramps, and Elevators: Provide vertical circulation within the building.
* Doors and Windows: Provide access, ventilation, and natural light, while also contributing to the building's facade.
* Finishing Materials: Internal and external finishes like plaster, paint, flooring, cladding, etc., that enhance functionality and aesthetics.
๐งImportance of Superstructure:
โบThe superstructure is where the building's purpose is fulfilled. Its design dictates the usability, comfort, safety, and visual appeal of the structure. Proper design and construction ensure that it can safely support its intended loads, provide a durable and functional environment, and withstand environmental forces.
๐ Interrelation and Conclusion
โบThe substructure and superstructure are intricately linked and interdependent. The design of one significantly impacts the other:
* The loads generated by the superstructure directly determine the design requirements of the substructure.
* The substructure's ability to support and transfer these loads dictates the feasible size, height, and type of superstructure that can be built upon it.
๐ฒIn essence, the substructure is the hidden but critical anchor, ensuring the building's stability and longevity by dealing with the earth.
โบThe superstructure is the visible, functional part that brings the building to life, serving its occupants and standing tall against the elements.
โบBoth must be meticulously designed and constructed as a single, cohesive unit to ensure the safety, durability, and performance of the entire building.
@etconp
โบThe superstructure is the part of the building that is constructed above the ground level or above the plinth level.
โบIt is the visible, usable portion of the building that provides functional space and defines the building's aesthetic.
๐ซKey Characteristics and Functions:
1. Enclosure and Space Creation: It encloses the functional spaces (rooms, offices, halls, etc.) for various activities, providing shelter and privacy.
2. Load Bearing: It consists of elements that transmit loads (from occupants, furniture, wind, snow, etc.) down to the substructure.
3. Architectural Expression: It determines the building's appearance, layout, and overall design, fulfilling the aesthetic and functional requirements of the occupants.
4. Accessibility and Services: It houses various services like plumbing, electrical, HVAC, and provides access through stairs, ramps, and elevators.
๐ทMain Components of Superstructure:
* Columns: Vertical load-bearing members that transfer loads from beams and slabs to the foundations. They are crucial for framing the structure.
* Beams: Horizontal load-bearing members that support slabs and walls, transferring their loads to columns or other supporting elements.
* Slabs: Flat, horizontal structural elements that form floors and roofs, supporting live loads, furniture, and distributing loads to beams and walls.
* Walls:
* Load-bearing Walls: Walls that support loads from floors and roofs above, transmitting them to the foundations. Common in traditional or low-rise masonry construction.
* Non-load-bearing Walls (Partitions): Walls that primarily divide internal spaces and do not carry significant structural loads. They can be made of lighter materials like drywall, brick, or concrete blocks.
* Roof: The uppermost covering of the building, protecting it from weather elements (rain, sun, wind, snow). It can be flat, pitched, or domed, and its design depends on climate, aesthetics, and functional requirements.
* Parapet Walls: Low walls constructed at the edge of a roof, balcony, or terrace for safety, aesthetic, or to conceal roof mechanicals.
* Stairs, Ramps, and Elevators: Provide vertical circulation within the building.
* Doors and Windows: Provide access, ventilation, and natural light, while also contributing to the building's facade.
* Finishing Materials: Internal and external finishes like plaster, paint, flooring, cladding, etc., that enhance functionality and aesthetics.
๐งImportance of Superstructure:
โบThe superstructure is where the building's purpose is fulfilled. Its design dictates the usability, comfort, safety, and visual appeal of the structure. Proper design and construction ensure that it can safely support its intended loads, provide a durable and functional environment, and withstand environmental forces.
๐ Interrelation and Conclusion
โบThe substructure and superstructure are intricately linked and interdependent. The design of one significantly impacts the other:
* The loads generated by the superstructure directly determine the design requirements of the substructure.
* The substructure's ability to support and transfer these loads dictates the feasible size, height, and type of superstructure that can be built upon it.
๐ฒIn essence, the substructure is the hidden but critical anchor, ensuring the building's stability and longevity by dealing with the earth.
โบThe superstructure is the visible, functional part that brings the building to life, serving its occupants and standing tall against the elements.
โบBoth must be meticulously designed and constructed as a single, cohesive unit to ensure the safety, durability, and performance of the entire building.
@etconp
โค11๐4๐1
๐Honeycombing in concrete
Honeycombing in concrete means there are small holes or gaps in the surface where stones (aggregates) are visible.
This happens when the concrete doesnโt fill the space properly. It weakens the structure, makes it less durable, and also looks bad.
Causes of Honeycombing:
Improper Vibration:
Uneven vibration during concrete placement leads to poor consolidation, trapping air pockets within the mix.
Poor Workmanship:
Incorrect handling of concrete, including failure to ensure proper placement in corners and tight areas, contributes to honeycombing.
Concrete Mix Design:
A poorly proportioned mix with insufficient fines or improper water-cement ratio results in segregation and voids.
Congested Reinforcement:
Closely spaced reinforcement bars obstruct the flow of concrete, leading to insufficient compaction and the formation of voids around the reinforcements.
Formwork Issues:
Gaps or misalignments in the formwork allow the concrete to leak, leaving voids.
โYonatan
@etconp
Honeycombing in concrete means there are small holes or gaps in the surface where stones (aggregates) are visible.
This happens when the concrete doesnโt fill the space properly. It weakens the structure, makes it less durable, and also looks bad.
Causes of Honeycombing:
Improper Vibration:
Uneven vibration during concrete placement leads to poor consolidation, trapping air pockets within the mix.
Poor Workmanship:
Incorrect handling of concrete, including failure to ensure proper placement in corners and tight areas, contributes to honeycombing.
Concrete Mix Design:
A poorly proportioned mix with insufficient fines or improper water-cement ratio results in segregation and voids.
Congested Reinforcement:
Closely spaced reinforcement bars obstruct the flow of concrete, leading to insufficient compaction and the formation of voids around the reinforcements.
Formwork Issues:
Gaps or misalignments in the formwork allow the concrete to leak, leaving voids.
โYonatan
@etconp
โค16๐8
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๐แ แตแฐแแ แจ แฎแแตแตแซแญแฝแ แดแญแแแ แแแต
๐ แนแแญ แ แแฃ แจแ แตแแแต แฎแแแญแฐแฎแฝ แ แปแญแ แแคแญ แแแต แ แ แแซ แแณแ แแแฃแณแแฝ แแญ แแณแฐแ แแแจแแโค
https://t.me/ETCONpWORK
@etconp
๐ แนแแญ แ แแฃ แจแ แตแแแต แฎแแแญแฐแฎแฝ แ แปแญแ แแคแญ แแแต แ แ แแซ แแณแ แแแฃแณแแฝ แแญ แแณแฐแ แแแจแแโค
https://t.me/ETCONpWORK
@etconp
โค9๐ฅฐ7๐1