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WO2025243587A1 - Method for manufacturing cured body, and cured body - Google Patents

Method for manufacturing cured body, and cured body

Info

Publication number
WO2025243587A1
WO2025243587A1 PCT/JP2025/000827 JP2025000827W WO2025243587A1 WO 2025243587 A1 WO2025243587 A1 WO 2025243587A1 JP 2025000827 W JP2025000827 W JP 2025000827W WO 2025243587 A1 WO2025243587 A1 WO 2025243587A1
Authority
WO
WIPO (PCT)
Prior art keywords
hardened body
slag
steelmaking slag
steelmaking
mass
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
PCT/JP2025/000827
Other languages
French (fr)
Japanese (ja)
Inventor
風彦 永田
陽太郎 井上
久宏 松永
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Original Assignee
JFE Steel Corp
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Filing date
Publication date
Application filed by JFE Steel Corp filed Critical JFE Steel Corp
Publication of WO2025243587A1 publication Critical patent/WO2025243587A1/en
Pending legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/08Slag cements

Definitions

  • the present invention relates to a method for producing a hardened body that has rapid hardening properties and can suppress expansion due to delayed ettringite formation, and to the hardened body.
  • Hydrated steel slag compact is primarily made from steelmaking slag and ground granulated blast furnace slag, and can be manufactured using mixing equipment similar to that used for concrete.
  • steel slag hydrated hardened concrete uses a large amount of blast furnace slag powder, it takes longer to develop strength than regular concrete. It takes a long time, from pouring after mixing to removing the form and curing, before it attains the strength required for use as a product. For this reason, there is a demand for an efficient and inexpensive manufacturing process for steel slag hydrated hardened concrete.
  • Patent Document 1 discloses a manufacturing process for hydrated hardened steel slag using an immediate demolding method.
  • steelmaking slag containing free CaO is used as the material for the hydrated hardened steel slag
  • cracks may occur in the hydrated hardened steel slag due to volume expansion associated with the hydration reaction of the free CaO.
  • Patent Document 2 discloses a manufacturing method for a slag hardened body, in which a mixture of slag containing free CaO and a SiO2- containing substance is hydrated and hardened.
  • Patent Document 2 claims that a slag hardened body with high strength and suppressed hydration expansion of free CaO can be manufactured by adding 0.5 mass% or more of CaS and/or S, calculated as S.
  • Patent Document 1 when developing an efficient and inexpensive manufacturing process for hydrated hardened steel slag bodies, requires vibration-pressure compaction molding equipment, which poses the problem of requiring a large capital investment. Because the formwork used is fixed, there are limitations on the dimensions of the hardened bodies that can be manufactured, which also poses the problem of it not being applicable to all of the diverse shapes required for hydrated hardened steel slag bodies.
  • a method for producing a hardened body comprising: a mixing step of mixing steelmaking slag, a binder containing ground granulated blast furnace slag, and water to form a mixture; and a hardening step of hardening the mixture, wherein the mixture satisfies the following formula (1): 2.5 ⁇ Mass of sulfur converted to SO3 per 1 m3 of hardened body ⁇ 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body ⁇ 9.0 (1)
  • the method for producing a hardened body according to [1] wherein the steelmaking slag contains a sulfur component.
  • a hardened body comprising steelmaking slag, a binder containing ground granulated blast furnace slag, and water, and satisfying the following formula (1): 2.5 ⁇ Mass of sulfur converted to SO3 per 1 m3 of hardened body ⁇ 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body ⁇ 9.0 (1)
  • the inventors used a material containing sulfur as the material for the hardened body, and optimized the weight balance between the sulfur contained in the material and the ground granulated blast furnace slag. This suppressed expansion due to delayed ettringite formation, while promoting the expression of the latent hydraulic properties of the ground granulated blast furnace slag through sulfate ions, thereby increasing the rapid hardening of the hardened body and shortening the curing period compared to conventional methods, leading to the completion of this invention.
  • the method for producing a hardened body includes a mixing step in which steelmaking slag containing sulfur components, a binder containing ground blast furnace slag, and water are mixed to produce a mixture, and a hardening step in which the mixture is hardened. It is preferable to use steelmaking slag containing sulfur components as the steelmaking slag. "Steelmaking slag containing sulfur components” refers to steelmaking slag that contains sulfur or sulfur compounds.
  • the hardened body of this embodiment can be produced without adding sulfur separately to the mixture.
  • Steelmaking slag containing sulfur components is prone to powdering, making it difficult to use for roadbed materials, etc. Therefore, by using steelmaking slag containing sulfur components to produce the hardened body, it is possible to effectively utilize slag that is difficult to use for roadbed materials, etc., and it also has the effect of reducing waste.
  • the sulfur concentration of the steelmaking slag used to produce the hardened body is preferably 0.25 mass% or more.
  • the use of such steelmaking slag not only enables the above-mentioned slag to be effectively utilized, but also promotes the elution of sulfate ions from the steelmaking slag in the mixing step, further enhancing the rapid hardening of the hardened body in the hardening step.
  • the method for measuring the sulfur concentration of the steelmaking slag is not particularly limited, but can be measured, for example, by combustion ion chromatography, in which sulfur components are converted into sulfate ions by a combustion method, an aqueous solution is prepared, and then the sulfate ions in the aqueous solution are quantified using ion chromatography.
  • Steelmaking slag containing sulfur components can be one or more of the following: secondary refining slag produced during secondary refining in a vacuum degassing system; smelting reduction refining slag produced when molten mother metal is directly melted with Cr ore before the production of stainless steel; and desulfurization slag produced during the desulfurization process of molten pig iron. It is preferable to use finely powdered steelmaking slag with a particle size of 5 mm or less. A particle size of 5 mm or less means a particle size that can be sieved through a sieve with 5 mm openings.
  • steelmaking slag containing sulfur When using steelmaking slag containing sulfur, it is preferable to use steelmaking slag that has been discharged 30 days or more since the slag was discharged.
  • sulfur-containing slag In the steel manufacturing process, sulfur-containing slag is often generated during refining processes in a reducing atmosphere. For this reason, it is thought that the sulfur contained in steelmaking slag is mainly in the form of sulfide ions.
  • sulfide ions contained in steelmaking slag that has been discharged 30 days or more are oxidized to sulfate ions upon contact with oxygen in the air during storage.
  • carbonated steelmaking slag As the steelmaking slag, it is preferable to use carbonated steelmaking slag as the steelmaking slag.
  • carbonated steelmaking slag the calcium oxide and calcium hydroxide contained in the steelmaking slag are converted to calcium carbonate, which suppresses an increase in pH when the slag comes into contact with seawater. Therefore, a hardened body produced using carbonated steelmaking slag as the steelmaking slag has the effect of increasing biocompatibility when used in marine areas.
  • steelmaking slag can be carbonated by contacting the steelmaking slag with a gas containing CO2 .
  • the binder contains ground granulated blast furnace slag.
  • ground granulated blast furnace slag conforming to JIS A 6206:2013 "Blast furnace slag for concrete" may be used.
  • the specific surface area of the ground granulated blast furnace slag contained in the binder is preferably 3000 cm 2 /g or more.
  • Ground granulated blast furnace slag with a specific surface area of 4000 cm 2 /g or more has a high activity index, which is an indicator of hydraulic properties. For this reason, it is more preferable that the specific surface area of the ground granulated blast furnace slag contained in the binder is 4000 cm 2 /g or more.
  • the binder may contain an alkaline activator as well as a silica-containing substance with pozzolanic reactivity.
  • alkaline activators include hydrated lime, ordinary Portland cement as specified in JIS R 5210:2019, and blast-furnace cement as specified in JIS R 5211:2019.
  • silica-containing substances with pozzolanic reactivity include fly ash, silica fume, and fly ash for concrete as specified in JIS A 6201:2015.
  • the water can be, for example, tap water, river water, lake water, well water, groundwater, industrial water, recycled water, or other water that meets the quality standards set forth in JIS A 5308:2019.
  • Seawater or hot spring water containing sulfate ions or thiosulfate ions may also be used.
  • a chemical admixture such as a high-performance water reducer may be mixed.
  • a chemical admixture By mixing a chemical admixture, the amount of water to be mixed can be reduced and the dispersibility of the materials can be improved. Reducing the amount of water mixed into the mixture can increase the strength of the hardened body.
  • a polycarboxylic acid-based high-performance water reducer can be used as the chemical admixture.
  • the amount of the high-performance water reducer to be mixed is preferably 0.3 mass% or more and 0.5 mass% or less of the unit binder amount.
  • the unit binder amount is the mass of binder contained in 1 m3 of the hardened body.
  • steelmaking slag containing sulfur components and ground granulated blast furnace slag are mixed so as to satisfy the following formula (1):
  • SO3 mass the mass of sulfur converted to SO3 per 1 m3 of hardened body in the following formula (1)
  • SO3 / BFS The percentage of the mass of sulfur converted to SO3 per 1 m3 of hardened body ⁇ 100 / the mass of ground granulated blast furnace slag per 1 m3 of hardened body.
  • the mass of SO3 can be calculated by multiplying the mass (kg) of the material containing sulfur components used per 1 m3 of hardened body by the value (mass%) of the sulfur content of the material converted into SO3 .
  • mass of the sulfur content of each material converted into SO3 can be calculated and the results of these calculations can be added together.
  • the SO3 /BFS By setting the SO3 /BFS to 2.5 or more, sulfate ions are eluted, accelerating the development of the latent hydraulic properties of the ground granulated blast furnace slag, thereby increasing the rapid hardening of the hardened body in the hardening step.
  • the SO3 /BFS exceeds 9.0, the sulfate ions become excessive, and cracks occur in the hardened body due to expansion caused by delayed formation of ettringite. Therefore, the SO3 /BFS must be 2.5 or more and 9.0 or less.
  • the SO3 /BFS is preferably 3.0 or more and 8.5 or less, more preferably 4.0 or more and 8.0 or less, and most preferably 4.5 or more and 7.5 or less.
  • the mixing of the materials in the mixing step is not particularly limited, but for example, the materials may be mixed using a concrete mixer at room temperature to form a mixture.
  • the mixing step is preferably carried out in an environment of 30°C or below. This prevents the temperature from rising in the mixture of the materials, reducing the risk of expansion of the hardened body due to delayed ettringite formation. It is even more preferable to carry out the mixing step in an environment of 25°C or below. This further prevents the temperature from rising in the mixture, further reducing the risk of expansion of the hardened body due to delayed ettringite formation.
  • the materials for the hardened body are not limited to steelmaking slag containing sulfur components, a binder containing blast furnace slag powder, and water, but may also contain other materials.
  • electric furnace slag, slag generated during non-ferrous metal smelting, crushed stone, crushed sand, natural aggregate, steelmaking slag that does not contain sulfur components, etc. may be used as aggregate.
  • the mixture produced in the mixing step is hardened.
  • the method for hardening the mixture can be carried out using methods used in the cement and concrete fields.
  • the mixture is poured into a formwork, removed from the formwork the next day, and cured in water at 20°C. This hardens the mixture, producing a hardened body.
  • the method for producing a hardened body according to this embodiment by satisfying the above formula (1), it is possible to produce a hardened body that has rapid hardening properties and in which expansion due to delayed ettringite formation is suppressed.
  • the hardened body produced in this way contains steelmaking slag, a binder containing ground blast furnace slag, and water, and is a hardened body that satisfies the above formula (1).
  • the hardened body according to this embodiment is a hardened body that has rapid hardening properties and in which expansion due to delayed ettringite formation is suppressed.
  • Example 1 Next, an example will be described in which a hardened body was produced by adjusting the mixing ratio of steelmaking slag, ground granulated blast furnace slag and ordinary Portland cement as binders, water, and a high-performance water-reducing agent.
  • Three types of steelmaking slag, A to C, with different sulfur component concentrations calculated as SO3 were used as the steelmaking slag.
  • the sulfur component concentrations calculated as SO3 for steelmaking slags A to C are shown in Table 1 below.
  • Steelmaking slag A and steelmaking slag B are steelmaking slags containing sulfur components, while slag C is steelmaking slag that does not contain sulfur components. Since the sulfur concentration of slag C, calculated as SO3, was less than 0.05 mass%, the mass of elemental sulfur in slag C was set to 0 in the calculation of SO3 /BFS.
  • Steelmaking slag A and steelmaking slag B are steelmaking slags that have been discharged for more than 30 days. These steelmaking slags were crushed to a particle size of 5 mm or less and used to produce the hardened body.
  • the binders used were ground granulated blast furnace slag and ordinary Portland cement as specified in JIS R 5210:2019.
  • the sulfur concentration of the ground granulated blast furnace slag, calculated as SO3, was 2.0 mass%
  • the sulfur concentration of the ordinary Portland cement, calculated as SO3, was 2.1 mass%.
  • a polycarboxylic acid-based high-performance water-reducing agent Chopol, manufactured by Takemoto Yushi Co., Ltd.
  • a chemical admixture was also used.
  • the strength of the hardened body was evaluated by measuring the compressive strength in accordance with JIS A 1108:2018. At the age of 1 day, the hardened body was evaluated as passing if its compressive strength was 5 N/ mm2 or more, which is the guideline for the strength at which the hardened body can be removed from the form after 1 day of curing and handled. At the age of 7 days, the hardened body was evaluated as passing if its compressive strength was 18 N/ mm2 or more, which corresponds to the strength of ordinary concrete after 28 days.
  • ⁇ Seawater immersion evaluation> The materials and water were mixed in a concrete mixer and the mixture was poured into a ⁇ 100 x 200 mm cylindrical formwork. The material was sealed and cured at 20°C until the next day, then removed from the formwork and sealed and cured at 20°C until it reached an age of 7 days, producing a hardened body for seawater immersion evaluation.
  • the hardened body was immersed in artificial seawater with a volume (mL) 10 times the mass (g) of the hardened body, and shaken at approximately 200 times per minute with a shaker for 6 hours while measuring the pH, and the maximum pH value during shaking was recorded.
  • the material composition of the hardened body, the SO3 /BFS value, the strength evaluation, the expansion stability evaluation, and the seawater immersion evaluation results are shown in Table 2 below.
  • the 1-day strength indicates the compressive strength of the hardened body at 1 day old
  • the 7-day strength indicates the compressive strength of the hardened body at 7 days old.
  • the hardened bodies of Invention Examples 1 to 8 in which the SO3 /BFS was adjusted to 2.5 or more and 9.0 or less, had a compressive strength of 5 N/ mm2 or more at 1 day old and a compressive strength of 18 N/mm2 or more at 7 days old in the strength evaluation, and were therefore passed.
  • the expansion stability evaluation no harmful cracks or large pop-outs were found, and the evaluation was ⁇ .
  • Comparative Examples 1 to 4 where the SO 3 /BFS was less than 2.5, the 1-day strength of the hardened body was less than 5 N/mm 2 and the 7-day strength was less than 18 N/mm 2 in the strength evaluation, and they did not pass.
  • Comparative Example 3 the hardened body did not have enough strength to be removed from the frame, and strength evaluation and expansion stability evaluation could not be carried out.
  • Table 1 the 1-day strength of Comparative Example 3 was rated x
  • the 7-day strength was rated x
  • the expansion stability was rated -
  • the seawater immersion resistance was rated -.
  • Comparative Example 5 where the SO 3 /BFS was greater than 9.0, cracks occurred in the hardened body in the expansion stability evaluation, and the expansion stability was rated x.
  • Example 2 Next, Example 2 will be described, in which a hardened body was produced using steelmaking slags A' and B', which are the same as steelmaking slags A and B shown in Table 1, but which had been discharged less than 30 days earlier.
  • a hardened body was produced under the same conditions as Example 1, except that steelmaking slags A' and B', which had been discharged less than 30 days earlier, were used, and strength, expansion stability, and seawater immersion resistance evaluations were performed.
  • the material composition of the hardened body, the SO3 /BFS value, and the results of the strength, expansion stability, and seawater immersion resistance evaluations are shown in Table 3 below.
  • Example 9 corresponds to Example 2 in Table 1
  • Example 10 corresponds to Example 6 in Table 1
  • Example 11 corresponds to Example 8 in Table 1.
  • Example 3 Next, Example 3 will be described, in which hardened bodies were produced using carbonated steelmaking slags A", B", and C", which were the same steelmaking slags as steelmaking slags A, B, and C shown in Table 1, but which were carbonated.
  • the carbonation treatment of the steelmaking slag was carried out by passing CO2 gas through a container filled with the steelmaking slag for 24 hours.
  • hardened bodies were produced under the same conditions as Example 1, except that carbonated steelmaking slags A", B", and C" were used, and strength evaluations, expansion stability evaluations, and seawater immersion evaluations were carried out.
  • the material composition of the hardened bodies, the SO3 /BFS value, and the results of strength evaluation, expansion stability evaluation, and seawater immersion evaluation are shown in Table 4 below.
  • Example 12 corresponds to Example 2 in Table 1
  • Example 13 corresponds to Example 6 in Table 1.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

Provided is a method for manufacturing a cured body that has a rapid curing property and that makes it possible to suppress expansion due to delayed generation of ettringite. The method for manufacturing a cured body comprises: a mixing step for mixing steelmaking slag, a binder containing a blast furnace slag fine powder, and water to form a mixture; and a curing step for curing the mixture. The mixture satisfies relational expression (1). (1): 2.5 ≤ (the mass of sulfur in terms of SO3 per 1 m3 of the cured body × 100)/(the mass of the blast furnace slag fine powder per 1 m3 of the cured body) ≤ 9.0

Description

硬化体の製造方法及び硬化体Method for producing hardened body and hardened body

 本発明は、速硬性を有し、エトリンガイトの遅延生成による膨張を抑制できる硬化体の製造方法及び硬化体に関する。 The present invention relates to a method for producing a hardened body that has rapid hardening properties and can suppress expansion due to delayed ettringite formation, and to the hardened body.

 製鉄所の副産物の一つである製鋼スラグを利用したスラグ製品の一つに鉄鋼スラグ水和硬化体がある。鉄鋼スラグ水和硬化体は、製鋼スラグと高炉スラグ微粉末を主体としており、コンクリートと同様に混練設備を用いて製造できる。 One of the slag products made from steelmaking slag, a by-product of steelworks, is hydrated steel slag compact. Hydrated steel slag compact is primarily made from steelmaking slag and ground granulated blast furnace slag, and can be manufactured using mixing equipment similar to that used for concrete.

 しかしながら、鉄鋼スラグ水和硬化体は高炉スラグ微粉末を多量に用いるので、通常のコンクリートと比較して強度の発現が遅く、混練後の打設から脱枠、養生を行い、製品として利用できる強度が得られるまでに長い時間を要する。このため、鉄鋼スラグ水和硬化体の効率的かつ安価な製造プロセスが求められている。 However, because steel slag hydrated hardened concrete uses a large amount of blast furnace slag powder, it takes longer to develop strength than regular concrete. It takes a long time, from pouring after mixing to removing the form and curing, before it attains the strength required for use as a product. For this reason, there is a demand for an efficient and inexpensive manufacturing process for steel slag hydrated hardened concrete.

 この問題に対し、特許文献1には、即時脱型法を用いる鉄鋼スラグ水和硬化体の製造プロセスが開示されている。鉄鋼スラグ水和硬化体の材料として遊離CaOを含む製鋼スラグを用いた場合、遊離CaOの水和反応に伴う体積膨張によって鉄鋼スラグ水和硬化体にひび割れが生じる場合がある。この問題に対し、特許文献2には、遊離CaOを含有するスラグとSiO含有物質との混合物を水和硬化させるスラグ硬化体の製造方法が開示されている。特許文献2によれば、CaS及び/又はSをS換算で0.5質量%以上含有させることで高強度かつ遊離CaOの水和膨張が抑制されたスラグ硬化体が製造できるとしている。 To address this issue, Patent Document 1 discloses a manufacturing process for hydrated hardened steel slag using an immediate demolding method. When steelmaking slag containing free CaO is used as the material for the hydrated hardened steel slag, cracks may occur in the hydrated hardened steel slag due to volume expansion associated with the hydration reaction of the free CaO. To address this issue, Patent Document 2 discloses a manufacturing method for a slag hardened body, in which a mixture of slag containing free CaO and a SiO2- containing substance is hydrated and hardened. Patent Document 2 claims that a slag hardened body with high strength and suppressed hydration expansion of free CaO can be manufactured by adding 0.5 mass% or more of CaS and/or S, calculated as S.

特開2016-132578号公報Japanese Patent Application Laid-Open No. 2016-132578 特開2001-153567号公報Japanese Patent Application Laid-Open No. 2001-153567

 鉄鋼スラグ水和硬化体の効率的かつ安価な製造プロセスの構築にあたり、特許文献1に開示された方法では、振動加圧締固め成型設備が必要となるので、多額の設備投資が必要になるという課題がある。使用する型枠が決まっているので、製造できる硬化体の寸法に制約があり、多様な形状を要求される鉄鋼スラグ水和硬化体のすべてに適用できないという課題もある。 The method disclosed in Patent Document 1, when developing an efficient and inexpensive manufacturing process for hydrated hardened steel slag bodies, requires vibration-pressure compaction molding equipment, which poses the problem of requiring a large capital investment. Because the formwork used is fixed, there are limitations on the dimensions of the hardened bodies that can be manufactured, which also poses the problem of it not being applicable to all of the diverse shapes required for hydrated hardened steel slag bodies.

 特許文献2に開示されたスラグ硬化体の製造方法を用いて硬化体の製造を試みた所、製造された硬化体にはエトリンガイトの遅延生成によるものと思われるひび割れが発生するという課題がある。本発明は、このような従来技術の課題を鑑みてなされた発明であり、その目的は、速硬性を有し、エトリンガイトの遅延生成による膨張を抑制できる硬化体の製造方法及び硬化体を提供することである。 When attempts were made to manufacture a hardened body using the slag hardened body manufacturing method disclosed in Patent Document 2, the hardened body produced suffered from the problem of cracks that were thought to be caused by delayed ettringite formation. The present invention was made in consideration of these problems with the prior art, and its purpose is to provide a hardened body manufacturing method and hardened body that has rapid hardening properties and can suppress expansion due to delayed ettringite formation.

 上記課題を解決するための手段は、以下の通りである。
[1] 製鋼スラグと、高炉スラグ微粉末を含む結合材と、水とを混合して混合物とする混合ステップと、前記混合物を硬化させる硬化ステップと、を有し、前記混合物は下記(1)式を満足する、硬化体の製造方法。
 2.5≦硬化体1m当たりのSO換算した硫黄の質量×100/硬化体1m当たりの前記高炉スラグ微粉末の質量≦9.0・・・(1)
[2] 製鋼スラグは硫黄成分を含む、[1]に記載の硬化体の製造方法。
[3] 前記製鋼スラグのSO換算した硫黄の成分濃度は0.25質量%以上である[2]に記載の硬化体の製造方法。
[4] 前記製鋼スラグは排滓されてからの経過日数が30日以上である、[2]又は[3]に記載の硬化体の製造方法。
[5] 前記製鋼スラグは炭酸化製鋼スラグである、[1]から[4]のいずれかに記載の硬化体の製造方法。
[6] 製鋼スラグと、高炉スラグ微粉末を含む結合材と、水と、を含み、下記(1)式を満足する、硬化体。
 2.5≦硬化体1m当たりのSO換算した硫黄の質量×100/硬化体1m当たりの前記高炉スラグ微粉末の質量≦9.0・・・(1)
[7] 前記製鋼スラグは炭酸化製鋼スラグである、[6]に記載の硬化体。
The means for solving the above problems are as follows.
[1] A method for producing a hardened body, comprising: a mixing step of mixing steelmaking slag, a binder containing ground granulated blast furnace slag, and water to form a mixture; and a hardening step of hardening the mixture, wherein the mixture satisfies the following formula (1):
2.5≦Mass of sulfur converted to SO3 per 1 m3 of hardened body × 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body≦9.0 (1)
[2] The method for producing a hardened body according to [1], wherein the steelmaking slag contains a sulfur component.
[3] The method for producing a hardened body according to [2], wherein the sulfur component concentration of the steelmaking slag calculated as SO3 is 0.25 mass% or more.
[4] The method for producing a hardened body according to [2] or [3], wherein the number of days that have passed since the steelmaking slag was discharged is 30 days or more.
[5] The method for producing a hardened body according to any one of [1] to [4], wherein the steelmaking slag is carbonated steelmaking slag.
[6] A hardened body comprising steelmaking slag, a binder containing ground granulated blast furnace slag, and water, and satisfying the following formula (1):
2.5≦Mass of sulfur converted to SO3 per 1 m3 of hardened body × 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body≦9.0 (1)
[7] The hardened body according to [6], wherein the steelmaking slag is carbonated steelmaking slag.

 本発明に係る硬化体の製造方法の実施により、速硬性を有し、エトリンガイトの遅延生成による膨張が抑制された硬化体の製造が実現できる。 By implementing the method for producing a hardened body according to the present invention, it is possible to produce a hardened body that has rapid hardening properties and suppresses expansion due to delayed ettringite formation.

 発明者らは、硬化体の材料として硫黄成分を含む材料を用い、当該材料に含まれる硫黄成分と、高炉スラグ微粉末との重量バランスを最適化する。これにより、エトリンガイトの遅延生成による膨張を抑制しつつ、高炉スラグ微粉末の潜在水硬性の発現が硫酸イオンによって促進されて硬化体の速硬性が高められ、従来より養生期間を短縮できることを見出して本発明を完成させた。 The inventors used a material containing sulfur as the material for the hardened body, and optimized the weight balance between the sulfur contained in the material and the ground granulated blast furnace slag. This suppressed expansion due to delayed ettringite formation, while promoting the expression of the latent hydraulic properties of the ground granulated blast furnace slag through sulfate ions, thereby increasing the rapid hardening of the hardened body and shortening the curing period compared to conventional methods, leading to the completion of this invention.

 以下、本発明を本発明の実施形態を通じて具体的に説明する。以下の実施形態では、硫黄成分を含む製鋼スラグを用いて硬化体を製造する例を用いて説明するが、この実施形態は本発明の好適な一例を示すものであり、本発明はこの実施形態により何ら限定されるものではない。 The present invention will now be described in detail through an embodiment of the present invention. In the following embodiment, an example of producing a hardened body using steelmaking slag containing sulfur components will be described, but this embodiment represents a preferred example of the present invention, and the present invention is not limited to this embodiment in any way.

 本実施形態に係る硬化体の製造方法は、硫黄成分を含む製鋼スラグと、高炉スラグ微粉末を含む結合材と、水とを混合して混合物を生成する混合ステップと、当該混合物を硬化させる硬化ステップとを有する。製鋼スラグとしては、硫黄成分を含む製鋼スラグを用いることが好ましい。硫黄成分を含む製鋼スラグとは、硫黄又は硫黄化合物を含む製鋼スラグを意味する。 The method for producing a hardened body according to this embodiment includes a mixing step in which steelmaking slag containing sulfur components, a binder containing ground blast furnace slag, and water are mixed to produce a mixture, and a hardening step in which the mixture is hardened. It is preferable to use steelmaking slag containing sulfur components as the steelmaking slag. "Steelmaking slag containing sulfur components" refers to steelmaking slag that contains sulfur or sulfur compounds.

 硫黄成分を含む製鋼スラグを用いることで、混合物に硫黄を別途加えることなく本実施形態に係る硬化体を製造できるようになる。硫黄成分を含む製鋼スラグは粉化しやすく、路盤材等に使用することが困難なスラグである。このため、硫黄成分を含む製鋼スラグを硬化体の製造に用いることで、路盤材等に使用することが困難なスラグの有効利用が図れ、廃棄物を少なくできるという効果も得られる。 By using steelmaking slag containing sulfur components, the hardened body of this embodiment can be produced without adding sulfur separately to the mixture. Steelmaking slag containing sulfur components is prone to powdering, making it difficult to use for roadbed materials, etc. Therefore, by using steelmaking slag containing sulfur components to produce the hardened body, it is possible to effectively utilize slag that is difficult to use for roadbed materials, etc., and it also has the effect of reducing waste.

 硬化体の製造に用いる製鋼スラグのSO換算した硫黄の成分濃度は0.25質量%以上であることが好ましい。このような製鋼スラグを用いることで、上述したスラグの有効利用が図れるとともに混合ステップにおいて当該製鋼スラグからの硫酸イオンの溶出が促進され、硬化ステップにおける硬化体の速硬性がさらに高められる。製鋼スラグの硫黄の成分濃度の測定方法は特に限定しないが、例えば、燃焼法により硫黄成分を硫酸イオンにして水溶液とした後、当該水溶液の硫酸イオンをイオンクロマトグラフィーを用いて定量する燃焼イオンクロマトグラフィー法で測定できる。 The sulfur concentration of the steelmaking slag used to produce the hardened body, calculated as SO3, is preferably 0.25 mass% or more. The use of such steelmaking slag not only enables the above-mentioned slag to be effectively utilized, but also promotes the elution of sulfate ions from the steelmaking slag in the mixing step, further enhancing the rapid hardening of the hardened body in the hardening step. The method for measuring the sulfur concentration of the steelmaking slag is not particularly limited, but can be measured, for example, by combustion ion chromatography, in which sulfur components are converted into sulfate ions by a combustion method, an aqueous solution is prepared, and then the sulfate ions in the aqueous solution are quantified using ion chromatography.

 硫黄成分を含む製鋼スラグとして、例えば、真空脱ガス装置の二次精錬で生じる二次精錬スラグ、ステンレス鋼の製造前に母溶湯を直接Cr鉱石による溶製で生じる溶融還元精錬スラグ及び溶銑の脱硫処理で生じる脱硫スラグの1種以上を用いることができる。製鋼スラグは、粒径5mm以下の製鋼スラグ微粉末を用いることが好ましい。粒径5mm以下とは、目開き5mmの篩で篩下に篩分けられる粒径である。 Steelmaking slag containing sulfur components can be one or more of the following: secondary refining slag produced during secondary refining in a vacuum degassing system; smelting reduction refining slag produced when molten mother metal is directly melted with Cr ore before the production of stainless steel; and desulfurization slag produced during the desulfurization process of molten pig iron. It is preferable to use finely powdered steelmaking slag with a particle size of 5 mm or less. A particle size of 5 mm or less means a particle size that can be sieved through a sieve with 5 mm openings.

 硫黄成分を含む製鋼スラグを用いる場合、当該スラグが排滓されてからの経過日数が30日以上である製鋼スラグを用いることが好ましい。鉄鋼製造プロセスにおいて、硫黄を含むスラグが発生するのは還元雰囲気での精錬プロセスが多い。このため、製鋼スラグに含まれる硫黄は、主に硫化物イオンになっていると考えられる。一方、排滓されてから30日以上経過している製鋼スラグに含まれる硫化物イオンは、保管中に大気中の酸素と接触して酸化されて硫酸イオンになる。この硫酸イオンによって高炉スラグ微粉末の潜在水硬性の発現が促進されるので、排滓されてからの経過日数が30日以上である製鋼スラグを用いることで、硬化体の速硬性をさらに高めることができるようになる。 When using steelmaking slag containing sulfur, it is preferable to use steelmaking slag that has been discharged 30 days or more since the slag was discharged. In the steel manufacturing process, sulfur-containing slag is often generated during refining processes in a reducing atmosphere. For this reason, it is thought that the sulfur contained in steelmaking slag is mainly in the form of sulfide ions. On the other hand, sulfide ions contained in steelmaking slag that has been discharged 30 days or more are oxidized to sulfate ions upon contact with oxygen in the air during storage. These sulfate ions promote the development of the latent hydraulic properties of the granulated blast furnace slag, so using steelmaking slag that has been discharged 30 days or more since the slag was discharged can further enhance the rapid hardening properties of the hardened body.

 製鋼スラグとして炭酸化処理された炭酸化製鋼スラグを用いることが好ましい。炭酸化製鋼スラグでは、製鋼スラグに含まれている酸化カルシウムや水酸化カルシウムが炭酸カルシウムに変化しており、海水と接触した際のpH上昇が抑制される。このため、製鋼スラグとして炭酸化処理された製鋼スラグを用いて製造された硬化体は、海域で使用する際の生物親和性が高くなるという効果が得られる。製鋼スラグを炭酸化処理する方法は特に限定しないが、例えば、製鋼スラグにCOを含むガスを接触させることで製鋼スラグを炭酸化処理できる。 It is preferable to use carbonated steelmaking slag as the steelmaking slag. In carbonated steelmaking slag, the calcium oxide and calcium hydroxide contained in the steelmaking slag are converted to calcium carbonate, which suppresses an increase in pH when the slag comes into contact with seawater. Therefore, a hardened body produced using carbonated steelmaking slag as the steelmaking slag has the effect of increasing biocompatibility when used in marine areas. There are no particular limitations on the method for carbonating steelmaking slag, but for example, steelmaking slag can be carbonated by contacting the steelmaking slag with a gas containing CO2 .

 結合材は、高炉スラグ微粉末を含む。高炉スラグ微粉末としては、JIS A 6206:2013「コンクリート用高炉スラグ」に適合する高炉スラグ微粉末を用いてよい。結合材に含まれる高炉スラグ微粉末の比表面積は3000cm/g以上であることが好ましい。比表面積が4000cm/g以上の高炉スラグ微粉末は、水硬性の指標である活性度指数が高くなる。このため、結合材に含まれる高炉スラグ微粉末の比表面積は4000cm/g以上であることがより好ましい。 The binder contains ground granulated blast furnace slag. As the ground granulated blast furnace slag, ground granulated blast furnace slag conforming to JIS A 6206:2013 "Blast furnace slag for concrete" may be used. The specific surface area of the ground granulated blast furnace slag contained in the binder is preferably 3000 cm 2 /g or more. Ground granulated blast furnace slag with a specific surface area of 4000 cm 2 /g or more has a high activity index, which is an indicator of hydraulic properties. For this reason, it is more preferable that the specific surface area of the ground granulated blast furnace slag contained in the binder is 4000 cm 2 /g or more.

 結合材には、アルカリ刺激材のほか、ポゾラン反応性を有するシリカ含有物質が含まれていてもよい。アルカリ刺激材は、例えば、消石灰、JIS R 5210:2019に規定される普通ポルトランドセメント、JIS R 5211:2019に規定される高炉セメントなどである。ポゾラン反応性を有するシリカ含有物質は、例えば、フライアッシュやシリカフューム、JIS A 6201:2015に規定されるコンクリート用フライアッシュなどである。 The binder may contain an alkaline activator as well as a silica-containing substance with pozzolanic reactivity. Examples of alkaline activators include hydrated lime, ordinary Portland cement as specified in JIS R 5210:2019, and blast-furnace cement as specified in JIS R 5211:2019. Examples of silica-containing substances with pozzolanic reactivity include fly ash, silica fume, and fly ash for concrete as specified in JIS A 6201:2015.

 水は、例えば、上水道水や、JIS A 5308:2019に記載された品質を満たす河川水、湖沼水、井戸水、地下水、工業用水、回収水などを用いることができる。水として、海水や硫酸イオン、チオ硫酸イオンを含む温泉水を用いてもよい。 The water can be, for example, tap water, river water, lake water, well water, groundwater, industrial water, recycled water, or other water that meets the quality standards set forth in JIS A 5308:2019. Seawater or hot spring water containing sulfate ions or thiosulfate ions may also be used.

 混合ステップでは、硫黄成分を含む製鋼スラグ、結合材及び水に加え、高性能減水剤などの化学混和剤を混合してもよい。化学混和剤を混合することで、混合する水分量を少なくすることができ、かつ、材料の分散性を高めることができる。混合物に混合する水分量を少なくすることで硬化体の強度を高めることができる。化学混和剤としては、例えば、ポリカルボン酸系の高性能減水剤を用いることができる。高性能減水剤の混合量は、単位結合材量の0.3質量%以上0.5質量%以下とすることが好ましい。単位結合材量は、硬化体1mに含まれる結合材の質量である。 In the mixing step, in addition to the sulfur-containing steelmaking slag, binder, and water, a chemical admixture such as a high-performance water reducer may be mixed. By mixing a chemical admixture, the amount of water to be mixed can be reduced and the dispersibility of the materials can be improved. Reducing the amount of water mixed into the mixture can increase the strength of the hardened body. For example, a polycarboxylic acid-based high-performance water reducer can be used as the chemical admixture. The amount of the high-performance water reducer to be mixed is preferably 0.3 mass% or more and 0.5 mass% or less of the unit binder amount. The unit binder amount is the mass of binder contained in 1 m3 of the hardened body.

 混合ステップでは、下記(1)式を満足するように硫黄成分を含む製鋼スラグ及び高炉スラグ微粉末が混合される。以後の説明において下記(1)式における硬化体1m当たりのSO換算した硫黄の質量を「SO質量」と記載する。硬化体1m当たりのSO換算した硫黄の質量×100/硬化体1m当たりの高炉スラグ微粉末の質量の百分率を「SO/BFS」と記載する。 In the mixing step, steelmaking slag containing sulfur components and ground granulated blast furnace slag are mixed so as to satisfy the following formula (1): In the following explanation, the mass of sulfur converted to SO3 per 1 m3 of hardened body in the following formula (1) is referred to as " SO3 mass." The percentage of the mass of sulfur converted to SO3 per 1 m3 of hardened body × 100 / the mass of ground granulated blast furnace slag per 1 m3 of hardened body is referred to as " SO3 / BFS."

 2.5≦硬化体1m当たりのSO換算した硫黄の質量(kg)×100/硬化体1m当たりの高炉スラグ微粉末の質量(kg)≦9.0・・・(1) 2.5≦mass of sulfur converted to SO3 per 1 m3 of hardened body (kg) × 100 / mass of ground granulated blast furnace slag per 1 m3 of hardened body (kg)≦9.0 (1)

 SO質量は、硬化体1mあたりに使用される硫黄成分を含む材料の質量(kg)と、当該材料に含まれる硫黄の含有量をSO換算した値(質量%)とを乗じることで計算できる。硬化体の製造において、複数種類の硫黄成分を含む材料を使用する場合には、それぞれの材料に含まれる硫黄の含有量をSO換算した質量を計算し、当該計算結果を合算すればよい。 The mass of SO3 can be calculated by multiplying the mass (kg) of the material containing sulfur components used per 1 m3 of hardened body by the value (mass%) of the sulfur content of the material converted into SO3 . When materials containing multiple types of sulfur components are used in the production of the hardened body, the mass of the sulfur content of each material converted into SO3 can be calculated and the results of these calculations can be added together.

 SO/BFSを2.5以上にすることで、硫酸イオンが溶出されて高炉スラグ微粉末の潜在水硬性の発現が促進され、硬化ステップにおける硬化体の速硬性を高めることができる。一方、SO/BFSが9.0を超えると、硫酸イオンが過剰になり、エトリンガイトの遅延生成による膨張により硬化体にひび割れが発生する。このため、SO/BFSは、2.5以上9.0以下であることが必要である。SO/BFSは、3.0以上8.5以下であることが好ましく、4.0以上8.0以下であることがさらに好ましく、4.5以上7.5以下であることが最も好ましい。 By setting the SO3 /BFS to 2.5 or more, sulfate ions are eluted, accelerating the development of the latent hydraulic properties of the ground granulated blast furnace slag, thereby increasing the rapid hardening of the hardened body in the hardening step. On the other hand, if the SO3 /BFS exceeds 9.0, the sulfate ions become excessive, and cracks occur in the hardened body due to expansion caused by delayed formation of ettringite. Therefore, the SO3 /BFS must be 2.5 or more and 9.0 or less. The SO3 /BFS is preferably 3.0 or more and 8.5 or less, more preferably 4.0 or more and 8.0 or less, and most preferably 4.5 or more and 7.5 or less.

 混合ステップにおける各材料の混合は、特に限定しなくてよいが、例えば、コンクリートミキサーを用いて、常温の温度条件で混合して混合物としてよい。混合ステップは、30℃以下の環境下で実施することが好ましい。これにより、各材料を混合した混合物の温度上昇が抑制され、エトリンガイトの遅延生成による硬化体の膨張のリスクが低下する。混合ステップは、25℃以下の環境下で実施することがさらに好ましい。これにより、混合物の温度上昇がさらに抑制され、エトリンガイトの遅延生成による硬化体の膨張のリスクがさらに低下する。 The mixing of the materials in the mixing step is not particularly limited, but for example, the materials may be mixed using a concrete mixer at room temperature to form a mixture. The mixing step is preferably carried out in an environment of 30°C or below. This prevents the temperature from rising in the mixture of the materials, reducing the risk of expansion of the hardened body due to delayed ettringite formation. It is even more preferable to carry out the mixing step in an environment of 25°C or below. This further prevents the temperature from rising in the mixture, further reducing the risk of expansion of the hardened body due to delayed ettringite formation.

 硬化体の材料は、硫黄成分を含む製鋼スラグと、高炉スラグ微粉末を含む結合材と、水とに限定されず、これ以外の材料が含まれていてもよい。例えば、骨材として、電気炉スラグ、非鉄金属製錬で発生したスラグ、砕石、砕砂、天然骨材、硫黄成分を含まない製鋼スラグなどを用いてもよい。 The materials for the hardened body are not limited to steelmaking slag containing sulfur components, a binder containing blast furnace slag powder, and water, but may also contain other materials. For example, electric furnace slag, slag generated during non-ferrous metal smelting, crushed stone, crushed sand, natural aggregate, steelmaking slag that does not contain sulfur components, etc. may be used as aggregate.

 硬化ステップでは、混合ステップにおいて生成された混合物を硬化させる。混合物を硬化させる方法は、セメント、コンクリート分野で行われている方法を用いて実施できる。硬化ステップとして、例えば、型枠に打設した混合物を翌日に脱枠し、20℃において水中で養生する。これにより、混合物を硬化させることができ、硬化体を製造できる。 In the hardening step, the mixture produced in the mixing step is hardened. The method for hardening the mixture can be carried out using methods used in the cement and concrete fields. In the hardening step, for example, the mixture is poured into a formwork, removed from the formwork the next day, and cured in water at 20°C. This hardens the mixture, producing a hardened body.

 以上、説明したように、本実施形態に係る硬化体の製造方法では、上記(1)式を満足することで、速硬性を有し、エトリンガイトの遅延生成による膨張が抑制しながら硬化体を製造できるようになる。このようにして製造された硬化体は、製鋼スラグと、高炉スラグ微粉末を含む結合材と、水と、を含み、上記(1)式を満足する硬化体となる。本実施形態に係る硬化体は、上記(1)式を満足することで、速硬性を有し、エトリンガイトの遅延生成による膨張が抑制された硬化体となる。 As explained above, in the method for producing a hardened body according to this embodiment, by satisfying the above formula (1), it is possible to produce a hardened body that has rapid hardening properties and in which expansion due to delayed ettringite formation is suppressed. The hardened body produced in this way contains steelmaking slag, a binder containing ground blast furnace slag, and water, and is a hardened body that satisfies the above formula (1). By satisfying the above formula (1), the hardened body according to this embodiment is a hardened body that has rapid hardening properties and in which expansion due to delayed ettringite formation is suppressed.

 硬化体の材料として硫黄成分を含む製鋼スラグを用いる例で本実施形態を説明したが、これに限らない。硬化体の材料として、硫黄成分を含まない製鋼スラグを用いてもよく、この場合には、上記(1)式を満足する硫黄成分を含む他の材料を混合物に混合すればよい。これにより、速硬性を有し、エトリンガイトの遅延生成による膨張が抑制された硬化体を製造できる。 This embodiment has been described using an example in which steelmaking slag containing sulfur components is used as the material for the hardened body, but this is not limited to this. Steelmaking slag that does not contain sulfur components may also be used as the material for the hardened body. In this case, it is sufficient to mix another material containing sulfur components that satisfies the above formula (1) into the mixture. This makes it possible to produce a hardened body that has rapid hardening properties and in which expansion due to delayed ettringite formation is suppressed.

<実施例1>
 次に、製鋼スラグ、結合材として高炉スラグ微粉末及び普通ポルトランドセメント、水及び高性能減水剤を用い、これらの混合比率を調整して硬化体を製造した実施例を説明する。製鋼スラグとしては、SO換算した硫黄の成分濃度が異なる3種の製鋼スラグA~Cを用いた。製鋼スラグA~CのSO換算した硫黄の成分濃度を下記表1に示す。
Example 1
Next, an example will be described in which a hardened body was produced by adjusting the mixing ratio of steelmaking slag, ground granulated blast furnace slag and ordinary Portland cement as binders, water, and a high-performance water-reducing agent. Three types of steelmaking slag, A to C, with different sulfur component concentrations calculated as SO3 were used as the steelmaking slag. The sulfur component concentrations calculated as SO3 for steelmaking slags A to C are shown in Table 1 below.

 製鋼スラグA及び製鋼スラグBは、硫黄成分を含む製鋼スラグであり、スラグCは硫黄成分を含まない製鋼スラグである。スラグCのSO換算した硫黄の成分濃度は0.05質量%未満であったので、SO/BFSの計算ではスラグC中の硫黄元素質量を0とした。製鋼スラグA及び製鋼スラグBは、排滓されてから30日以上経過している製鋼スラグである。硬化体の製造にはこれら製鋼スラグを粒径5mm以下に粉砕して用いた。 Steelmaking slag A and steelmaking slag B are steelmaking slags containing sulfur components, while slag C is steelmaking slag that does not contain sulfur components. Since the sulfur concentration of slag C, calculated as SO3, was less than 0.05 mass%, the mass of elemental sulfur in slag C was set to 0 in the calculation of SO3 /BFS. Steelmaking slag A and steelmaking slag B are steelmaking slags that have been discharged for more than 30 days. These steelmaking slags were crushed to a particle size of 5 mm or less and used to produce the hardened body.

 結合材には、高炉スラグ微粉末及びJIS R 5210:2019に規定される普通ポルトランドセメントを用いた。高炉スラグ微粉末のSO換算した硫黄の成分濃度は2.0質量%であり、普通ポルトランドセメントのSO換算した硫黄の成分濃度は2.1質量%であった。実施例1では、化学混和剤であるポリカルボン酸系高性能減水剤(竹本油脂株式会社製チューポール)も用いた。 The binders used were ground granulated blast furnace slag and ordinary Portland cement as specified in JIS R 5210:2019. The sulfur concentration of the ground granulated blast furnace slag, calculated as SO3, was 2.0 mass%, and the sulfur concentration of the ordinary Portland cement, calculated as SO3, was 2.1 mass%. In Example 1, a polycarboxylic acid-based high-performance water-reducing agent (Chupol, manufactured by Takemoto Yushi Co., Ltd.), a chemical admixture, was also used.

 これらの材料をコンクリートミキサーで混練して混合物とした後、当該混合物をφ100×200mmの円柱型枠に打設した。翌日まで20℃で封緘養生した後脱枠し、所定の材齢まで20℃で水中養生を行い、強度評価用の硬化体を製造した。 These materials were mixed in a concrete mixer to form a mixture, which was then poured into a cylindrical formwork measuring φ100 x 200 mm. After being sealed and cured at 20°C until the following day, the formwork was removed and the mixture was then cured underwater at 20°C until it reached the specified age, producing a hardened product for strength evaluation.

 <強度評価>
 硬化体の強度は、JIS A 1108:2018に準拠して圧縮強度を測定することで評価した。材齢1日においては、硬化体の圧縮強度が養生1日で脱枠し、取り扱い可能な強度の目安である5N/mm以上である場合に合格と評価した。材齢7日においては、硬化体の圧縮強度が通常のコンクリートの28日での強度に相当する18N/mm以上である場合に合格と評価した。
<Strength evaluation>
The strength of the hardened body was evaluated by measuring the compressive strength in accordance with JIS A 1108:2018. At the age of 1 day, the hardened body was evaluated as passing if its compressive strength was 5 N/ mm2 or more, which is the guideline for the strength at which the hardened body can be removed from the form after 1 day of curing and handled. At the age of 7 days, the hardened body was evaluated as passing if its compressive strength was 18 N/ mm2 or more, which corresponds to the strength of ordinary concrete after 28 days.

 <膨張安定性評価>
 硬化体の膨張安定性は、材齢7日まで20℃で水中養生した後、円柱硬化体を60℃に保持した水槽に21日間浸漬させ、浸漬後の硬化体の外観から硬化体のエトリンガイト遅延生成による膨張を主な対象として膨張安定性を評価した。評価基準は以下の通りである。
<Expansion Stability Evaluation>
The expansion stability of the hardened body was evaluated by curing the material in water at 20°C for up to 7 days, then immersing the cylindrical hardened body in a water tank maintained at 60°C for 21 days, and evaluating the expansion stability mainly based on the expansion due to delayed ettringite formation from the appearance of the hardened body after immersion. The evaluation criteria are as follows:

 ○:硬化体に割れが発生せず、硬化体の表面に大きなポップアウトも発生しない。
 △:硬化体に割れが発生せず、硬化体の表面に大きなポップアウトが発生した。
 ×:硬化体に割れが発生した。
Good: No cracks occurred in the hardened body, and no large pop-outs occurred on the surface of the hardened body.
Δ: No cracks occurred in the hardened body, but large pop-outs occurred on the surface of the hardened body.
×: Cracks occurred in the hardened product.

 <海水浸漬評価>
 材料と水とをコンクリートミキサーで混練した混合物をφ100×200mmの円柱型枠に打設した。翌日まで20℃で封緘養生した後脱枠し、材齢7日まで20℃で封緘養生を行い、海水浸漬評価用の硬化体を製造した。海水浸漬評価は、硬化体の質量(g)に対して10倍の体積(mL)の人工海水中に当該硬化体を浸漬させ、pHを測定しながら振盪機で毎分約200回、6時間振盪を行い、振盪中のpHの最高値を記録した。硬化体の材料の配合、SO/BFSの値、強度評価、膨張安定性評価及び海水浸漬評価の結果を下記表2に示す。
<Seawater immersion evaluation>
The materials and water were mixed in a concrete mixer and the mixture was poured into a φ100 x 200 mm cylindrical formwork. The material was sealed and cured at 20°C until the next day, then removed from the formwork and sealed and cured at 20°C until it reached an age of 7 days, producing a hardened body for seawater immersion evaluation. For the seawater immersion evaluation, the hardened body was immersed in artificial seawater with a volume (mL) 10 times the mass (g) of the hardened body, and shaken at approximately 200 times per minute with a shaker for 6 hours while measuring the pH, and the maximum pH value during shaking was recorded. The material composition of the hardened body, the SO3 /BFS value, the strength evaluation, the expansion stability evaluation, and the seawater immersion evaluation results are shown in Table 2 below.

 上記表2において、1日強度は材齢1日の硬化体の圧縮強度を示し、7日強度は材齢7日の硬化体の圧縮強度を示す。表2に示すように、SO/BFSが2.5以上9.0以下に調整した発明例1~8の硬化体では、強度評価において材齢1日の圧縮強度が5N/mm以上になり、且つ、材齢7日の圧縮強度が18N/mm以上になり、合格となった。膨張安定性評価においても有害なひび割れや大きなポップアウトは確認されず、評価○になった。 In Table 2 above, the 1-day strength indicates the compressive strength of the hardened body at 1 day old, and the 7-day strength indicates the compressive strength of the hardened body at 7 days old. As shown in Table 2, the hardened bodies of Invention Examples 1 to 8, in which the SO3 /BFS was adjusted to 2.5 or more and 9.0 or less, had a compressive strength of 5 N/ mm2 or more at 1 day old and a compressive strength of 18 N/mm2 or more at 7 days old in the strength evaluation, and were therefore passed. In the expansion stability evaluation, no harmful cracks or large pop-outs were found, and the evaluation was ○.

 一方、SO/BFSが2.5未満である比較例1~4では、強度評価において硬化体の1日強度が5N/mm未満になり、7日強度が18N/mm未満になり、合格にならなかった。特に、比較例3では、硬化体が脱枠できるだけの強度が得られず、強度評価及び膨張安定性評価を実施することができなかった。このため、表1では、比較例3の1日強度を評価×とし、7日強度を評価×とし、膨張安定性を評価-とし、海水浸漬性を評価-とした。SO/BFSが9.0より大きい比較例5では、膨張安定性評価において硬化体に割れが発生し、膨張安定性において評価×になった。 On the other hand, in Comparative Examples 1 to 4, where the SO 3 /BFS was less than 2.5, the 1-day strength of the hardened body was less than 5 N/mm 2 and the 7-day strength was less than 18 N/mm 2 in the strength evaluation, and they did not pass. In particular, in Comparative Example 3, the hardened body did not have enough strength to be removed from the frame, and strength evaluation and expansion stability evaluation could not be carried out. For this reason, in Table 1, the 1-day strength of Comparative Example 3 was rated x, the 7-day strength was rated x, the expansion stability was rated -, and the seawater immersion resistance was rated -. In Comparative Example 5, where the SO 3 /BFS was greater than 9.0, cracks occurred in the hardened body in the expansion stability evaluation, and the expansion stability was rated x.

 <実施例2>
 次に、表1に示した製鋼スラグA、Bと同じ製鋼スラグであって、排滓されてからの経過日数が30日未満の製鋼スラグA’及びB’を用いて硬化体を製造した実施例2を説明する。実施例2では、排滓されてからの経過日数が30日未満の製鋼スラグA’及びB’を用いたこと以外は実施例1と同じ条件で硬化体を製造し、強度評価、膨張安定性評価及び海水浸漬性評価を行った。硬化体の材料の配合、SO/BFSの値、強度評価、膨張安定性評価及び海水浸漬性評価の結果を下記表3に示す。
Example 2
Next, Example 2 will be described, in which a hardened body was produced using steelmaking slags A' and B', which are the same as steelmaking slags A and B shown in Table 1, but which had been discharged less than 30 days earlier. In Example 2, a hardened body was produced under the same conditions as Example 1, except that steelmaking slags A' and B', which had been discharged less than 30 days earlier, were used, and strength, expansion stability, and seawater immersion resistance evaluations were performed. The material composition of the hardened body, the SO3 /BFS value, and the results of the strength, expansion stability, and seawater immersion resistance evaluations are shown in Table 3 below.

 表3において、発明例9に対応するのが表1の発明例2であり、発明例10に対応するのが表1の発明例6であり、発明例11に対応するのが表1の発明例8である。 In Table 3, Example 9 corresponds to Example 2 in Table 1, Example 10 corresponds to Example 6 in Table 1, and Example 11 corresponds to Example 8 in Table 1.

 表3に示すように、排滓されてからの経過日数が30日未満の製鋼スラグA’及びB’を用いた発明例9~11の硬化体であっても、材齢1日及び材齢7日の強度評価が合格になり、膨張安定性も評価○となった。これらの結果から、排滓されてからの経過日数が30日未満の製鋼スラグA’及びB’を用いてもSO/BFSが2.5以上9.0以下であれば、強度評価が合格になり、膨張安定性評価が○になることが確認された。 As shown in Table 3, even for the hardened bodies of Examples 9 to 11, which used steelmaking slags A' and B' that had been discharged less than 30 days earlier, the strength evaluations at material ages of 1 day and 7 days passed, and the expansion stability evaluation was also rated as "Good." These results confirm that even when steelmaking slags A' and B' that had been discharged less than 30 days earlier were used, the strength evaluation was passed and the expansion stability evaluation was rated as "Good" as long as the SO3 /BFS was 2.5 or more and 9.0 or less.

 一方、発明例9~11に対応する発明例2、6、8と比較すると発明例9~11の方が材齢1日及び材齢7日ともに、硬化体の圧縮強度が低くなった。膨張安定性評価においても、発明例11では硬化体に割れは発生しなかったものの大きなポップアウトが確認され、評価△となった。これらの結果から、硫黄成分を含む製鋼スラグを用いる場合には、排滓されてからの経過日数が30日以上である製鋼スラグを用いることが好ましいことが確認された。 On the other hand, when compared to Invention Examples 2, 6, and 8, which correspond to Invention Examples 9-11, the compressive strength of the hardened body was lower for Invention Examples 9-11 at both 1-day and 7-day ages. In the expansion stability evaluation, Invention Example 11 showed no cracks in the hardened body, but significant pop-out was observed, resulting in a rating of △. These results confirm that when using steelmaking slag containing sulfur components, it is preferable to use steelmaking slag that has been discharged 30 days or more ago.

 <実施例3>
 次に、表1に示した製鋼スラグA、B、Cと同じ製鋼スラグであって、これらスラグを炭酸化させた炭酸化製鋼スラグA”、B”、C”を用いて硬化体を製造した実施例3を説明する。製鋼スラグの炭酸化処理は、製鋼スラグを充填した容器にCOガスを24時間通気することで実施した。実施例3では、炭酸化製鋼スラグA”、B”及びC”を用いたこと以外は実施例1と同じ条件で硬化体を製造し、強度評価、膨張安定性評価及び海水浸漬性評価を行った。硬化体の材料の配合、SO/BFSの値、強度評価、膨張安定性評価及び海水浸漬性評価の結果を下記表4に示す。
Example 3
Next, Example 3 will be described, in which hardened bodies were produced using carbonated steelmaking slags A", B", and C", which were the same steelmaking slags as steelmaking slags A, B, and C shown in Table 1, but which were carbonated. The carbonation treatment of the steelmaking slag was carried out by passing CO2 gas through a container filled with the steelmaking slag for 24 hours. In Example 3, hardened bodies were produced under the same conditions as Example 1, except that carbonated steelmaking slags A", B", and C" were used, and strength evaluations, expansion stability evaluations, and seawater immersion evaluations were carried out. The material composition of the hardened bodies, the SO3 /BFS value, and the results of strength evaluation, expansion stability evaluation, and seawater immersion evaluation are shown in Table 4 below.

 表4において、発明例12に対応するのが表1の発明例2であり、発明例13に対応するのが表1の発明例6である。 In Table 4, Example 12 corresponds to Example 2 in Table 1, and Example 13 corresponds to Example 6 in Table 1.

 表4に示すように、炭酸化処理した製鋼スラグA”、B”及びC”を用いた発明例12、13の硬化体であっても、材齢1日及び材齢7日の強度評価が合格になり、膨張安定性も評価○となった。これらの結果から、炭酸化処理した製鋼スラグA”、B”及びC”を用いてもSO/BFSが2.5以上9.0以下であれば、強度評価が合格になり、膨張安定性評価が○になることが確認された。 As shown in Table 4, even for the hardened bodies of invention examples 12 and 13, which used carbonated steelmaking slags A", B", and C", the strength evaluations at ages of 1 day and 7 days passed, and the expansion stability was also rated as ○.From these results, it was confirmed that even when carbonated steelmaking slags A", B", and C" are used, the strength evaluation will pass and the expansion stability will be rated as ○ if the SO3 /BFS is 2.5 or more and 9.0 or less.

 一方、炭酸化処理していない製鋼スラグを用いた発明例2及び発明例6では、表2に示すように、硬化体を浸漬させた人工海水のpHが8.5以上に上昇した。これに対し、炭酸化処理された製鋼スラグA”、B”及びC”を用いた発明例12、13では、表4に示すように、硬化体を浸漬させた人工海水のpHが8.5未満になった。これらの結果から、炭酸化処理された製鋼スラグを用いて製造され、炭酸化処理された製鋼スラグを含む硬化体は、海域で使用しても周辺海水のpHをほとんど上昇させず、当該海域において生物親和性の高い硬化体になることが確認された。 On the other hand, in Invention Examples 2 and 6, which used non-carbonated steelmaking slag, the pH of the artificial seawater in which the hardened bodies were immersed rose to 8.5 or higher, as shown in Table 2. In contrast, in Invention Examples 12 and 13, which used carbonated steelmaking slag A", B", and C", the pH of the artificial seawater in which the hardened bodies were immersed fell below 8.5, as shown in Table 4. These results confirm that hardened bodies manufactured using and containing carbonated steelmaking slag hardly raise the pH of the surrounding seawater when used in marine areas, and that these hardened bodies have high biocompatibility in those marine areas.

Claims (7)

 製鋼スラグと、高炉スラグ微粉末を含む結合材と、水とを混合して混合物とする混合ステップと、
 前記混合物を硬化させる硬化ステップと、
を有し、
 前記混合物は下記(1)式を満足する、硬化体の製造方法。
 2.5≦硬化体1m当たりのSO換算した硫黄の質量×100/硬化体1m当たりの前記高炉スラグ微粉末の質量≦9.0・・・(1)
a mixing step of mixing steelmaking slag, a binder containing ground granulated blast furnace slag, and water to form a mixture;
a curing step of curing the mixture;
and
The method for producing a cured body, wherein the mixture satisfies the following formula (1):
2.5≦Mass of sulfur converted to SO3 per 1 m3 of hardened body × 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body≦9.0 (1)
 製鋼スラグは硫黄成分を含む、請求項1に記載の硬化体の製造方法。 The method for producing a hardened body according to claim 1, wherein the steelmaking slag contains sulfur components.  前記製鋼スラグのSO換算した硫黄の成分濃度は0.25質量%以上である、請求項2に記載の硬化体の製造方法。 The method for producing a hardened body according to claim 2, wherein the steelmaking slag has a sulfur component concentration calculated as SO3 of 0.25 mass% or more.  前記製鋼スラグは排滓されてからの経過日数が30日以上である、請求項2又は請求項3に記載の硬化体の製造方法。 The method for producing a hardened body described in claim 2 or claim 3, wherein the steelmaking slag has been discharged 30 days or more ago.  前記製鋼スラグは炭酸化製鋼スラグである、請求項1から請求項4のいずれか一項に記載の硬化体の製造方法。 The method for producing a hardened body according to any one of claims 1 to 4, wherein the steelmaking slag is carbonated steelmaking slag.  製鋼スラグと、高炉スラグ微粉末を含む結合材と、水と、を含み、
 下記(1)式を満足する、硬化体。
 2.5≦硬化体1m当たりのSO換算した硫黄の質量×100/硬化体1m当たりの前記高炉スラグ微粉末の質量≦9.0・・・(1)
The binder contains steelmaking slag, ground granulated blast furnace slag, and water,
A hardened body that satisfies the following formula (1):
2.5≦Mass of sulfur converted to SO3 per 1 m3 of hardened body × 100 / Mass of the ground granulated blast furnace slag per 1 m3 of hardened body≦9.0 (1)
 前記製鋼スラグは炭酸化製鋼スラグである、請求項6に記載の硬化体。 The hardened body described in claim 6, wherein the steelmaking slag is carbonated steelmaking slag.
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JP2005231947A (en) * 2004-02-19 2005-09-02 Nippon Magnetic Dressing Co Ltd Steelmaking slag aggregate processing method
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5696754A (en) * 1979-12-28 1981-08-05 Hamada Juko Manufacture of nonnburnt cement from raw materials of steel slag and blast furnace slag
JPS5874559A (en) * 1981-10-27 1983-05-06 日本鋼管株式会社 Method for producing cured product
JPH0393657A (en) * 1989-09-05 1991-04-18 Sumikin Kashima Kouka Kk Hydraulic paving material
JP2001153567A (en) * 1999-11-30 2001-06-08 Kawasaki Steel Corp Manufacturing method of hardened slag
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JP2013006743A (en) * 2011-06-24 2013-01-10 Nippon Steel & Sumitomo Metal Corp Steel slag hydrated solidified body
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