More than a manufacturer — we are the standard the world trusts.
SIW is a leading producer of PC Strand and PC Wire, trusted by global-scale projects.
We go beyond products — focusing on quality, safety, and service excellence.
That’s why SIW holds the No.1 market share in Thailand’s prestressed steel wire industry.
05-07-2023
How deep should the pile be drilled to ensure safety?Piles are an essential component used to support and transfer the weight and load of a building to the ground. The load transfer of a pile occurs through the frictional resistance between the pile surface and the surrounding soil or through direct load transfer to the underlying soil or bedrock. The main purpose of using piles is to prevent the building or structure from settling or sinking into the ground. For small-scale buildings, the piles used are generally shorter in length and fewer in number. However, larger buildings may require a greater number of piles or longer piles to transfer the load to deeper layers of soil and bear a higher load capacity. If the pile extends to the level of hard soil, it can directly transfer the load from the building to the hard soil layer. How do piles bear the load?Piles bear the load through two main types of forces: "skin friction" and "end bearing." 1. Skin Friction: This force is generated by the frictional resistance between the pile surface and the surrounding soil. The magnitude of this force depends on the type of soil (each soil type has different skin friction properties) and the characteristics of the pile surface. 2. End Bearing: This force occurs at the pile tip, where the pile rests on a firm soil layer. The magnitude of this force depends on the type of soil, such as the presence of voids between soil particles. Soils with more voids have a lower load-bearing capacity, while compacted sands have a higher load-bearing capacity. In general pile design, for skin friction piles, the focus is on the size and length of the pile to generate sufficient lateral friction to support the applied load. For end bearing piles, the design aims to have the pile sit on a compacted sand layer. Types of piles used in construction can be broadly categorized into three main types based on their manufacturing and usage characteristics: 1. Spun Piles: These piles are produced by spinning concrete in a mold at high speed. This process results in a dense and strong concrete core with embedded steel reinforcement. Spun piles can be driven or drilled and are suitable for high-rise buildings that require strength to withstand wind loads and earthquakes. 2. Bored Piles: Bored piles are constructed by drilling a hole and then placing steel reinforcement and concrete into the drilled hole. They come in various lengths and sizes as specified. Bored piles are suitable for projects that require high strength and load capacity. 3. Prestressed Concrete (PC) Piles: PC piles are manufactured by placing concrete into a mold that contains prestressed steel wires or strands. The concrete is then compressed to enhance its strength. PC piles are used in construction projects that require high strength and durability in various environmental conditions. Siam Wire Industries (SIW) offers PC Wire and PC Strand, which are the primary components used in the production of prestressed concrete piles. SIW has gained recognition in over 50 countries worldwide and provides post-sales services, including on-site wire pulling tests for customers. These services ensure customer confidence in using SIW's prestressed wire products. PC Wire: [Link to SIW's PC Wire product page] (https://www.siw.co.th/en/product-detail/pc-wire) PC Strand: [Link to SIW's PC Strand product page] (https://www.siw.co.en/th/product-detail/pc-strand)
21-07-2026
ðâ―ïļ Winner Announcement – FIFA World Cup 2026 Prediction Campaign â―ïļðCongratulations to all 10 lucky winners who participated in our FIFA World Cup 2026 Prediction Campaign and won special prizes from SIW! ððð To claim your prize, please send the following information via SIW Facebook Inbox:- Full Name- Contact NumberðĐ Please confirm your eligibility by 26 July 2026. Click >> Facebook<< â ïļ If prize confirmation is not received within the specified period, SIW reserves the right to reallocate the prize to other eligible participants as deemed appropriate.ð Thank you to everyone who joined the campaign. Stay tuned for more exciting activities and opportunities from SIW in the future!
26-12-2024
Stepping Towards a Sustainable Future with Electric Vehicles To support our ESG goals, SIW has transitioned to using electric vehicles within the factory, including Electric Trucks and Electric Forklifts. This initiative is part of our commitment to reducing environmental impact and building a sustainable future.
16-03-2026
Another success from the SIW R&D Innovation Center with the development of 4.7 mm Individual Galvanized Wire for Suspension Bridge Main Cable applications. Designed with key mechanical properties required for bridge construction: ðŠ High Strength ð High Torque ðĄïļ Excellent Corrosion Resistance With SIW technical expertise, we continue to develop products beyond PC Wire and PC Strand, delivering high-quality steel wire solutions that meet the evolving needs of our customers. ðĪðïļ Contact us today through any of the channels below ð +66 81 170 2571 Line: @siwthailand
16-12-2025
Our PC Strand for Segmental Box Girder bridge structures is suitable for actual operating conditions. It has passed relaxation testing at internationally standardized temperatures, ensuring reliable resistance to fatigue from long-term bridge use. Moreover, our product is certified with EPD (Environmental Product Declaration), reinforcing our commitment to environmentally friendly manufacturing.With these outstanding properties, PC Strand from SIW delivers strength, safety, and long-term durability for bridge girder structures.#PCStrand #PCWire #SIW #StandardWire #Bridge #SegmentalBoxGrider
30-07-2024
āļāļ§āļēāļĄāđāļāļāļāđāļēāļāļĢāļ°āļŦāļ§āđāļēāļ Pre-tension āļāļąāļ Post-tension 1. āđāļ§āļĨāļēāđāļāļāļēāļĢāļāļķāļāđāļĢāļ: - pre-tension: āļĨāļ§āļ pc wire / pc strand āļāļ°āļāļđāļāļāļķāļāļāđāļāļāļāļēāļĢāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ - post-tension: āļĨāļ§āļ pc wire / pc strand āļāļ°āļāļđāļāļāļķāļāļŦāļĨāļąāļāļāļēāļāļāļāļāļāļĢāļĩāļāđāļāđāļāļāļąāļ§āđāļĨāđāļ§ 2. āļŠāļāļēāļāļāļĩāđ: - pre-tension: āļĄāļąāļāļāļģāđāļāđāļĢāļāļāļēāļ - post-tension: āļĄāļąāļāļāļģāđāļāļŠāļāļēāļāļāļĩāđāļāđāļāļŠāļĢāđāļēāļ 3. āļāļ§āļēāļĄāļĒāļ·āļāļŦāļĒāļļāđāļ: - pre-tension: āļĄāļĩāļāļ§āļēāļĄāļĒāļ·āļāļŦāļĒāļļāđāļāļāđāļāļĒāļāļ§āđāļēāđāļāļ·āđāļāļāļāļēāļāļāļāļāđāļāļĢāļ°āļāļāļāļāļđāļāļāļĨāļīāļāļĨāđāļ§āļāļŦāļāđāļēāđāļĨāļ°āļāļāļŠāđāļāđāļāļāļĩāđāļŠāļāļēāļāļāļĩāđ - post-tension: āļĄāļĩāļāļ§āļēāļĄāļĒāļ·āļāļŦāļĒāļļāđāļāļĄāļēāļāļāļ§āđāļē āļāđāļ§āļĒāđāļŦāđāļŠāļēāļĄāļēāļĢāļāļāļĢāļąāļāđāļāđāļāđāļĨāļ°āļāļāļāđāļāļāļāļąāļāļāđāļāļāđāļāļŠāļāļēāļāļāļĩāđāđāļāđ 4. āļāļēāļĢāđāļāđāļāļēāļ: - pre-tension: āđāļŦāļĄāļēāļ°āļŠāļģāļŦāļĢāļąāļāļāļāļāđāļāļĢāļ°āļāļāļāļāļĩāđāļāļĨāļīāļāļĄāļēāļāļĢāļāļēāļāđāļĨāļ°āļāļģāļāļ§āļāļĄāļēāļ - post-tension: āđāļŦāļĄāļēāļ°āļŠāļģāļŦāļĢāļąāļāđāļāļĢāļāļāļēāļĢāļāļāļēāļāđāļŦāļāđāđāļĨāļ°āļāļąāļāļāđāļāļāļāļĩāđāļāđāļāļāļāļēāļĢāļāļēāļĢāļāļĢāļąāļāđāļāđāļ 5. āļāļļāļāļāļĢāļāđ: - pre-tension: āļāđāļāļāđāļāđāđāļāđāļāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļāļĒāļēāļ§ - post-tension: āļāđāļāļāđāļāđāļāļļāļāļāļĢāļāđāļāļķāļāđāļĢāļāļāļīāđāļĻāļĐāđāļĨāļ°āļāļļāļāļāļĢāļāđāļāļĢāļāļāļāđāļ Pre-tension āđāļ pre-tension āļŠāļēāļĒāđāļāđāļāļīāļĨāļŦāļĢāļ·āļāđāļŠāđāļāļĨāļ§āļāđāļŦāļĨāđāļāļāļ°āļāļđāļāļāļķāļāļāđāļāļāļāļĩāđāļāļāļāļāļĢāļĩāļāļāļ°āļāļđāļāļŦāļĨāđāļ āļāļĢāļ°āļāļ§āļāļāļēāļĢ: 1. āļāļēāļĢāļāļķāļāļĨāļ§āļ pc wire / pc strand : āļĨāļ§āļ pc wire / pc strand āļāļ°āļāļđāļāļāļķāļāđāļĨāļ°āļĒāļķāļāļāļĩāđāļāļĨāļēāļĒāļāļāļāđāļāđāļāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ 2. āļāļēāļĢāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ: āļāļāļāļāļĢāļĩāļāļāļđāļāđāļāļĨāļāđāļāđāļāđāļāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ āļāļĩāđāļĄāļĩāļĨāļ§āļ pc wire / pc strand āļāļđāļāļāļķāļ 3. āļāļēāļĢāļāđāļĄ: āļāļĨāđāļāļĒāđāļŦāđāļāļāļāļāļĢāļĩāļāļāđāļĄāđāļĨāļ°āđāļāđāļāđāļĢāļāļāļķāđāļ 4. āļāļēāļĢāļāļĨāđāļāļĒāļĨāļ§āļ pc wire / pc strand : āđāļĄāļ·āđāļāļāļāļāļāļĢāļĩāļāđāļāđāļāļāļąāļ§āđāļĨāđāļ§ āļāļ°āļāđāļāļĒāđ āļāļĨāđāļāļĒāđāļĢāļāļāļķāļāđāļāļĨāļ§āļ pc wire / pc strand āļāļķāđāļāļāļ°āļāđāļēāļĒāđāļāđāļĢāļāļāļķāļāđāļāļĒāļąāļāļāļāļāļāļĢāļĩāļ āļāļēāļĢāđāļāđāļāļēāļ: - āļĄāļąāļāđāļāđāđāļāļāļāļāđāļāļĢāļ°āļāļāļāļāļāļāļāļĢāļĩāļāļŦāļĨāđāļāļŠāļģāđāļĢāđāļ āđāļāđāļ āļāļēāļ āđāļāđāļāļāļ·āđāļ āđāļĨāļ°āđāļŠāļē - āđāļŦāļĄāļēāļ°āļŠāļģāļŦāļĢāļąāļāļāļēāļĢāļāļĨāļīāļāđāļāđāļĢāļāļāļēāļāļāļĩāđāļĄāļĩāļāļēāļĢāļāļĨāļīāļāļāļģāļāļ§āļāļĄāļēāļ āļāđāļāļāļĩ: - āļĄāļĩāļāļēāļĢāļāļ§āļāļāļļāļĄāļāļļāļāļ āļēāļāļāļĩāđāļāļĩāđāļāļ·āđāļāļāļāļēāļāļāļđāļāļāļĨāļīāļāļāļēāļāđāļĢāļāļāļēāļ - āđāļŦāļĄāļēāļ°āļŠāļģāļŦāļĢāļąāļāļāļēāļĢāļāļĨāļīāļāļāļģāļāļ§āļāļĄāļēāļ āļāđāļāđāļŠāļĩāļĒ: - āļāļģāļāļąāļāļāđāļ§āļĒāļāļ§āļēāļĄāļĒāļēāļ§āļāļāļāđāļāđāļāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ - āļāļēāļĢāļāļāļŠāđāļāļāļēāļāļāļģāđāļāđāļĒāļēāļāđāļāļ·āđāļāļāļāļ§āļēāļĄāļĒāļēāļ§āļāļāļāļāļīāđāļāļāļēāļ Post-tension āđāļ post-tension āļĨāļ§āļ pc wire / pc strand āļāļ°āļāļđāļāļāļķāļāļŦāļĨāļąāļāļāļēāļāļāļĩāđāļāļāļāļāļĢāļĩāļāļāļđāļāļŦāļĨāđāļāđāļĨāļ°āļāđāļĄāđāļĨāđāļ§ āļāļĢāļ°āļāļ§āļāļāļēāļĢ: 1. āļāļēāļĢāļŦāļĨāđāļāļāļāļāļāļĢāļĩāļ: āļāļāļāļāļĢāļĩāļāļāļđāļāđāļāļĨāļāđāļāđāļĄāđāļāļīāļĄāļāđāļāļĩāđāļĄāļĩāļāđāļāļŦāļĢāļ·āļāļāļĨāļāļāđāļ§āđāļŠāļģāļŦāļĢāļąāļāđāļŠāđāļĨāļ§āļ pc wire / pc strand 2. āļāļēāļĢāđāļŠāđāļĨāļ§āļ pc wire / pc strand : āļŦāļĨāļąāļāļāļēāļāļāļĩāđāļāļāļāļāļĢāļĩāļāļāđāļĄāđāļĨāđāļ§ āļāļ°āđāļŠāđāļĨāļ§āļ pc wire / pc strand āđāļāđāļēāđāļāđāļāļāđāļ 3. āļāļēāļĢāļāļķāļāļĨāļ§āļ pc wire / pc strand : āļĨāļ§āļ pc wire / pc strand āļāļ°āļāļđāļāļāļķāļāļāđāļ§āļĒāđāļāđāļāđāļŪāļāļĢāļāļĨāļīāļāđāļĨāļ°āļĒāļķāļāļāļĩāđāļāļĨāļēāļĒāļāļāļāļāļāļāđāļāļĢāļ°āļāļāļāļāļāļāļāļĢāļĩāļ 4. āļāļēāļĢāļāļĢāļāļāļāđāļ (āļāđāļēāļĄāļĩ): āļāđāļāļĄāļąāļāļāļ°āļāļđāļāļāļĢāļāļāļāđāļ§āļĒāļāļđāļāđāļāļ·āđāļāļāđāļāļāļāļąāļāļĨāļ§āļ pc wire / pc strand āļāļēāļāļāļēāļĢāļāļąāļāļāļĢāđāļāļ āļāļēāļĢāđāļāđāļāļēāļ: - āļĄāļąāļāđāļāđāđāļāđāļāļĢāļāļŠāļĢāđāļēāļāļāļāļāļāļĢāļĩāļāļāļĩāđāļŦāļĨāđāļāđāļāļŠāļāļēāļāļāļĩāđ āđāļāđāļ āļŠāļ°āļāļēāļ āđāļĢāļāļāļāļāļĢāļ āđāļĨāļ°āđāļāđāļāļāļ·āđāļāļāļāļēāļāđāļŦāļāđ - āđāļŦāļĄāļēāļ°āļŠāļģāļŦāļĢāļąāļāđāļāļĢāļāļāļēāļĢāļāļĩāđāļāđāļāļāļāļēāļĢāļāđāļ§āļāļāļ§āđāļēāļāđāļĨāļ°āļĢāļđāļāļāļĢāļāļāļąāļāļāđāļāļ āļāđāļāļāļĩ: - āļĄāļĩāļāļ§āļēāļĄāļĒāļ·āļāļŦāļĒāļļāđāļāđāļāļāļēāļĢāļāļāļāđāļāļāđāļĨāļ°āļāđāļāļŠāļĢāđāļēāļāļĄāļēāļāļāļķāđāļ - āļŠāļēāļĄāļēāļĢāļāđāļāđāļŠāļģāļŦāļĢāļąāļāļāđāļ§āļāļāļĩāđāļĒāļēāļ§āļāļķāđāļāđāļāļĒāđāļĄāđāļāđāļāļāđāļāđāđāļŠāļēāļāļĨāļēāļ - āļĨāļāļāļēāļĢāđāļāļāļĢāđāļēāļ§āđāļĨāļ°āđāļāļīāđāļĄāļāļ§āļēāļĄāļāļāļāļēāļ āļāđāļāđāļŠāļĩāļĒ: - āļāđāļāļāļāļēāļĢāļāļēāļĢāļāļķāļāđāļĢāļāđāļĨāļ°āļāļēāļĢāļāļĢāļāļāļāđāļāļāļĩāđāļĢāļ°āļĄāļąāļāļĢāļ°āļ§āļąāļāđāļāļŠāļāļēāļāļāļĩāđ - āļāđāļāļāļāļēāļĢāļāļąāļāļĐāļ°āđāļĨāļ°āļāļ§āļēāļĄāđāļĄāđāļāļĒāļģāļŠāļđāļāđāļāļāļēāļĢāļāļķāļāđāļĢāļ - āļāļļāļāļāļĢāļāđāļāļķāļāđāļĢāļāļāļēāļāļĄāļĩāļāđāļēāđāļāđāļāđāļēāļĒāļŠāļđāļ āļāļąāđāļ pre-tension āđāļĨāļ° post-tension āļāđāļ§āļĒāđāļāļīāđāļĄāļāļĢāļ°āļŠāļīāļāļāļīāļ āļēāļāļāļāļāđāļāļĢāļāļŠāļĢāđāļēāļāļāļāļāļāļĢāļĩāļ āļĄāļāļāļāļ§āļēāļĄāđāļāđāļāđāļĢāļāđāļĨāļ°āļāļ§āļēāļĄāļāļāļāļēāļāļāļĩāđāļŠāļđāļāļāļ§āđāļēāļāļāļāļāļĢāļĩāļāđāļŠāļĢāļīāļĄāđāļŦāļĨāđāļāđāļāļāļāļąāđāļāđāļāļīāļĄ āļāļēāļĢāđāļĨāļ·āļāļāđāļāđāļāļēāļāļāļąāđāļāļŠāļāļāļāļĢāļ°āđāļ āļāļāļķāđāļāļāļĒāļđāđāļāļąāļāļāļ§āļēāļĄāļāđāļāļāļāļēāļĢāļāļāļāđāļāļĢāļāļāļēāļĢ āļĢāļ§āļĄāļāļķāļāļāļ§āļēāļĄāļāļąāļāļāđāļāļāđāļāļāļēāļĢāļāļāļāđāļāļ āļŠāļ āļēāļāļāļēāļĢāļāđāļāļŠāļĢāđāļēāļ āđāļĨāļ°āļāļēāļĢāļāļīāļāļēāļĢāļāļēāļāđāļēāļāļāļēāļĢāļāļāļŠāđāļ SIW āđāļāđāļāļāļđāđāļāļĨāļīāļāđāļĨāļ°āļāļģāļŦāļāđāļēāļĒāļĨāļ§āļ pc wire / pc strand āļāļĩāđāđāļāđāļĄāļēāļāļĢāļāļēāļāļĢāļ°āļāļąāļāđāļĨāļ āļāļķāļāđāļŦāļĄāļēāļ°āđāļāđāļāļēāļĢāļāļģāđāļāđāļāđāļāļēāļāļāļāļāļāļĢāļĩāļāļāļąāļāđāļĢāļāļāļąāđāļ pre-tension āđāļĨāļ° post-tension
04-12-2024
Concrete Roads vs. Asphalt Roads: Which is Better? Selecting the right material for road construction is a critical decision that influences performance, longevity, and overall cost. Concrete and asphalt are the two primary options, each with distinct advantages and limitations. The key is to choose the material that best aligns with the intended application and environmental conditions. Asphalt Roads Asphalt roads are known for their flexibility and smooth surface, offering a more comfortable driving experience. However, they are vulnerable to weather conditions, such as extreme heat or heavy rain, which accelerates deterioration. Typically, asphalt roads have an average lifespan of 10–15 years, making them suitable for general use and smaller projects. Advantages • Lower initial construction costs. • Quick construction time; roads can be used immediately after the asphalt is laid. • Simple and fast maintenance using resurfacing techniques (re-paving the road surface). Disadvantages • Faster degradation compared to concrete, particularly in areas with high temperatures or frequent flooding. • High maintenance costs due to the need for frequent repairs. Concrete Roads Concrete roads consist of a mixture of cement, stone, sand, and reinforcement materials such as wire mesh, which enhance strength and durability. With an average lifespan of 20–40 years, concrete roads are ideal for large-scale projects and infrastructure that must withstand heavy loads, such as highways, bridges, and industrial zones. Advantages • Superior strength and durability, capable of handling heavy loads effectively. • Stable and smooth surface, with reduced risk of subsidence over time. • Long-term cost-efficiency due to lower maintenance requirements. Disadvantages • Higher initial construction costs. • Longer construction times, as the concrete must cure and gain strength before use. • Complex and costly maintenance processes for repairs. Deciding between concrete and asphalt roads requires careful consideration of factors such as usage, budget, and environmental conditions. By aligning these factors with the project’s objectives, you can ensure the road meets its intended purpose effectively. Siam Industrial Wire offers premium-quality wire mesh steel grids tailored for concrete road and flooring applications. These products are manufactured in compliance with Thai Industrial Standards (TIS) and certified by the Thai Industrial Standards Institute (TISI). The offerings include TIS 737 for standard applications and TIS 926 for cane and rubber-specific uses, ensuring superior quality and performance. Wire Mesh : https://www.siw.co.th/th/product-detail/wire-mesh
08-06-2022
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