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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‘‰Curing Time According to ACI ๐Ÿ•’๐Ÿ—๏ธ

โญ๏ธThe American Concrete Institute (ACI) provides specific guidelines for curing to ensure concrete achieves its designed strength and durability:

๐Ÿ’ซ1. Beam ๐Ÿชต

Initial Curing: 24-48 hours ๐ŸŒง๏ธ๐Ÿ”’

Final Curing: Minimum 7 days for normal cement  or 3 days for high-early-strength cement.

Recommended as per ACI 308R-16.

๐Ÿ’ซ2. Column ๐Ÿ›๏ธ

Initial Curing: 24-48 hours ๐ŸŒง๏ธ

Final Curing: Same as beams, 7 days minimum for normal cement or 3 days for high-early-strength cement.

๐Ÿ’ซ3. Slab ๐Ÿ 

Initial Curing: 24-48 hours ๐ŸŒง๏ธ๐Ÿ”’ (Cover with plastic sheets, wet burlap, or curing blankets).

Final Curing: Minimum 7 days (ponding or sprinkling for slabs is highly recommended).

๐Ÿ’ก According to ACI 308-92, the curing period can be adjusted based on factors like cement type, ambient conditions, and strength requirements. Proper curing is vital for reducing shrinkage, cracking, and ensuring durability!


@etconp
๐Ÿ‘15๐Ÿ‘8โค3
๐Ÿ‘‰Borrow material and Selected material

๐ŸšงIn construction, borrow material is a naturally occurring material used to create fill and structural elements, while selected material is a material chosen to meet specific project requirements:

๐Ÿ’ซBorrow material

๐ŸทA naturally occurring material that's excavated from a borrow pit and used to create fill and structural elements like embankments.

โบBorrow material is selected to meet the project's grading, stability, and load-bearing capacity requirements.

๐Ÿ’ซSelected material

๐ŸทA material chosen to meet specific project requirements. When selecting construction materials, factors to consider include strength, durability, cost, availability, and climate.

โญ๏ธWhen selecting a borrow area, it's important to consider the quantity and quality of the fill, as well as the type of equipment that will be used.

@etconp
๐Ÿ‘14
๐Ÿ‘‰Bleeding & Segregation in Concrete

๐ŸšงBleeding

โžก๏ธBleeding is a form of segregation in which water present in the concrete mix is pushed upwards due to the settlement of cement and aggregate.

โžก๏ธThe specific gravity of water is low, due to this water tends to move upwards.

โžก๏ธBleeding ordinarily occurs in the wet mix of concrete.

โžก๏ธThe Prime factor for bleeding in concrete is the high dosage of Water cement ratio.

โžก๏ธHigher water-cement ratio weakens concrete and leads to excessive bleeding.

โžก๏ธThe bleeding in concrete is not harmful if the rate of evaporation of water is equal to the rate of bleeding.

โžก๏ธNormal bleeding is quite good, and it enhances the workability of concrete.

โžก๏ธWhen the concrete is fully plastic, bleeding may not cause much harm. However, concrete is still in the plastic stage later it is subsidized and compacted.

๐ŸšงSegregation

โ–ถ๏ธSegregation is the โ€œSeparation of constituent materials in concrete"

โžก๏ธIn concrete technology segregation is of three types

โบ1. Separation of Coarse aggregate from the concrete mixture.

โบ2. Separation of Cement pastes from the concrete during its plastic stage.

โบ3. Separation of water from the concrete mix (Bleeding in concrete)

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@etconp
๐Ÿ‘17โค2
๐Ÿ‘‰แ‰ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซ แˆ‹แ‹ญ แˆˆแ‰ฐแˆฐแˆ›แˆฉ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแŠ“ แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€แ‹ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แŠฅแ‹จแ‰ฐแˆฐแŒ  แАแ‹

แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ฒแ‹›แ‹ญแŠ•แŠ“ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แ‰ขแˆฎ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€แ‹แŠ“ แ‰ตแŠฉแˆจแ‰ฑแŠ• Construction Material Management แŠฅแŠ“ Construction Human Resource Management แˆ‹แ‹ญ แ‹ซแ‹ฐแˆจแŒˆแ‹ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แŠฅแ‹จแ‰ฐแˆฐแŒ  แ‹ญแŒˆแŠ›แˆแกแก

แ‰ แ‰ขแˆฎแ‹ แ‰ แ‰ฐแŠจแ‰ณแ‰ณแ‹ญแАแ‰ต แŠฅแ‹จแ‰ฐแˆฐแŒก แŠจแˆšแŒˆแŠ™แŠ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹แŠ• แ‹“แ‰…แˆ แŠจแˆšแ‹ซแŒŽแˆˆแ‰ฅแ‰ฑ แˆตแˆแŒ แŠ“แ‹Žแ‰ฝ แ‹แˆตแŒฅ แŠ แŠ•แ‹ฑ แ‰ แˆ†แАแ‹ แ‰ แ‹šแˆ€ แˆตแˆแŒ แŠ“ แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แ‹จแˆšแŒˆแŠ™ 250 แˆตแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แŠฅแŠ“ แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ  แŠฅแ‹จแ‰ฐแˆณแ‰ฐแ‰ แ‹ญแŒˆแŠ›แˆ‰แกแก

แ‰ แ‰€แŒฃแ‹ญแˆ แ‰ แˆแˆˆแ‰ฐแŠ› แ‹™แˆญ Construction Claim and Dispute Resolution แ‰ แˆšแˆ แ‹จแˆตแˆแŒ แŠ“ แˆญแ‹•แˆต แˆ‹แ‹ญ แˆตแˆแŒ แŠ“แ‹ แŠ แŠ•แ‹ฐแˆšแ‰€แŒฅแˆ แŠจแ‰ขแˆฎแ‹ แ‹จแ‹“แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แ‹ณแ‹ญแˆฌแŠญแ‰ถแˆฌแ‰ต แ‹ซแŒˆแŠ˜แАแ‹ แˆ˜แˆจแŒƒ แ‹ซแˆณแ‹ซแˆแข

แ‰ขแˆฎแ‹ แ‰ แˆญแŠซแ‰ณ แŒแŠ•แ‰ฃแ‹Žแ‰ฝแŠ• แ‰ แŒฅแˆซแ‰ต แ‰ แˆ›แŠจแŠ“แ‹ˆแŠ• แˆˆแŠ แŒˆแˆแŒแˆŽแ‰ต แŠฅแ‹ซแ‹‹แˆˆ แŠจแˆ˜แˆ†แŠ‘ แŒŽแŠ•แˆˆแŒŽแŠ• แ‹จแŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹แŠ• แ‰ฐแ‹‹แŠ•แ‹ซแŠ• แ‹“แ‰…แˆ แ‹จแˆšแ‹ซแŒŽแˆˆแ‰ฅแ‰ฑ แ‰ฐแŠจแ‰ณแ‰ณแ‹ญ แˆตแˆแŒ แŠ“แ‹Žแ‰ฝแŠ• แ‰ แˆ˜แˆตแŒ แ‰ต แ‹จแŠจแ‰ฐแˆ›แ‹ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹•แ‹ตแŒˆแ‰ต แˆ‹แ‹ญ แ‹จแˆ‹แ‰€ แ‹จแ‹ตแˆญแˆป แŠฅแ‹ซแ‰ แˆจแŠจแ‰ฐ แ‹ญแŒˆแŠ›แˆแข

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ฒแ‹›แ‹ญแŠ•แŠ“ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แ‰ขแˆฎ แŠฎแˆ™แŠ’แŠฌแˆฝแŠ• แŒ‰แ‹ณแ‹ฎแ‰ฝ แ‹ณแ‹ญแˆฌแŠญแ‰ถแˆฌแ‰ต แ‰ณแˆ…แˆณแˆต 2/2017 แ‹“.แˆ

@etconp
๐Ÿ‘12โค3
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
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Tel: 0961955555 or 0961955559
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๐Ÿ‘3โค1
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

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

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

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

แŠ แˆปแˆซแ‰ฝแŠ•แŠ• แŠ แˆณแˆญแˆแŠ“แˆ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

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

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แˆ›แˆตแ‰ แŒ€แ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠซแˆฐแ‰ก แˆˆแˆฑแˆ แˆ›แˆฝแŠ‘ แ‰ แŒƒแ‰ฝแŠ• แАแ‹‰

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแˆฐแˆฉ แ‰ฅแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠ แˆ‰แŠ•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ
                    แ‰.1 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.2 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต
                     แ‰.3 แŠ แ‹จแˆญ แŒคแŠ“

0904040477
0911016833
๐Ÿ‘‰แˆตแˆˆ STAIRS แ‰ตแŠ•แˆฝ แŒ แ‰ƒแˆš แˆƒแˆณแ‰ฅ แŠฅแŠ•แˆ›แˆ›แˆญ ๐Ÿ‘‡

๐ŸšงCalculations for the construction of stairs, ramps and guards are set out in various national building regulations.

๐Ÿ’ซThe guidelines here are based on German standards.

โ–ถ๏ธDwellings with no more than two flats must have an effective stair width of at least 0.80 m and 17/29 rise-to-tread ratio. Stairs which are not strictly covered by building regulations may be as little as 0.50m wide and have a 21/21 ratio.

โบStairs governed by building regulations must have a width of 1.00m and a ratio of 17/28.

โบIn high rise flats they must be 1.25 m wide

โบThe length of stair runs from 23 steps up to 18 steps --> @ Landing length = n times the length of stride + 1 depth of step (e.g. with a rise-to-tread ratio of 17/29 = 1 x 63 + 29 = 92 cm or 2 x 63 + 29 = 1.55 m).

โบDoors opening into the stairwell must not restrict the effective width.

โ–ถ๏ธThe time required for complete evacuation must be calculated for stair widths in public buildings or theatres. Such staircases or front entrance steps are climbed slowly, so they can have a more gradual ascent.

โ–ถ๏ธA staircase at a side entrance or emergency stairs should make a rapid descent easy.

โ–ถ๏ธThe experiences one has of ascending and descending stairs varies greatly with the stair design, for example there is a significant difference between an interior domestic design and a grand flight of entrance steps.

โบClimbing stairs takes on average seven times as much energy as walking on the flat.

โบFrom the physiological point of view, the best use of 'climbing effort' is with an angle of incline of 30ยฐ and a ratio of rise of:  rise of step/going of step; r/g= 17/29.

โ–ถ๏ธThe angle of rise is determined by the length of an adult's stride (about 61-64cm). To arrive at the optimum rise, which takes the least energy, the following formula can be applied: 2r+ g= 63cm (1 stride)

โ–ถ๏ธIn the dimensioning and design of flights of stairs, the function and purpose of the staircase is of primary importance, taking in the factors mentioned above.

โ–ถ๏ธNot only is the gaining of height important, but also the way that the height is gained. For front door steps in frequent use, low steps of 16 x 30cm are preferable.

โนHowever, stairs in a workplace, or emergency stairs, should enable height to be gained rapidly.

โบEvery main staircase must be set in its own continuous stairwell, which together with its access routes and exit to the open air, should be designed and arranged so as to ensure its safe use as an emergency exit. The width of the exit should be  greater than or equal tothe width of the staircase.

@etconp
๐Ÿ‘18โค2
๐Ÿ‘‰แŠฅแˆตแ‰ฒ แŠฃแˆแŠ• แ‹ฐแˆž แˆตแˆˆ lap length , Development length,Anchorage length แ‰ตแŠ•แˆฝ แŠฅแŠ•แŠ•แŒˆแˆซแ‰นแข

๐Ÿท1. แˆ‹แ• แˆŒแŠ•แŒแ‹ (lap length) - แ‰ฐแˆแˆ‹แŒŠ แ‹จแ‰ฅแˆจแ‰ต (แŒแˆฎ) แˆญแ‹แˆ˜แ‰ต
แ‹แŒฅแˆจแ‰ตแŠ• (stresses) แŠจแŠ แŠ•แ‹ต แ‰ฅแˆจแ‰ต แ‹ˆแ‹ฐแˆŒแˆ‹ แ‹จแˆšแ‰ฐแˆ‹แˆˆแแ‰ แ‰ต แАแ‹‰

โบThe lap length varies from member to member. Lap length for tension members = 40d

โบLap length for compression members = 50d Where, d = Diameter of bars.

๐Ÿท2. แ‹ฐแ‰จแˆŽแ•แˆ˜แŠ•แ‰ต แˆŒแŠ•แŒแ‹ (Development length) -แ‰ฐแˆแˆ‹แŒŠ
แ‹จแ‰ฅแˆจแ‰ต แˆญแ‹แˆ˜แ‰ต แ‹แŒฅแˆจแ‰ตแŠ• (stresses) แŠจแ‰ฅแˆจแ‰ฑ แ‹ˆแ‹ฐ แŠฎแŠ•แŠญแˆชแ‰ฑ แ‹จแˆšแ‰ฐแˆ‹แˆˆแแ‰ แ‰ต แАแ‹แข

๐Ÿท3. แŠ แŠ•แŠฎแˆฌแŒ… แˆŒแŠ•แŒแ‹ (Anchorage length) - แ‹ญแˆ… แˆญแ‹แˆ˜แ‰ต แŠ แ‹ญแАแ‰ต แ‰ แ‰‚ แ‹จแˆ†แА แ‹ฐแ‰จแˆŽแ•แˆ˜แŠ•แ‰ต แˆŒแŠ•แŒแ‹ (development
length ) แ‰ แˆŒแˆˆแ‰ฃแ‰ธแ‹ แ‰  Support / fixed ends แˆ‹แ‹ญ provide แ‹จแˆแŠ“แˆจแŒˆแ‹ แˆญแ‹แˆ˜แ‰ต แАแ‹แข

@etconp
๐Ÿ‘14โค10๐Ÿ‘Œ1
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๐Ÿ‘4๐Ÿ‘4โค1
๐Ÿ‘‰แ‰ แˆณแ‹‘แ‹ฒ 23 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแˆแŒ€แ‹ แ‹จแ‰ฃแ‰กแˆญ แˆœแ‰ตแˆฎ แ•แˆฎแŒ€แŠจแ‰ต แ‰ 12 แŠ แˆ˜แ‰ฑ แ‰ฐแŒ แŠ“แ‰† แˆฅแˆซ แŒ€แˆแˆฏแˆแข

๐Ÿšงแ‰ แˆณแ‹‘แ‹ฒ แŠ แˆจแ‰ขแ‹ซ แˆ˜แˆช แŠ•แŒ‰แˆต แˆณแˆแˆ›แŠ• แ‰ฐแˆ˜แˆญแ‰† แˆฅแˆซ แ‹จแŒ€แˆ˜แˆจแ‹ Riyadh Metro 12 แŠ แˆ˜แ‰ต แ‹จแˆแŒ€ แˆœแŒ‹ แ•แˆฎแŒ€แŠญแ‰ต แˆฒแˆ†แŠ•แฃ แ‰ แŒแŠ•แ‰ฃแ‰ณแ‹ แˆ‚แ‹ฐแ‰ต แŠจแˆ˜แˆ‹แ‹ แŠ แˆˆแˆ แ‹จแ‰ฐแ‹ˆแŒฃแŒก แŠฅแŠ“ แ‹ˆแ‹ฐ แ‹ฐแˆญแ‹˜แŠ• แ‹จแˆšแŒ แŒ‰ แ‹จแŠขแŠ•แŒ‚แАแˆชแŠ•แŒแฃ แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŠฅแŠ“ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆฅแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แŠฉแ‰ฃแŠ•แ‹ซแ‹Žแ‰ฝ แ‰ฐแˆณแ‰ตแˆแ‹แ‰ แ‰ณแˆแข

๐Ÿ’ซแ‹จแˆณแ‹‘แ‹ฒ แˆœแ‰ตแˆฎ แ‹ฒแ‹›แ‹ญแŠ• แ‹จแ‰ฐแ‹ฐแˆจแŒˆแ‹ แ‰ แ‰€แŠ• 3.6 แˆšแˆŠแ‹ฎแŠ• แˆ˜แŠ•แŒˆแ‹ฐแŠžแ‰ฝแŠ• แˆ›แŒŽแŒŽแ‹ แŠฅแŠ•แ‹ฒแ‰ฝแˆ แАแ‹แข

๐Ÿทแ‰ แˆณแ‹‘แ‹ฒ แ‹จแŠจแ‰ฐแˆžแ‰ฝแŠ• แˆแŒฃแŠ• แ‹•แ‹ตแŒˆแ‰ต แ‰ฐแŠจแ‰ตแˆŽ แˆˆแˆšแˆแŒ แˆจแ‹ แ‹จแ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แ‰ฝแŒแˆญ แˆ˜แˆ‹ แ‹ญแˆ†แŠ“แˆ แ‰ฐแ‰ฅแˆŽ แ‹จแ‰ฐแŒˆแАแ‰ฃแ‹ แ‹ญแˆ… แ•แˆฎแŒ€แŠญแ‰ต แ‹จแ‰ฐแŒˆแАแ‰ฃแ‹ Samsung C&T แ‰ แ‰ฐแ‰ฃแˆˆ แŠ แˆˆแˆ แŠ แ‰€แ แŠฉแ‰ฃแŠ•แ‹ซ แАแ‹แข แŠ แˆญแŠญแ‰ดแŠญแ‰ฑ แ‹ฐแŒแˆž แˆตแˆ˜ แŒฅแˆฉแ‹ Zaha Hadid Architects แАแ‹แข

โญ๏ธแ‹จแˆชแ‹ซแ‹ต แˆœแ‰ตแˆฎ แŒ แ‰…แˆ‹แˆ‹ แ‹ˆแŒช 23 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆญแˆ‹ แ‹จแˆแŒ€ แˆฒแˆ†แŠ• แ‰ฃแ‰กแˆฉ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆตแ‹ แ‹ซแˆˆแˆนแŒแˆญ แˆ˜แˆ†แŠ‘ แ‰ณแ‹แ‰‹แˆแข

โ‡๏ธแ‰ แ‹šแˆ…แˆ แ‰ แŠ แˆˆแˆ›แ‰ฝแŠ• แ‹ซแˆˆแˆนแŒแˆญ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆต แˆจแŒ…แˆ แ‹จแˆœแ‰ตแˆฎ แ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แ‰ฐแ‰ฅแˆแˆแข

๐ŸŒŸแ‰ แŒ แ‰…แˆ‹แˆ‹แ‹ 176 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแˆจแ‹แˆ˜แ‹ แ‹จแˆชแ‹ซแ‹ต แˆœแ‰ตแˆฎ แ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆญ แˆตแ‹ตแˆตแ‰ต แˆ˜แˆตแˆ˜แˆฎแ‰ฝแŠ• แ‹จแ‹ซแ‹˜ แˆฒแˆ†แŠ•แฃ 85 แŒฃแ‰ขแ‹ซแ‹Žแ‰ฝแŠ• แ‹ซแ‰€แˆ แАแ‹แค 34แ‰ฑ แ‹จแˆŠแแ‰ต แˆ˜แ‹ˆแŒฃแŒซ แ‹ซแˆ‹แ‰ธแ‹ แŠ“แ‰ธแ‹แข

@etconp
๐Ÿ‘18
๐Ÿ‘‰High strength concrete

โžกHigh strength concrete (HSC) may be defined as concrete with a specified characteristic cube
strength between 60 and 100 N/mm , although higher strengths have been achieved and used.

โ–ถStrength levels of 80 to 100 N/mm and even higher are being used for both precast and in-situ work in All over the world.

โ–ถThe main applications for HSC in-situ concrete construction are in offshore structures, columns for tall buildings, long-span bridges and other highway structures

โ–ถThe main advantage is the reduction in size of compression elements and/or the amount of longitudinal reinforcement required.

โ–ถThe methods and technology for producing high strength concrete are not substantially different from those required for normal strength concrete.
The target water/cement ratio should be in the range 0.30โ€“0.35 or even lower.

โญ๏ธHSC can be produced with all of the cements and cement
replacements (additions).
A wide range of aggregates can be used though crushed rock aggregates (of suitably high crushing value) are preferable.
Superplasticisers / high range water reducers should be used to achieve maximum water reduction, although plasticisers may be adequate for lower strength HSC (C-60 to C-70)

โบSilica fume (microsilica) or metakaoline can be used to enhance the strength at high levels (C80 and above), but is not needed generally at the lower end (C60 to C80).

๐Ÿ’ซThe terms "High performance concrete" and "High strength concrete" are often taken to mean the same thing.

โบHowever, as indicated, "High performance" strictly relates to a concrete that has been designed to have good specific characteristics, such as high resistance to chloride ingress or high abrasion resistance.

โ–ถ๏ธAs a result it may also have a high strength, but this is not the main consideration.

@etconp
๐Ÿ‘13
๐Ÿ‘‰Why don't we use circular beams in construction or in structures?

๐Ÿ’ซBefore we look at the reasons, please have a look at the framed structure where the conventional Rectangular section has been adapted :                                                                                               
๐Ÿšง1.Formwork

Very difficult It has to be made out of either MS sheets or Aluminum sections.

Fixing it horizontally is more challenging since the base of the beam form work shall be semi circular.

The conventional methods of supporting with wooden CHABI is not suitable.

The Formwork shall need to have a provision on the top for pouring concrete.

๐Ÿšง2.The casting

Imagine that a conventional letter box is laid Horizontality and you have to pour concrete through the opening at the top.

The concrete has to be high slump concrete so that it moves to all crevices of the section.

Finishing the top portion of the beam shall be a highly skilled job.

๐Ÿšง3. The de -shuttering :

It shall not be possible to first strike off the sides and then the beam bottom .

The form work shall have to be removed in two halves after the concrete attains the strength.

โญ๏ธHope youโ€™re clear with certain difficulties associated with the circular sections.

@etconp
๐Ÿ‘12
๐Ÿ‘‰แŠ แˆˆแˆแŠ แ‰€แ แ‹จแˆ…แŠ•แŒป แŠ•แ‹ตแ แ‹แ‹ตแ‹ตแˆญ
แ‹แˆญแ‹แˆฉแŠ• แŠจแ‰ณแ‰ฝ แ‹ญแˆ˜แˆแŠจแ‰ฑแข

๐Ÿ’ซแ‹แ‹ตแ‹ตแˆฉ แˆˆแ‰ฐแˆ›แˆชแ‹Žแ‰ฝแฃ แˆˆแˆ…แŠ•แŒปแАแ‹ณแŠแ‹Žแ‰ฝแฃ แˆˆแˆ˜แˆ€แŠ•แ‹ฒแˆถแ‰ฝ แŠฅแŠ“ แˆˆแˆŒแˆŽแ‰ฝแˆ แŠญแแ‰ต แАแ‹แข

โญ๏ธ๐๐„๐– ๐Š๐€๐ˆ๐‘๐€ ๐‹๐Ž๐Ž๐‘๐Ž ๐€๐‘๐‚๐‡๐ˆ๐“๐„๐‚๐“๐”๐‘๐„ ๐‚๐Ž๐Œ๐๐„๐“๐ˆ๐“๐ˆ๐Ž๐

2025โ€™s Edition โ€“ Nursery School in Africa

We are thrilled to announce the opening of the 2025 Kaira Looro Architecture Competition! This yearโ€™s theme is the design of a Nursery School for rural areas in Sub-Saharan Africa. The aim is to create a safe, inclusive, and sustainable educational architeture where children can learn, play, and grow in an inspiring environment, promoting their development and well-being.

Participation is open to architects, students, designers, engineers, and anyone eager to contribute to this global cause. You can participate individually or as a team.

๐€๐–๐€๐‘๐ƒ๐’
As per tradition, the competition also aims to launch young architectural talents into the international arena by awarding prestigious prizes and professional growth opportunities. Some of the most significant awards include:
๐Ÿ๐ฌ๐ญ ๐๐ซ๐ข๐ณ๐ž: โ‚ฌ5,000 + Internship at Kengo Kuma & Associates in Japan + Construction.
๐Ÿ๐ง๐ ๐๐ซ๐ข๐ณ๐ž: โ‚ฌ2,000 + Internship at one of the following: Benedetta Tagliabue EMBT (Spain), Amanda Levete Architects (UK), or SBGA Blengini Ghirardelli (Italy).
๐Ÿ‘๐ซ๐ ๐๐ซ๐ข๐ณ๐ž: โ‚ฌ1,000 + Internship at one of the following: EMBT (Spain), ALA (UK), or SBGA (Italy).

Others awards: 2 honourable mentions, 5 special mentions, 20 finalists, 20 Top 50, International visibility, Exhibits in exhibitions, events and seminars, official certificates and many others.

๐‰๐”๐‘๐˜
The jury of Kaira Looro is made up of some of the worldโ€™s most renowned and award-winning architects worldwide, such as:Kengo Kuma (Kengo Kuma & Associates), Benedetta Tagliabue (Benedetta Tagliabue โ€“ EMBT Architects), Rafael Aranda, Carme Pigem, Ramรณn (RCR Arquitectes), Mario Cucinella (Mario Cucinella Architects), David Adjaye (Adjaye Associates),  Amanda Levete (Amanda Levete Architects), Manuel Aires Mateus (Aires Mateus Architects), Giancarlo Mazzanti (El Equipo Mazzanti), Agostino Ghirardelli (SBGA | Blengini Ghirardelli), Raul Pantaleo (TAM Associati), Emmanuelle Moureaux (Emmanuelle Moureaux Architecture + Design), Saad El Kabbaj, Driss Kettani, Mohamed Amine Siana

The Early Registration will open on 10th January 2024.

For this edition we are proud to collaborate with leading global media partners, including Archilovers, The Plan, Casabella, DesignBoom, Tectonica, World Architecture Community, Platform, Worl Architects, Amazing Architecture, A+E, Archiportale, Apsaidal, Go Architecture, E-Archtiect, Architektura & Biznes, Uche Okeke Legacy, Toffu, Archetype, Competitions Archi, Architektura, Wettbewrbe, Poject Baikal, Ru Archi.

All competition proceeds will be donated to support charity projects by Balouo Salo in Africa aimed to improve life condition if rural communities.

Join the competition and help build a brighter future.
Register now at www.kairalooro.com

@etconp
๐ŸŽ‰8๐Ÿ‘5
๐Ÿ‘‰แ‰ แ‹ฉแŠ“แ‹ญแ‰ตแ‹ต แˆตแ‰ดแ‰ตแˆต แŠฆแŠญแˆ‹แˆƒแˆ› แ‹แˆตแŒฅ แ‰ แŠ แˆœแˆชแŠซ แŠจแˆšแŒˆแŠ™ แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆ•แŠ•แƒแ‹Žแ‰ฝ แ‹จแˆšแ‰ แˆแŒฅ แŒแ‹™แ แ•แˆฎแŒ€แŠญแ‰ต แ‹จแ‰ แˆจแˆซ แŠฅแŠญแˆ แ‹ญแˆแŒฅแˆซแˆ แ‰ แˆšแˆ แˆแŠญแŠ•แ‹ซแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹ แˆ˜แˆตแ‰ฐแŒ“แŒ“แˆ แˆŠแˆแŒ แˆญแ‰ แ‰ต แ‰ฝแˆแˆแข

๐Ÿšง"The Legends Tower" แ‰ แˆšแˆ แ‹จแ‰ฐแˆฐแ‹จแˆ˜แ‹แŠ“ 581 แˆœแ‰ตแˆญ แˆญแ‹แˆ˜แ‰ต แ‹จแˆšแŠ–แˆจแ‹ แ‰ แŠฆแŠญแˆ‹แˆƒแˆ› แŠจแ‰ฐแˆ› แˆŠแŒˆแАแ‰ฃ แ‹จแАแ‰ แˆจแ‹ แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆ•แŠ•แƒ แ‰ แŠ’แ‹แ‹ฎแˆญแŠญ แŠจแ‰ฐแˆ› แŠจแˆšแŒˆแŠ˜แ‹แŠ“ แ‰ แŠ แˆœแˆชแŠซ แ‰€แ‹ณแˆšแ‹ แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆ•แŠ•แƒ แŠจแˆ†แАแ‹ World Trade Centre แ‰ 41 แˆœแ‰ตแˆญ แ‹จแˆšแˆจแ‹แˆ แАแ‹แข

๐Ÿ’ซแ‹จแŠฆแŠญแˆ‹แˆƒแˆ› แŠจแ‰ฐแˆ› แŠคแˆญแ–แˆญแ‰ถแ‰ฝ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แˆ•แŠ•แƒแ‹ แŠจแ‰ฐแŒˆแАแ‰ฃ แ‹จแŠ แ‹แˆฎแ•แˆ‹แŠ–แ‰ฝ แ‹จแ‰ แˆจแˆซ แˆฐแŠ แ‰ต แŠฅแŠ•แ‹ฒแŒจแˆแˆญ แ‹ซแ‹ฐแˆญแŒ‹แˆ แ‰ฅแˆˆแ‹‹แˆแข

๐ŸทแŒˆแŠ•แ‰ขแ‹Žแ‰น แ‹จแˆ•แŠ•แƒแ‹แŠ• แ‹ฒแ‹›แ‹ญแŠ• แˆฒแˆฐแˆฉ แ‰ แŠ แŠซแ‰ฃแ‰ขแ‹ แ‹จแˆšแŒˆแŠ˜แ‹แŠ• Rogers World Airport แŠฅแŠ“ Tinker Air Force Base แŒแŠ•แ‹›แ‰ค แ‹แˆตแŒฅ แˆ˜แŠญแ‰ฐแ‰ต แАแ‰ แˆจแ‰ฃแ‰ธแ‹ แ‰ฐแ‰ฅแˆแˆแข

@etconp
๐Ÿ‘23โค3๐Ÿฅฐ1