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๐Ÿ”จ World Construction Engineering
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แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

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


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โค3๐Ÿ‘2๐Ÿ”ฅ1
๐Ÿ‘‰Designing reinforcement bars for a box culvert involves careful consideration of various structural forces, moments, and the durability requirements of the structure.

๐Ÿ’ซBelow are the key steps and factors to consider:

๐Ÿšง1. Structural Analysis

Loading Conditions: Identify all loading conditions, including dead loads (self-weight), live loads (traffic, vehicular, and pedestrian loads), and hydrostatic pressure (water pressure).

Earth Pressure: Consider the lateral earth pressure acting on the side walls, top slab, and base slab. This depends on soil type, backfill height, and whether the culvert is buried.

Hydraulic Considerations: Account for the pressure exerted by water flow through the culvert.

๐Ÿšง2. Moment and Shear Force Distribution

Slab Design (Top and Bottom Slabs): The slabs are typically designed as one-way slabs for the shorter direction, considering the moments and shear forces generated by loads and earth pressure.

Wall Design: The side walls act as vertical cantilevered retaining walls. Shear and moment forces generated from the soil and water pressure must be considered in the design.

Reinforcement Requirements: Based on the moment and shear calculations, the amount of reinforcement needed for both longitudinal and transverse directions can be determined.

๐Ÿšง3. Reinforcement for Key Components

Top Slab Reinforcement:

The top slab resists traffic and live loads. It is designed as a one-way slab with reinforcement provided at the bottom (tension side) in the shorter span direction.

Depending on the analysis, some reinforcement may also be required at the top of the slab to handle negative moments near supports.

Bottom Slab Reinforcement:

The bottom slab resists upward soil pressure and sometimes buoyant forces when submerged. Reinforcement is placed at the top of the slab (tension zone) and in the longer span direction.

Side Wall Reinforcement:

Side walls act as vertical cantilevered beams subjected to lateral earth pressure.

@etconp
๐Ÿ‘19โค2
๐Ÿ‘‰DEFINITIONS

๐Ÿ’ซThe following terms shall have the meanings ascribed to them in this Section, wherever
they appear in the A Specifications.

๐Ÿšง1. Bill of Quantities: The document forming part of the Bid and containing an itemized
breakdown of the works to be carried out in a unit price contract, indicating a
quantity for each item and the corresponding unit price.

๐Ÿšง2. Contract Documents: The documents listed in the GCC, including all attachments,
appendices, and all documents incorporated by reference therein, and shall include
any amendments thereto.

๐Ÿšง3. Contract Price: The accepted Contract amount stated in the Procuring Entity's Letter of Acceptance.

The amount represents the initial estimate payable for the execution of the Works or such other sum as ascertained by the final statement of account as due to the Contractor under the Contract.

๐Ÿšง4. Contract: The binding Contract Agreement entered into between the Procuring
Entity and the Contractor, comprising Contract Documents referred to therein,
including all attachments, appendices, and all documents incorporated by reference
therein.

๐Ÿšง5. Contractor: A natural or juridical person under contract with a Procuring Entity to
supply Works.

๐Ÿšง6. Day-works: Varied work inputs subject to payment on an hourly basis for the
Contractor's employees and equipment, in addition to payment for associated
materials and plants.

๐Ÿšง7. Defect: Any part of the Works not completed in accordance with the Contract.

๐Ÿšง8. Drawings: The drawings of the Works, as included in the Contract, and any additional and modified drawings issued by (or on behalf of) the Procuring Entity in accordance with the Contract, include calculations and other information provided or approved by the Engineer for the carrying out of the works.

๐Ÿšง9. Engineer: A person named in the Special Conditions of Contract or appointed as such by the Procuring Entity and notified in writing to the Contractor to act as the representative of the Procuring Entity to supervise and inspect works and to test and examine the materials employed and the quality of workmanship, including any authorized representative of such person.

๐Ÿšง10. Equipment: The Contractor's machinery, vehicles, apparatus, components and any
other articles brought temporarily to the Site to construct the Works.

๐Ÿšง11. Final Acceptance Certificate: Certificate(s) issued by the Engineer to the Contractor at the end of the Defects Liability Period stating that the Contractor has completed its obligations to construct, complete, and maintain the Works concerned.

๐Ÿšง12. General Conditions of Contract: The general contractual provisions setting out the administrative, financial, legal and technical clauses governing the execution of the
Contract, except where amended by the SCC or Contract Agreement.

๐Ÿšง13. Materials: All supplies, including consumables, used by the Contractor for incorporation in the Works.

๐Ÿšง14. Procuring Entity: Public body, which is partly or wholly financed by the Federal Government Budget, higher education institutions, and public institutions of like
nature which has the powers and duties to conclude a Contract for the supply of
Works, as specified in the SCC.

๐Ÿšง15. Site: The places provided by the Procuring Entity where the Works are to be carried
out, and other places stated in the Contract as forming part of the site.

๐Ÿšง16. Special Conditions of Contract: The conditions attached to the Contract Agreement,which shall govern the Contract and shall prevail over these General Conditions of Contract.

๐Ÿšง17. Sub-Contractor: Any natural person, private or government entity, or a combination of the above, including its legal successors or permitted assigns who has a Contract with the Contractor to carry out a part of the Work in the Contract, which includes
work on the Site.

@etconp
๐Ÿ‘13โค10
๐Ÿ‘‰แˆˆแŒแŠ•แ‰ฃแ‰ณแ‹ แ‹˜แˆญแ แˆ˜แˆณแˆˆแŒฅ แˆšแŠ“ แ‹จแˆšแŒซแ‹ˆแ‰ต แ‹จแ•แˆ‹แˆตแ‰ฒแŠญ แŽแˆญแˆแ‹ˆแˆญแŠญ แˆแˆญแ‰ต แˆ‹แ‹ญ แ‹จแŒแŠ•แ‹›แ‰ค แˆ›แˆตแŒจแ‰ แŒซ แ‰ฐแŠซแˆ„แ‹ฐ

๐Ÿšงแ‰ แŒแŠ•แ‰ฃแ‰ณแ‹ แ‹˜แˆญแ แŒฅแˆซแ‰ตแŠ• แ‰ แˆ›แˆตแŒ แ‰ แ‰…แฃ แ‹ˆแŒญแŠ• แ‰ แˆ˜แ‰€แАแˆตแฃ แŒŠแ‹œแŠ• แ‰ แˆ˜แ‰†แŒ แ‰ฅ แŠฅแŠ“ แˆˆแŠ แŠซแ‰ฃแ‰ข แ‹ฐแˆ…แŠ•แАแ‰ต แˆ˜แŒ แ‰ แ‰… แŒ‰แˆแˆ… แˆšแŠ“ แˆ˜แŒซแ‹ˆแ‰ต แ‹จแˆšแ‰ฝแˆ แ‹จแ•แˆ‹แˆตแ‰ฒแŠญ แŽแˆญแˆแ‹ˆแˆญแŠญ แˆแˆญแ‰ต แˆ‹แ‹ญ แˆˆแ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ต แ‹จแŒแŠ•แ‹›แ‰ค แˆ›แˆตแŒจแ‰ แŒซ แˆ˜แˆญแˆƒ แŒแ‰ฅแˆญ แˆ˜แŒ‹แ‰ขแ‰ต 27/2017 แ‹“.แˆ แ‰ แˆตแŠซแ‹ญแˆ‹แ‹ญแ‰ต แˆ†แ‰ดแˆ แ‰ฐแŠซแˆ‚แ‹ทแˆแกแก

โบแ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แŠจแŠคแ‰ฝ แŠฌ แ‰ขแ‹แАแˆต แŒแˆฉแ• แŠƒ/แ‹จ/แ‹จแŒแˆ แˆ›แˆ…แ‰ แˆญ แŒ‹แˆญ แ‰ แˆ˜แ‰ฐแ‰ฃแ‰ แˆญ แ‰ แˆแˆญแ‰ฑ แˆ‹แ‹ญ แŒแŠ•แ‹›แ‰ค แˆˆแˆ˜แแŒ แˆญ แ‰ แ‰ฐแ‹˜แŒ‹แŒ€แ‹ แˆตแАแˆตแˆญแ‹“แ‰ต แˆ‹แ‹ญ แ‹จแ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ฐแ‰‹แˆ™ แˆ/แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แ‹ถ/แˆญ แˆ™แ‹“แ‹ แ‰ แ‹ตแˆฉ แ‰ แŠญแ‰ฅแˆญ แŠฅแŠ•แŒแ‹ตแАแ‰ต แ‰ฃแ‹ฐแˆจแŒ‰แ‰ต แ‹จแˆ˜แŠญแˆแ‰ป แŠ•แŒแŒแˆญ แŠคแ‰ฝ แŠฌ แ‰ขแ‹แАแˆต แŒแˆฉแ• แˆˆแˆ€แŒˆแˆซแ‹Š แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹ แŠฅแŠ“  แˆˆแˆ›แŠ•แ‹แŠญแ‰ธแˆชแŠ•แŒ แ‹˜แˆญแ แ‰ตแˆแ‰… แ‰ฅแˆตแˆซแ‰ตแŠ• แ‹ญแ‹ž แˆ˜แŒฅแ‰ทแˆ แ‰ฅแˆˆแ‹‹แˆแกแก

โบแ‰ฐแ‰‹แˆ™ แˆˆแŒแŠ•แ‰ฃแ‰ณ แŒแ‰ฅแŠ แ‰ต แ‹ญแ‹žแ‰ต แ‹จแˆ˜แŒฃแ‹ แ‹จแ•แˆ‹แˆตแ‰ฒแŠญ แŽแˆญแˆแ‹ˆแˆญแŠญ แ‰ดแŠญแŠ–แˆŽแŒ… แˆแ‰น แฃ แ‰€แˆ‹แˆแฃ แ‹ˆแŒญ แ‰†แŒฃแ‰ข แŠฅแŠ“ แŠจแŠ แŠซแ‰ฃแ‰ข แŒ‹แˆญ แˆตแˆแˆ แˆตแˆˆแˆ˜แˆ†แŠ‘แŠ“ แ‰ แ‹šแˆ… แˆจแŒˆแ‹ต แˆแˆญ แ‰€แ‹ณแŒ… แ‹แ‰ฅแˆชแŠซแАแ‰ฑแŠ• แ‹ถ/แˆญ แˆ™แ‹“แ‹ แ‰ แ‹ตแˆฉ แŒˆแˆแ€แ‹‹แˆแกแก

โบแ‰ แ‰ฐแŒจแˆ›แˆชแˆ แ‹จแ‰ฐแ‰‹แˆ™ แˆแˆญแ‰ต แŒˆแ‰ข แˆแˆญแ‰ตแŠ• แ‰ แˆ€แŒˆแˆญ แ‹แˆตแŒฅ แŠ แ‰…แˆ แ‰ แˆ˜แ‰ฐแŠซแ‰ตแŠ“ แ‹จแ‹แŒญ แˆแŠ•แ‹›แˆชแŠ• แ‰ แˆ›แˆตแ‰€แˆจแ‰ตแฃ แ‹จแˆตแˆซ แ‹•แ‹ตแˆแŠ• แ‰ แˆ˜แแŒ แˆญแฃ แ‰ แˆจแˆƒแˆ›แАแ‰ตแŠ• แ‰ แˆ˜แŠจแˆ‹แŠจแˆแฃ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚ แˆฝแŒแŒแˆญแŠ• แ‹•แ‹แŠ• แ‰ แˆ›แ‹ตแˆจแŒ แˆจแŒˆแ‹ต แˆšแŠ“แ‹ แ‹จแŒŽแˆ‹ แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆแ€แ‹‹แˆแกแก

๐Ÿทแ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ แˆ˜แŠ•แŒแˆตแ‰ต แŠจแ‰ฐแˆฐแŒกแ‰ต แ‰ฐแˆแ‹•แŠฎแ‹Žแ‰ฝ แ‹แˆตแŒฅ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แŒฅแˆซแ‰ตแŠ• แˆ›แˆตแŒ แ‰ แ‰…แฃ แ‹จแŒŠแ‹œแŠ“ แ‹จแŒแ‰ฅแŠ แ‰ต แ‰ฅแŠญแАแ‰ตแŠ• แˆ˜แŠจแˆ‹แŠจแˆ แŠ แŠ•แ‹ฑ แ‹“แˆ‹แˆ›แ‹ แˆ˜แˆ†แŠ‘แŠ• แ‹ซแ‹ˆแˆฑแ‰ต แˆ/แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฉ แ‰ แ‹šแˆ… แˆจแŒˆแ‹ต แˆšแŠ“ แŠจแˆšแŒซแ‹ˆแ‰ฑ แ‹จแŒแˆ แŠ แˆแˆšแ‹Žแ‰ฝ แŒ‹แˆญ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ฐแ‰‹แˆ™ แ‰ แŠ แŒ‹แˆญแАแ‰ต แˆ˜แˆตแˆซแ‰ตแŠ• แŠ แŒ แŠ“แŠญแˆฎ แŠฅแŠ•แ‹ฐแˆšแ‰€แŒฅแˆแˆ แŠ แˆตแŒˆแŠ•แ‹˜แ‰ แ‹‹แˆแกแก

โบแˆ˜แŠ•แŒแˆตแ‰ต แ‹จแŒแˆ‰ แ‹˜แˆญแ แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹•แ‹ตแŒˆแ‰ต แˆ‹แ‹ญ แ‹ตแˆญแˆป แŠฅแŠ•แ‹ณแˆˆแ‹ แˆ™แˆ‰ แŠฅแˆแАแ‰ต แ‹ซแˆˆแ‹ แ‰ แˆ˜แˆ†แŠ‘ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹แŠ• แ‰ แˆ›แˆณแˆˆแŒฅ แˆจแŒˆแ‹ต แˆฐแŠ แˆšแŠ“ แŠฅแŠ•แ‹ฐแˆšแŒ แ‰ แ‰…แ‰ฃแ‰ธแ‹แˆ แŠ แˆตแˆแˆจแ‹แ‰ แ‰ณแˆแกแก 

โบแ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ แ‰ฐแˆฐแŒ แ‹ แ‰ฐแˆแ‹•แŠฎ แŠ แŠ•แƒแˆญ แ‹˜แˆญแ‰แŠ• แˆˆแˆ›แ‹˜แˆ˜แŠ•แŠ“ แŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แˆˆแˆ›แˆแˆ›แ‰ต แŠจแˆšแ‰ฐแŒ‰ แŠ แŠซแˆ‹แ‰ต แŒ‹แˆญ แ‰ แŠ แŒ‹แˆญแАแ‰ตแฃ แ‰ แ‰ตแ‰ฅแ‰ฅแˆญ แŠฅแŠ“ แ‰ แŠ แ‰ฅแˆฎแАแ‰ต แŠฅแŠ•แ‹ฐแˆšแ‰ฐแŒ‹แˆ แŠ แˆจแŒ‹แŒแŒ แ‹‹แˆแกแก

โบแ‹จแ‹˜แˆญแ‰ แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ตแˆ แŠคแ‰ฝ แŠฌ แ‰ขแ‹แАแˆต แŒแˆฉแ• แŠ แ‹ฒแˆต แ‹ซแˆตแ‰ฐแ‹‹แ‹ˆแ‰€แ‹แŠ• แ‹จแ•แˆ‹แˆตแ‰ฒแŠญ แŽแˆญแˆแ‹ˆแˆญแŠญ แˆแˆญแ‰ต แ‰ แˆ›แˆตแ‰ฐแ‹‹แ‰…แŠ“ แŒแŠ•แ‹›แ‰ค แ‰ แˆ˜แแŒ แˆญ แŠฅแŠ•แ‹ฒแˆแˆ แˆแˆญแ‰ฑแŠ• แ‰ แˆ˜แŒ แ‰€แˆ แˆจแŒˆแ‹ต แ‹จแŒ‹แˆซ แˆญแ‰ฅแˆญแ‰ฅ แŠฅแŠ•แ‹ฒแ‹ซแ‹ฐแˆญแŒ‰ แ‹ถ/แˆญ แˆ™แ‹“แ‹ แ‰ แ‹ตแˆฉ แŒฅแˆช แŠ แˆตแ‰ฐแˆ‹แˆแˆแ‹‹แˆแกแก

โบแ‰ แˆตแАแˆตแˆญแŠ แ‰ฑ แˆ‹แ‹ญ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆ˜แŠ•แŒแˆตแ‰ณแ‹Š แ‰ฐแ‰‹แˆ›แ‰ต แ‹จแˆตแˆซ แŠƒแˆ‹แŠแ‹Žแ‰ฝ แฃ แ‹จแ‹˜แˆญแ‰ แˆแ‹ฉ แˆแ‹ฉ แˆ™แ‹ซ แˆ›แˆ…แ‰ แˆซแ‰ต แ‰ฐแ‹ˆแŠซแ‹ฎแ‰ฝแฃ แ‹จแˆตแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแฃ แ‹จแˆชแˆแˆตแ‰ดแ‰ต แŠ แˆแˆšแ‹Žแ‰ฝ แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ต แ‰ฐแˆณแ‰ตแˆแ‹‹แˆแกแก

@etconp
๐Ÿ‘8โค2
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๐Ÿ‘‰แ‰ปแ‹ญแŠ“ แ‹จแ‹“แˆˆแˆ แˆจแŒ…แˆ™แŠ• แ‹จแ‹ตแˆแ‹ตแ‹ญ แŒแŠ•แ‰ฃแ‰ณ แŠฅแ‹ซแŒˆแ‰ฃแ‹ฐแ‹ฐแ‰ฝ แАแ‹

๐Ÿšงแ‰ แˆ˜แŒชแ‹ แˆฐแŠ” แ‹จแˆšแŠจแˆแ‰ฐแ‹ แ‰ แŒ“แŠ•แŒ แŒแ‹›แ‰ต แˆแ‹‹แŒ‚แ‹ซแŠ•แŒ แ‰ณแˆ‹แ‰… แˆธแˆˆแ‰† แˆ‹แ‹ญ แ‹จแ‰ฐแˆ แˆซแ‹ แ‹จแ‰ฅแˆจแ‰ต แ‹ตแˆแ‹ตแ‹ญ 2 แˆบแˆ… 890 แˆœแ‰ตแˆญ แˆญแ‹แˆ˜แ‰ต แ‹ซแˆˆแ‹ แˆฒแˆ†แŠ• แŠจแ‰ฃแˆ…แˆญ แŒ แˆˆแˆ แ‰ แˆ‹แ‹ญ แ‹จ625 แˆœแ‰ตแˆญ แŠจแแ‰ณ แŠ แˆˆแ‹แข

๐Ÿ’ซแ‹ตแˆแ‹ตแ‹ฉ แ‹จ70 แ‹ฐแ‰‚แ‰ƒ แŒ‰แ‹žแŠ• แ‹ˆแ‹ฐ 1 แ‹ฐแ‰‚แ‰ƒ แ‹จแŒ‰แ‹ž แŒŠแ‹œ แŠฅแŠ•แ‹ฐแˆšแ‰€แ‹ญแˆญ แ‹จแ‰ปแ‹ญแŠ“ แˆšแ‹ฒแ‹ซ แ‹˜แŒแ‰งแˆแข

@etconp
โค17๐Ÿ‘14๐Ÿ”ฅ3๐ŸŽ‰2
๐Ÿ‘‰Steel is one of the most essential materials in construction due to its strength, durability, and versatility.

๐Ÿ’ซHere are the key details construction workers need to know about steel:

๐Ÿšง1. Types of Steel Used in Construction

โบMild Steel (MS) โ€“ Most commonly used, offers good strength and flexibility.

โบReinforced Steel (Rebar) โ€“ Used in concrete reinforcement to improve tensile strength.

โบStructural Steel โ€“ Includes beams, columns, and plates used in frameworks.

โบStainless Steel โ€“ Resistant to corrosion, used in special structures or exposed environments.

โบHigh-Strength Low-Alloy Steel (HSLA) โ€“ Lighter and stronger, used in high-rise buildings and bridges.

๐Ÿšง2. Common Steel Shapes and Uses

โบRebars (Reinforcing Bars) โ€“ Strengthen concrete structures.

โบI-Beams (H-Beams) โ€“ Used in structural frameworks.

โบAngle Bars โ€“ Provide support in construction joints.

โบSteel Plates โ€“ Used for floors, walls, and load-bearing surfaces.

โบPipes & Tubes โ€“ Used in plumbing, scaffolding, and structural support.

๐Ÿšง3. Advantages of Steel in Construction

โบHigh Strength โ€“ Can support heavy loads and resist deformation.

โบDurability โ€“ Long-lasting and withstands extreme weather conditions.

โบFlexibility โ€“ Can be molded into various shapes for different construction needs.

โบRecyclability โ€“ Environmentally friendly as it can be reused.

โบFire Resistance โ€“ With proper treatment, it can withstand high temperatures.

๐Ÿšง4. Common Applications in Construction

โบBuildings & Skyscrapers โ€“ Frameworks, reinforcements, and load-bearing structures.

โบBridges โ€“ Structural supports and reinforcements.

โบRoads & Highways โ€“ Reinforced concrete and guardrails.

โบIndustrial Structures โ€“ Warehouses, factories, and power plants.

๐Ÿšง5. Handling & Safety Precautions

โบWear Protective Gear โ€“ Gloves, helmets, and boots to prevent injuries.

โบProper Lifting Techniques โ€“ Use cranes or multiple workers for heavy loads.

โบWelding Safety โ€“ Use protective eyewear and ventilation when working with steel.

โบRust Prevention โ€“ Store steel in dry places and apply coatings if needed.

@etconp
๐Ÿ‘20โค8๐Ÿ”ฅ1
๐Ÿ‘‰Concrete Admixtures

๐Ÿ’ซIn concrete mix design, Superplasticizers, Accelerators, and Retarders are key admixtures that modify the properties of fresh and hardened concrete.

โญ๏ธHereโ€™s a breakdown of each:

โšก๏ธ1. Superplasticizer (High-Range Waters Reducer)

โบPurpose:

Increases workability without adding extra water.

Reduces the water-cement ratio, enhancing strength and durability.

Helps in producing self-consolidating concrete (SCC).

โบTypes:

Sulfonated Melamine Formaldehyde (SMF)

Sulfonated Naphthalene Formaldehyde (SNF)

Polycarboxylate Ether (PCE) โ€“ Most advanced, high efficiency

โบDosage: Typically 0.1โ€“2% by weight of cement.

๐Ÿ“Advantages:

Improves slump without compromising strength.

Reduces segregation and bleeding.

Enhances durability and resistance to sulfate/chloride attack.

โšก๏ธ2. Accelerator

โบPurpose:

Speeds up the setting time and early strength development.

Useful in cold weather concreting.

Helps in rapid repairs and early formwork removal.

โบTypes:

Calcium Chloride (CaClโ‚‚) โ€“ Common but not recommended for reinforced concrete due to corrosion risk.

Non-chloride accelerators (Calcium Nitrate, Calcium Formate, Sodium Thiocyanate, etc.) โ€“ Safer for reinforced concrete.

โบDosage: 1โ€“3% by weight of cement.

๐Ÿ“Advantages:

Faster setting and early strength gain.

Reduces bleeding and shrinkage cracking.

Increases freeze-thaw resistance in cold climates.

โšก๏ธ3. Retarder

โบPurpose:

Delays setting time to prevent premature hardening.

Useful in hot weather to avoid rapid hydration.

Helps in large pours or long transportation times.

โบTypes:

Lignosulfonates

Hydroxycarboxylic acids (e.g., tartaric acid, citric acid)

Sugars (like glucose-based compounds in small amounts)

โบDosage: 0.1โ€“1.5% by weight of cement.

๐Ÿ“Advantages:

Extends workability time.

Reduces heat of hydration in mass concreting.

Improves surface finishing by preventing cold joints.

Choosing the Right Admixture

For high-strength concrete โ†’ Use superplasticizer (PCE preferred).

For cold weather โ†’ Use a non-chloride accelerator.

For hot weather or long transport โ†’ Use a retarder.

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๐Ÿ‘16โค7
๐Ÿ‘‰แ‹จแАแ‰€แˆแ‰ต -แ‰กแˆฌแฃ แŠญแแˆ 1แก แАแ‰€แˆแ‰ต - แŠ แŠ•แŒˆแˆญ แŒ‰แ‰ฒแŠ• -แŠ แŠ•แ‹ถแ‹ด แ‹จแŠ แˆตแ‹แˆแ‰ต แŠฎแŠ•แŠญแˆชแ‰ต แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ต แ‰ แŠ แŒ แˆจ แŒŠแ‹œ  แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‹จแ‰ฐแˆฐแˆซ แАแ‹

๐Ÿšงแ‰ แŠฆแˆฎแˆšแ‹ซ แŠญแˆแˆ แˆแˆตแˆซแ‰… แ‹ˆแˆˆแŒ‹ แ‹žแŠ• แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ˜แ‹  86.1 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแˆจแ‹แˆ˜แ‹  แ‹จแАแ‰€แˆแ‰ต - แŠ แŠ•แŒˆแˆญ แŒ‰แ‰ฒแŠ• -แŠ แŠ•แ‹ถแ‹ด แ‹จแŠ แˆตแ‹แˆแ‰ต แŠฎแŠ•แŠญแˆชแ‰ต แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ตแŠ• แ‰ แŠ แŒ แˆจ แŒŠแ‹œ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‹จแ‰ฐแˆฐแˆซ แ‹ญแŒˆแŠ›แˆแข

แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ฑ  แˆ˜แАแˆปแ‹แŠ• แАแ‰€แˆแ‰ต แŠจแ‰ฐแˆ› แŠ แ‹ตแˆญแŒŽ แŠฅแˆตแŠจ แŠ แŠ•แ‹ถแ‹ด  แ‹จแˆšแ‹˜แˆแ‰… แАแ‹แข

แ‰ แŠฅแˆตแŠซแˆแŠ‘  แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซ  แ‹จแŠ แˆตแ‹แˆแ‰ต แŠ•แŒฃแ (21 แŠช.แˆœ) แŠ แˆแˆญ แ‰†แˆจแŒฃ แŠฅแŠ“ แˆ™แˆŒแ‰ต (25.23 แŠช.แˆœ)แฃ แ‹จแ‹ตแˆฌแŠ”แŒ… แˆตแˆซแ‹Žแ‰ฝ( 69%)แฃ แˆฐแ‰ฅ แ‰คแ‹ แŠ•แŒฃแ  (22 แŠช.แˆœ)แฃ แ‰คแ‹ แŠฎแˆญแˆต แŠ•แŒฃแ ( 21 แŠช.แˆœ) แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แˆญแŠซแ‰ณ แ‹จแˆตแ‰ตแˆซแŠญแ‰ธแˆญ แˆตแˆซแ‹Žแ‰ฝ แŠฅแ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‹ญแŒˆแŠ›แˆแข
 
แˆˆแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆตแˆแŒธแˆšแ‹ซ แ‹จแˆšแ‹แˆˆแ‹แŠ• แŒˆแŠ•แ‹˜แ‰ฅ 1,948,446,483.18 (แŠ แŠ•แ‹ต แ‰ขแˆŠแ‹ฎแŠ• แ‹˜แŒ แŠ แˆ˜แ‰ถ แŠ แˆญแ‰ฃ แˆตแˆแŠ•แ‰ต แˆšแˆŠแ‹ฎแŠ• แŠ แˆซแ‰ต แˆ˜แ‰ถ แŠ แˆญแ‰ฃ แˆตแ‹ตแˆตแ‰ต แˆบแˆ… แŠ แˆซแ‰ต แˆ˜แ‰ถ แˆฐแˆ›แŠ•แ‹ซ แˆถแˆตแ‰ต แ‰ฅแˆญ แŠจแŠ แˆตแˆซ แˆตแˆแŠ•แ‰ต แˆณแŠ•แ‰ฒแˆ) แ‰ฅแˆญ แ‹จแˆšแˆธแˆแАแ‹  แ‰ แŠ แˆˆแˆ แ‰ฃแŠ•แŠญ แАแ‹ แข

แ‹จแŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ฑแŠ• แŠฅแ‹ซแŠซแˆ„แ‹ฐ แ‹จแˆšแŒˆแŠ˜แ‹  แ‰พแŠ•แŒแŠชแŠ•แŒ แŠขแŠ•แ‰ฐแˆญแŠ“แˆฝแŠ“แˆ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠฎแˆญแ–แˆฌแˆฝแŠ• แˆฒแˆ†แŠ• แ‹จแˆ›แˆ›แŠจแˆญ แŠฅแŠ“ แ‹จแ‰แŒฅแŒฅแˆญ แˆตแˆซแ‹แŠ• แ‹ฐแŒแˆž แˆฌแŠ“แˆญแ‹ดแ‰ต แŠจแ‹ฉแŠ“แ‹ญแ‰ตแ‹ต แŠ แˆ›แŠซแˆช แˆ˜แˆแŠ•แ‹ฒแˆถแ‰ฝ (แ‹ฉแŠ’แŠฎแŠ•) แŠƒ.แ‹จแ‰ฐ.แ‹จแŒ.แˆ›. แŒ‹แˆญ แ‰ แŒฃแˆแˆซ แ‰ แˆ˜แˆ†แŠ• แŠฅแ‹ซแŠจแŠ“แ‹ˆแŠ‘แ‰ต แ‹ญแŒˆแŠ›แˆ‰แข

แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แŠ แˆตแ‹แˆแ‰ต แŠฎแŠ•แŠญแˆชแ‰ต แˆ˜แŒˆแŠ•แ‰ฃแ‰ฑ แˆˆแŠ แŠซแ‰ฃแ‰ขแ‹ แˆ›แˆ…แ‰ แˆจแˆฐแ‰ฅแˆ แˆ†แА แˆˆแˆ˜แˆตแˆ˜แˆฉ แ‰ฐแŒ แ‰ƒแˆšแ‹Žแ‰ฝ แŠจแแ‰ฐแŠ› แŠขแŠฎแŠ–แˆšแ‹ซแ‹Š แŠฅแŠ“ แˆ›แˆ…แ‰ แˆซแ‹Š แŠฅแ‹ตแŒˆแ‰ต แˆ‹แ‹ญ แŠจแแ‰ฐแŠ› แˆˆแ‹แŒฅแŠ• แ‹ซแˆ˜แŒฃแˆแข

แ‰ แ‰ฐแŒจแˆ›แˆชแˆ  แ‹จแАแ‰€แˆแ‰ตแฃ แŒ‰แ‹ณแ‰ฑ แ‚แŒˆแฃ แˆแŠจแฃ แŠ แŠ•แŒˆแˆญ แŒ‰แ‰ฒแŠ•แŠ“ แŠ แŠ•แ‹ถแ‹ด แŠจแ‰ฐแˆžแ‰ฝแŠ• แ‰ แŠ แˆตแ‹แˆแ‰ต แŠฎแŠ•แŠญแˆชแ‰ต แˆ˜แАแŒˆแ‹ต แ‹จแˆšแ‹ญแŒˆแŠ›แŠ แ‹ญแˆ†แŠ“แˆแข

Via ERA

@etconp
๐Ÿ‘11โค5
2149. The fresh concreteโ€™s tendency for the cement base in the mixture to raise to the surface during placement and compacting from main mass is referred to as its
Anonymous Quiz
52%
(a) Bleeding
10%
(b) Bulking
9%
(c) Creep
29%
(d) Segregation
๐Ÿ‘15
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

Tel: 0961955555
Address: Signal, around signal mall
๐Ÿ‘7
๐Ÿ‘‰Construction Material Market Update โ€“ March 15, 2025

๐Ÿ’ซPrice Of Reinforcement Bar

@etconp
๐Ÿ‘10โค3๐ŸŽ‰1
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โ™ง แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

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

โ™ง แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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๐Ÿฅฐ5๐Ÿ‘2
๐Ÿ‘‰แ‹จแˆ…แ‹ณแˆดแ‹ แŒแ‹ตแ‰ฅ 2% แ‰€แˆช แˆตแˆซแ‹Žแ‰ฝ แŠ แŠ•แ‹ฑ!

๐Ÿ’ซแ‹จแˆ…แ‹ณแˆดแ‹ แŒแ‹ตแ‰ฅ แ‹จแˆ‹แ‹ญแŠ›แ‹ แˆ˜แ‹ฐแ‰ฅ แŠจแŒซแ แŠฅแˆตแŠจ แŒซแ 4 แˆ˜แŠชแŠ–แ‰ฝ แˆ›แŠ•แ‰€แˆณแ‰€แˆต แ‹จแˆšแ‰ฝแˆ แˆ˜แŠ•แŒˆแ‹ต แŠ แˆˆแ‹::

๐Ÿšงแ‹ญแˆ… แˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆƒแˆ แˆ‹แ‹ญ แŠจแŒแ‹ตแ‰ก แˆ‹แ‹ญ แ‰ แˆšแˆแˆต แ‹แˆƒ แŠฅแŠ•แ‹ณแ‹ญแˆตแ‰ฐแŒ“แŒŽแˆ แ‹จแŒแ‹ตแ‰ก แ‹จแˆ˜แˆ€แŠจแˆˆแŠ›แ‹ แŠญแแˆ 400 แˆœแ‰ตแˆญ แ‹ตแˆแ‹ตแ‹ญ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃแˆˆแ‰ต แ‹ญแŒˆแŠ›แˆ::

๐Ÿ”ฐแŠจแ‹šแˆ… แ‰ แŠแ‰ต แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แˆตแˆซแ‹Žแ‰ฝ แŠจแ‹ตแˆแ‹ตแ‹ฉ แ‰ แˆ˜แ‹แˆจแ‹ต แŠจแŠ แŠ•แ‹ฑ แŒซแ แ‹ˆแ‹ฐ แ‹ตแˆแ‹ตแ‹ฉ แŒซแ แ‹จแˆšแ‹ฐแˆจแŒ แŠฅแŠ•แ‰…แˆตแ‰ƒแˆด แŠ แˆแŠ• แŠจแ‹ตแˆแ‹ตแ‹ฉ แˆณแ‹ญแ‹ˆแˆจแ‹ต แ‰ แŠฅแŠ“แ‰ฑ แˆ‹แ‹ญ แŠจแŒซแ แŠฅแˆตแŠจ แŒซแ แˆ˜แŒ“แ‹ แ‹ญแ‰ปแˆ‹แˆ แˆˆแ‹šแˆ…แˆ แ‹จ400 แˆœแ‰ตแˆญ แ‹ตแˆแ‹ตแ‹ญ แŠฅแŠ“แ‰ฑ แˆ‹แ‹ญ แ‰ แˆ˜แŒ แŠ“แ‰€แ‰… แˆ‹แ‹ญ แ‹ญแŒˆแŠ›แˆ::

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๐Ÿ‘11โค5