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Ground Granulated Blast-Furnace Slag
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¹Ì±¹ÀÇ °í·Î ½½·¡±× ¹ÌºÐ¸»(GGBFS) ½ÃÀåÀº 2024³â¿¡ 59¾ï ´Þ·¯·Î ÃßÁ¤µË´Ï´Ù. ¼¼°è 2À§ °æÁ¦´ë±¹ÀÎ Áß±¹Àº ºÐ¼® ±â°£ÀÎ 2024-2030³â CAGR 8.9%¸¦ ÁúÁú ²ô´Â ÇüÅ·Î, 2030³â±îÁö 60¾ï ´Þ·¯ ±Ô¸ð¿¡ À̸¦ °ÍÀ¸·Î ¿¹ÃøµË´Ï´Ù. ±âŸ ÁÖ¸ñÇØ¾ß ÇÒ Áö¿ªº° ½ÃÀåÀ¸·Î¼­´Â ÀϺ»°ú ij³ª´Ù°¡ ÀÖÀ¸¸ç, ºÐ¼® ±â°£Áß CAGRÀº °¢°¢ 2.0%¿Í 3.8%¸¦ º¸ÀÏ °ÍÀ¸·Î ¿¹ÃøµË´Ï´Ù. À¯·´¿¡¼­´Â µ¶ÀÏÀÌ CAGR 2.9%¸¦ º¸ÀÏ Àü¸ÁÀÔ´Ï´Ù.

¼¼°èÀÇ °í·Î ½½·¡±× ¹ÌºÐ¸»(GGBFS) ½ÃÀå-ÁÖ¿ä µ¿Çâ°ú ¼ºÀå ÃËÁø¿äÀÎ Á¤¸®

GGBFS°¡ Áö¼Ó °¡´ÉÇÑ °Ç¼³ °üÇà¿¡ ±â¹ÝÀ» ´ÙÁö´Â ÀÌÀ¯´Â ¹«¾ùÀΰ¡?

°í·Î ¼ö¼â½½·¡±×(GGBFS)´Â ½Ã¸àÆ®¿Í ÄÜÅ©¸®Æ® Á¦Á¶ÀÇ ÀÌ»êȭź¼Ò ¹èÃâ·®À» Å©°Ô ÁÙÀÏ ¼ö ÀÖ¾î Áö¼Ó°¡´ÉÇÑ °Ç¼³ÀÇ Ãʼ®À¸·Î ¶°¿À¸£°í ÀÖÀ¸¸ç, GGBFS¸¦ Æ÷Ʋ·£µå ½Ã¸àÆ®ÀÇ ÀϺΠ´ëüÀç·Î »ç¿ëÇÔÀ¸·Î½á ÄÜÅ©¸®Æ®ÀÇ ³»±¸¼º, ÀÛ¾÷¼º, Àå±â °­µµ¸¦ Çâ»ó½ÃŰ´Â µ¿½Ã¿¡ Ŭ¸µÄ¿ Á¦Á¶¿¡ µû¸¥ CO2 ¹èÃâ·®À» ÁÙÀÏ ¼ö ÀÖ½À´Ï´Ù. °Ç¼³ ¾÷°è°¡ Żź¼ÒÈ­¸¦ ÃßÁøÇϰí ÀÖ´Â °¡¿îµ¥, GGBFS´Â ¼¼°è Áö¼Ó°¡´É¼º ¸ñÇ¥¿¡ ºÎÇÕÇÏ´Â ½ÇÇà °¡´ÉÇϰí È®Àå °¡´ÉÇÑ ´ëü Àç·á¸¦ Á¦°øÇÕ´Ï´Ù.

GGBFSÀÇ Æ÷Á¹¶õ Ư¼º°ú ÀáÀçÀû ¼ö°æ¼º Ư¼ºÀº ƯÈ÷ ³»È²»ê¼º ¹× ¼öÈ­¿­ °¨¼Ò°¡ Áß¿äÇÑ ´ë±Ô¸ð ÀÎÇÁ¶ó, ÇØ¾ç, ÁöÇÏ ÇÁ·ÎÁ§Æ®¿¡¼­ °í¼º´É ÄÜÅ©¸®Æ®¸¦ Á¦Á¶Çϴµ¥ ÀÌ»óÀûÀÔ´Ï´Ù. LEED, BREEAM, IGBC¿Í °°Àº ³ì»ö°ÇÃà ÀÎÁõÀÌ È®»êµÊ¿¡ µû¶ó GGBFS¿Í °°Àº Àúź¼Ò ½Ã¸àÆ®°è Àç·á¿¡ ´ëÇÑ ¼ö¿ä´Â Àü ¼¼°èÀûÀ¸·Î °¡¼ÓÈ­µÇ°í ÀÖ½À´Ï´Ù.

GGBFS Ȱ¿ëÀ» ÃËÁøÇÏ´Â ±â¼ú ¹ßÀü°ú Ç¥ÁØÀº ¹«¾ùÀΰ¡?

°í·Î ½½·¡±×¸¦ °íǰÁú GGBFS·Î °¡°øÇÏ´Â °ÍÀº °ú¸³È­, °ÇÁ¶, ºÐ¼â ¹× ǰÁú °ü¸®ÀÇ Çõ½ÅÀ» ÅëÇØ Á¦Ç°ÀÇ ±ÕÀϼº°ú ¼º´ÉÀÇ Àϰü¼ºÀ» º¸ÀåÇϸ鼭 Á¡Á¡ ´õ Á¤±³ÇØÁö°í ÀÖ½À´Ï´Ù. ÄÜÅ©¸®Æ®¿¡¼­ ÃÖÀûÀÇ ¹ÝÀÀ¼º¿¡ ÇÊ¿äÇÑ ¹Ì¸³ÀÚ Å©±â¸¦ ´Þ¼ºÇϱâ À§ÇØ ÃֽмöÁ÷ ·Ñ·¯ ¹Ð°ú Æó¼â ȸ·Î º¼ ¹ÐÀÌ »ç¿ëµÇ±â ½ÃÀÛÇß½À´Ï´Ù. ¶ÇÇÑ, X¼± ȸÀý(XRD), ÁÖ»çÀüÀÚÇö¹Ì°æ(SEM), ÀÔµµ ºÐ¼®°ú °°Àº ÷´Ü Àç·á Ư¼ºÈ­ ±â¼úÀ» ÅëÇØ ´Ù¾çÇÑ ½Ã¸àÆ® È¥ÇÕ¹°¿¡¼­ GGBFSÀÇ °Åµ¿¿¡ ´ëÇÑ ÀÌÇØ¿Í ¿¹Ãø °¡´É¼ºÀÌ Çâ»óµÇ°í ÀÖ½À´Ï´Ù.

ASTM(C989), BS EN(15167), ISO¿Í °°Àº ±¹Á¦±â±¸ÀÇ Ç¥ÁØÈ­ ³ë·ÂÀº ¼º´É µî±Þ, ¼¶µµ ¸Å°³ º¯¼ö, È­ÇÐ ¼ººÐ º¥Ä¡¸¶Å©¸¦ ±ÔÁ¤ÇÔÀ¸·Î½á ½ÃÀåÀÇ ½Å·Ú¸¦ ´õ¿í ³ôÀ̰í ÀÖ½À´Ï´Ù. ÀÌ·¯ÇÑ Ç¥ÁØÀ» ÅëÇØ GGBFS´Â ÄÜÅ©¸®Æ® È¥ÇÕ ¼³°è¿¡ ¿øÈ°ÇÏ°Ô ÅëÇÕµÇ¾î ¿¹Ãø °¡´ÉÇÑ °á°ú¸¦ ¾òÀ» ¼ö ÀÖÀ¸¸ç, GGBFS¸¦ Æ÷ÇÔÇÑ È¥ÇÕ ½Ã¸àÆ® ¹× ·¹¹ÌÄÜ Á¦Ç°Àº ÇöÀç °íÃþ ºôµù¿¡¼­ ´ï, ±³·®, Åͳο¡ À̸£±â±îÁö ƯÁ¤ ¿ëµµ¿¡ ¸Â°Ô Á¶Á¤µÇ¾î ¿£Áö´Ï¾î°¡ ȯ°æ Áؼö ¸ñÇ¥¸¦ ´Þ¼ºÇÏ´Â µ¿½Ã¿¡ ´õ ¸¹Àº À¯¿¬¼ºÀ» È®º¸ÇÒ ¼ö ÀÖ½À´Ï´Ù. ȯ°æ ±ÔÁ¦ Áؼö ¸ñÇ¥¸¦ ´Þ¼ºÇϸ鼭 º¸´Ù À¯¿¬ÇÏ°Ô ´ëÀÀÇÒ ¼ö ÀÖ°Ô µÇ¾ú½À´Ï´Ù.

GGBFS ±â¹Ý ÄÜÅ©¸®Æ®·ÎÀÇ ÀüȯÀ» ÁÖµµÇÏ´Â ºÐ¾ß¿Í Áö¿ªÀº?

GGBFS ¼¼°è ½ÃÀåÀº ÀÎÇÁ¶ó, »ó¾÷¿ë °Ç¼³, Á¤ºÎ ÁÖµµÀÇ ³ì»ö °³¹ß ÀÌ´Ï¼ÅÆ¼ºê¿¡ ÀÇÇØ ÁÖµµµÇ°í ÀÖ½À´Ï´Ù. ƯÈ÷ ±³Åë, Ç׸¸, ¹ßÀü, ¼öÀÚ¿ø °ü¸®¿Í °°Àº ´ë±Ô¸ð ÀÎÇÁ¶ó ÇÁ·ÎÁ§Æ®¿¡¼­ °¡È¤ÇÑ È¯°æ¿¡¼­µµ ³»±¸¼ºÀÌ ¶Ù¾î³­ GGBFS°¡ äÅõǰí ÀÖ½À´Ï´Ù. »ó¾÷¿ë ºÎµ¿»ê ºÎ¹®µµ ȯ°æ, »çȸ, °Å¹ö³Í½º(ESG) ¾à¼ÓÀ» ÀÌÇàÇϰí ģȯ°æ °Ç¹° ÀÎÁõÀ» ȹµæÇϱâ À§ÇØ GGBFS °³Áú ÄÜÅ©¸®Æ®·Î ´«À» µ¹¸®°í ÀÖ½À´Ï´Ù. ÇÁ¸®Ä³½ºÆ® ÄÜÅ©¸®Æ®, ¼®°ø, ŸÀÏ Á¦Á¶¿¡¼­´Â Àå±âÀûÀÎ °­µµ¿Í Ç¥¸é ¸¶°¨ ǰÁúÀ» Çâ»ó½Ã۱â À§ÇØ GGBFSÀÇ »ç¿ëÀÌ Áõ°¡Çϰí ÀÖ½À´Ï´Ù.

Áö¿ªÀûÀ¸·Î´Â ¾Æ½Ã¾ÆÅÂÆò¾çÀÌ GGBFS ½ÃÀåÀ» ÁÖµµÇϰí ÀÖÀ¸¸ç, Áß±¹, Àεµ, ÀϺ», Çѱ¹ µîÀÇ ±¹°¡µéÀÌ ¸·´ëÇÑ Ã¶°­ »ý»ê·®, °Ç¼³ Á¤Ã¥ Áö¿ø, µµ½Ã ÀÎÇÁ¶óÀÇ ¼ºÀåÀ¸·Î ÀÎÇØ ½½·¡±× ±â¹Ý ½Ã¸àÆ®¸¦ ¸¹ÀÌ »ç¿ëÇϰí ÀÖ½À´Ï´Ù. À¯·´Àº ¼º¼÷ÇÑ È¯°æ ±ÔÁ¦¿Í º¸Á¶ ½Ã¸àÆ® Àç·á(SCM)ÀÇ »ç¿ëÀ» ÃËÁøÇÏ´Â °­·ÂÇÑ ¼øÈ¯ °æÁ¦ ÇÁ·¹ÀÓ¿öÅ©¸¦ ÅëÇØ ±× µÚ¸¦ ÀÕ°í ÀÖ½À´Ï´Ù. ºÏ¹Ì´Â Àúź¼Ò °ÇÃà¿¡ ´ëÇÑ ÀνÄÀÌ ³ô¾ÆÁö°í Áö¼Ó °¡´ÉÇÑ Àç·á¸¦ Àå·ÁÇÏ´Â ±ÔÁ¦ º¯È­·Î ÀÎÇØ ²ÙÁØÈ÷ º¸±ÞÀÌ ÁøÇàµÇ°í ÀÖ½À´Ï´Ù. ¾ÆÇÁ¸®Ä«, Áßµ¿, ¶óƾ¾Æ¸Þ¸®Ä«ÀÇ ½ÅÈï ½ÃÀå¿¡¼­´Â »ê¾÷ Żź¼ÒÈ­ ¹× ÀÎÇÁ¶ó Çö´ëÈ­ Àü·«ÀÇ ÀÏȯÀ¸·Î GGBFS¿¡ ´ëÇÑ ¿¬±¸°¡ ½ÃÀ۵ǰí ÀÖ½À´Ï´Ù.

GGBFS ½ÃÀåÀÇ ¼ºÀåÀº ¸î °¡Áö ¿äÀο¡ ÀÇÇØ ÁÖµµµÇ°í ÀÖ½À´Ï´Ù.

°í·Î ¼ö¼â ½½·¡±× ½ÃÀåÀÇ ¼ºÀåÀº »ê¾÷ Żź¼ÒÈ­, ±â¼ú ¼º¼÷µµ, ÀÎÇÁ¶ó ÅõÀÚ µî ¿©·¯ ¿äÀο¡ ÀÇÇØ ÁÖµµµÇ°í ÀÖ½À´Ï´Ù. »ý»ê Ãø¸é¿¡¼­ ¼¼°è ö°­ »ê¾÷Àº Áö¼ÓÀûÀ¸·Î °í·Î ½½·¡±×¸¦ ´ë·®À¸·Î »ý»êÇÏ¿© ¾ÈÁ¤ÀûÀ̰í È®Àå °¡´ÉÇÑ ¿ø·á ±â¹ÝÀ» Á¦°øÇÕ´Ï´Ù. °ú¸³È­ ¹× ºÐ¼â °øÁ¤ÀÇ °³¼±À¸·Î GGBFSÀÇ Ç°Áú°ú ¹ÝÀÀ¼ºÀÌ Çâ»óµÇ¾î ´Ù¾çÇÑ °Ç¼³ ¿ëµµ¿¡ ÀûÇÕÇϰí È¥ÇÕ ½Ã¸àÆ® Á¦Á¶¾÷ü°¡ ´Ù¾çÇÑ ÇÁ·ÎÁ§Æ® »ç¾ç¿¡ ´ëÀÀÇÒ ¼ö ÀÖ°Ô µÇ¾ú½À´Ï´Ù.

ÃÖÁ¾ ¿ëµµ Ãø¸é¿¡¼­ ³»±¸¼º, Àú¹ß¿­, ³»È²»ê¼º ÄÜÅ©¸®Æ®¿¡ ´ëÇÑ ¼ö¿ä°¡ Áõ°¡ÇÔ¿¡ µû¶ó, ƯÈ÷ ÇØ¾ç, ÁöÇÏ ¹× °íÇÏÁß ÀÀ¿ë ºÐ¾ß¿¡¼­ ÀÎÇÁ¶ó °³¹ß¾÷ü ¹× °è¾à¾÷üµéÀÌ GGBFS °³Áú ÄÜÅ©¸®Æ®¸¦ äÅÃÇϰí ÀÖ½À´Ï´Ù. °ÇÃàÀÚÀç¿¡ Æ÷ÇÔµÈ Ã¼Àû ź¼Ò¸¦ ÁÙÀ̱â À§ÇÑ È¯°æ ±ÔÁ¦´Â º¸Á¶ ½Ã¸àÆ®°è Àç·á·ÎÀÇ ÀüȯÀ» °­È­Çϰí ÀÖÀ¸¸ç, Á¤ºÎ°¡ Áö¿øÇÏ´Â ±×¸° ÀÎÇÁ¶ó ÇÁ·Î±×·¥Àº ȯ°æ ģȭÀûÀÎ °ÇÃà ºÎÀç¿¡ Ưº°È÷ ÀÚ±ÝÀ» ÇÒ´çÇϰí ÀÖ½À´Ï´Ù. ¶ÇÇÑ, Àü ¼¼°èÀûÀ¸·Î ³ì»ö °Ç¹° Æò°¡ ½Ã½ºÅÛ ¹× ESG º¸°í ¿ä°ÇÀÇ Ã¤ÅÃÀÌ Áõ°¡ÇÔ¿¡ µû¶ó °ø°ø ¹× ¹Î°£ ÀÌÇØ°ü°èÀÚµéÀÌ GGBFS¿Í °°Àº ÀÚÀ縦 ¿ì¼±½ÃÇÏ´Â µ¿±â¸¦ ºÎ¿©Çϰí ÀÖ½À´Ï´Ù. ÀÌ·¯ÇÑ ¿äÀεéÀÌ º¹ÇÕÀûÀ¸·Î ÀÛ¿ëÇÏ¿© GGBFS´Â Áö¼Ó°¡´ÉÇÑ °ÇÃàÀÇ ¹Ì·¡¿¡ Áß¿äÇÑ ¿ªÇÒÀ» ÇÒ ¼ö ÀÖ´Â Àç·á·Î ÀÚ¸®¸Å±èÇϰí ÀÖ½À´Ï´Ù.

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Global Ground Granulated Blast-Furnace Slag Market to Reach US$28.6 Billion by 2030

The global market for Ground Granulated Blast-Furnace Slag estimated at US$21.5 Billion in the year 2024, is expected to reach US$28.6 Billion by 2030, growing at a CAGR of 4.9% over the analysis period 2024-2030. Acidic Slag, one of the segments analyzed in the report, is expected to record a 5.5% CAGR and reach US$18.1 Billion by the end of the analysis period. Growth in the Alkaline Slag segment is estimated at 4.1% CAGR over the analysis period.

The U.S. Market is Estimated at US$5.9 Billion While China is Forecast to Grow at 8.9% CAGR

The Ground Granulated Blast-Furnace Slag market in the U.S. is estimated at US$5.9 Billion in the year 2024. China, the world's second largest economy, is forecast to reach a projected market size of US$6.0 Billion by the year 2030 trailing a CAGR of 8.9% over the analysis period 2024-2030. Among the other noteworthy geographic markets are Japan and Canada, each forecast to grow at a CAGR of 2.0% and 3.8% respectively over the analysis period. Within Europe, Germany is forecast to grow at approximately 2.9% CAGR.

Global Ground Granulated Blast-Furnace Slag (GGBFS) Market - Key Trends & Drivers Summarized

Why Is GGBFS Gaining Ground in Sustainable Construction Practices?

Ground Granulated Blast-Furnace Slag (GGBFS), a by-product of the steel manufacturing process, is emerging as a cornerstone in sustainable construction due to its ability to significantly reduce the carbon footprint of cement and concrete production. When used as a partial replacement for Portland cement, GGBFS enhances concrete’s durability, workability, and long-term strength while cutting down on CO2 emissions associated with clinker production. With the construction industry under increasing pressure to decarbonize, GGBFS offers a viable and scalable alternative that aligns with global sustainability goals.

The use of GGBFS also addresses industrial waste management challenges by repurposing slag from blast furnaces that would otherwise contribute to landfill and environmental degradation. Its pozzolanic and latent hydraulic properties make it ideal for producing high-performance concretes, especially in large-scale infrastructure, marine, and underground projects where sulfate resistance and reduced heat of hydration are critical. As green building certifications like LEED, BREEAM, and IGBC grow in adoption, the demand for low-carbon cementitious materials such as GGBFS is accelerating worldwide.

How Are Technological Advances and Standards Enhancing GGBFS Utilization?

The processing of blast furnace slag into high-quality GGBFS has become increasingly sophisticated, with innovations in granulation, drying, grinding, and quality control ensuring product uniformity and performance consistency. Modern vertical roller mills and closed-circuit ball mills are now used to achieve the fine particle sizes required for optimal reactivity in concrete. Additionally, advanced material characterization techniques such as X-ray diffraction (XRD), scanning electron microscopy (SEM), and particle size analysis are improving the understanding and predictability of GGBFS behavior in various cement blends.

Standardization efforts by international bodies such as ASTM (C989), BS EN (15167), and ISO have further enhanced market confidence by specifying performance grades, fineness parameters, and chemical composition benchmarks. These standards allow GGBFS to be seamlessly integrated into concrete mix designs with predictable results. Blended cements and ready-mix products containing GGBFS are now being tailored for specific applications-ranging from high-rise buildings to dams, bridges, and tunnels-offering engineers more flexibility while meeting environmental compliance targets.

Which Sectors and Regions Are Leading the Shift Toward GGBFS-Based Concrete?

The global market for GGBFS is being driven by infrastructure, commercial construction, and government-led green development initiatives. Infrastructure megaprojects-particularly in transportation, ports, power generation, and water management-are major adopters of GGBFS due to its durability in aggressive environments. The commercial real estate sector is also turning to GGBFS-modified concrete to meet environmental, social, and governance (ESG) commitments and obtain green building certifications. In precast concrete, masonry, and tile manufacturing, GGBFS is increasingly used to improve long-term strength and surface finish quality.

Regionally, Asia-Pacific leads the GGBFS market, with countries like China, India, Japan, and South Korea heavily utilizing slag-based cement due to vast steel output, supportive construction policies, and urban infrastructure growth. Europe follows with mature environmental regulations and strong circular economy frameworks that promote the use of supplementary cementitious materials (SCMs). North America is witnessing steady uptake due to increasing awareness of low-carbon construction practices and regulatory shifts encouraging sustainable materials. Emerging markets in Africa, the Middle East, and Latin America are beginning to explore GGBFS as part of industrial decarbonization and infrastructure modernization strategies.

The Growth in the GGBFS Market Is Driven by Several Factors…

The growth in the Ground Granulated Blast-Furnace Slag market is driven by several factors directly tied to industrial decarbonization, technological maturity, and infrastructure investment. On the production side, the global steel industry continues to generate large volumes of blast-furnace slag, providing a stable and scalable raw material base. Improved granulation and grinding processes have enhanced the quality and reactivity of GGBFS, making it suitable for a wide range of construction applications and enabling blended cement producers to meet diverse project specifications.

From an end-use perspective, the rising demand for durable, low-heat, and sulfate-resistant concrete is pushing infrastructure developers and contractors to adopt GGBFS-modified mixes, especially in marine, underground, and high-load applications. Environmental regulations aimed at reducing embodied carbon in construction materials are reinforcing the shift toward supplementary cementitious materials, while government-backed programs for green infrastructure are allocating funds specifically for eco-friendly building components. Additionally, increasing global adoption of green building rating systems and ESG reporting requirements is motivating both public and private sector stakeholders to prioritize materials like GGBFS. These drivers collectively position GGBFS as a key ingredient in the future of sustainable construction.

SCOPE OF STUDY:

The report analyzes the Ground Granulated Blast-Furnace Slag market in terms of units by the following Segments, and Geographic Regions/Countries:

Segments:

Type (Acidic, Alkaline, Neutral); Slag Content (5% - 30%, 30% - 60%, 60% - 70%); Grade (Grade 80, Grade 100, Grade 120); Application (Concrete Roads & Flyovers, Heritage Monuments, Metros, Residential / Commercial / Industrial Complexes, Storage Tanks, Other Applications); End-Use (Concrete & Civil Engineering, Construction, Infrastructure, Other End-Uses)

Geographic Regions/Countries:

World; United States; Canada; Japan; China; Europe (France; Germany; Italy; United Kingdom; Spain; Russia; and Rest of Europe); Asia-Pacific (Australia; India; South Korea; and Rest of Asia-Pacific); Latin America (Argentina; Brazil; Mexico; and Rest of Latin America); Middle East (Iran; Israel; Saudi Arabia; United Arab Emirates; and Rest of Middle East); and Africa.

Select Competitors (Total 41 Featured) -

TARIFF IMPACT FACTOR

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APRIL 2025: NEGOTIATION PHASE

Our April release addresses the impact of tariffs on the overall global market and presents market adjustments by geography. Our trajectories are based on historic data and evolving market impacting factors.

JULY 2025 FINAL TARIFF RESET

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Reciprocal and Bilateral Trade & Tariff Impact Analyses:

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TABLE OF CONTENTS

I. METHODOLOGY

II. EXECUTIVE SUMMARY

III. MARKET ANALYSIS

IV. COMPETITION

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